HomeMy WebLinkAbout12.5-183 As-BuiltsVarVar
SW
FL
29'-40'
Var
FL
SW 3'-24'
FLATTER
4:1 OR
R/WVar
6'8'
1 B
CURB
Exist
8 8
HP
3'
CITY CURB TYPE "B"
5
OG
R/W
EP
Exist
"OAK-1" LINE
1'
(2%-4.6%)
Var
2%-4.6%
Var (2%-4.6%)
Var
(TYPE CL-6)
CHAIN LINK FENCE
3:1 OR FLATTER
OG
33.7'-38.3'
48.5'-85.9'
72'
SAWCUT AND CONFORM
SEE GRADING PLANS
14'
ACCESS ROAD
2%1.5%1.5%
"OAK-2" LINE
CURB
Exist
OGOG
R/W
SW
6'24'15'
Var
& JOIN
SAWCUT
Var
3'-12'
8'
SW
FL FL
8
1
TYPE "B"
CITY CURB
1'
LIP
Exist
B
5
Ret CURB
Var
20.8'-21.2'
1.5%
TYPICAL CROSS SECTIONS
NO SCALEOAK STREET
X-2
Sta "OAK-2" 11+13.80 TO 12+87
Sta "OAK-1" 259+50 TO 262+61.87
3
Sta "OAK-1" 259+50 TO 262+61.87 Sta "OAK-1" 257+80 TO 262+61.67
REVISION DATE DESCRIPTION
1 10/28/19 REVISED OAK ST DESIGN
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FL
TYPE" "M"
CITY CURB
LINE
"WBL"
6'
ETW ETW
8
TYPE "B"
CITY CURB
2%2%
2 2B
6'
FLATTER
3:1 OR
MBGR
Exist
ES HP
5'5'
SW
FL FL
2.7'
0.7'-
10.5'
LINE
"EBL"
38.5'
3'-5' Med
Var
Var
C
OG
10
TYPE" "M"
CITY CURB
CB (TYPE 60S AND 60SC)
Var
10.9'
2.3'-
48'
1
1.5%
2'
60MS
FL
5'
LINE
"EB2"
LINE
"WB2"
ETW
ETW ES
ETW ETW
8
TYPE "B"
CITY CURB
7
2%2%
2
1B
6'
OG
FLATTER
3:1 OR2%
EP EP ES
LINE
"KR1"
4'4'2'
5%5%
6
(SEE STRUCTURES PLANS)
RW No. 314
6'-16'
Var6'4'
SW Pkwy
2.1'
42'
2.4'-12'
Var
1'
49'
OG
Var
Med
10.8'
2.7'-
10
TYPE" "M"
CITY CURB
TYPE" "M"
CITY CURB
C
18'
2
1.5%
6
6'
ETW ES
CB (TYPE 60MS)
HP
EP
2'4'
LINE
"KR1"
EP
HP
2'4'
OG
FLATTER
3:1 OR2%5%
2'
5%
6:1
FLATTER
2.5:1 OR
X-3
TYPICAL CROSS SECTIONS
NO SCALE
24TH STREET
WESTBOUND EASTBOUND
Sta "WBL" 312+81.68 TO 313+69.36
WESTBOUND EASTBOUND
Sta "WBL" 313+69.36 TO "WB2" 316+88.21
Sta "EBL" 312+52.47 TO 313+52.77
Sta "EBL" 313+52.77 TO "EB2" Sta 316+87.26
4
1
1
1
REVISION DATE DESCRIPTION
1 06/27/19 REMOVED RW No. 314
2 08/16/19
2
ADDED SWALE AT TOE OF SLOPE
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
"EB2" LINE"WB2" LINE
FL
48'
ETW
Var
ETWETW
24'48'
ETWFL
6'
2%2%
B
2
8
8
1
TYPE "B"
CITY CURB TYPE "M"
CITY CURB TYPE"B"
CITY CURB
ES
R/W
Pkwy
0-12'
Var
No. 1
SOUND WALL
FL
Lt
Rt FL Lt FL
FL
Rt
Var
SW
6'-10'
Var
-4'
1.4'
Var
SW
6'-10'
Med
5.1'-13.1'
Var
1'-4.3'
Var
Pkwy
0'-4'
Var
6'-18'
R/W
(TYPE CL-6)
CHAIN LINK FENCE
10 10
TYPE "M"
CITY CURB
14'
ACCESS ROAD
2%
SEE GRADING PLANS
1.5%1.5%
"EB2" LINE"WB2" LINE
VarVar36'
ETWFL
6'
2%
B
1
0-24'
CITY CURB TYPE "B"
ETW ES
Var
0-1'
Med
2'-28.5'
TYPE A1-6 CURB
TYPE "B"
CITY CURB
FLFL
Pkwy
ROAD
FRONTAGE
20'8'
SW
2%
1 CITY CURB TYPE "B"
8
6'
FLETW
Var
40'-48'
ETWES
6'
SW
R/W
OGOG
2%
8
FL
Lt Rt FL Lt FL
FL
Rt
74.7'-96'
Var
6
10 10
TYPE "M"
CITY CURBTYPE "M"
CITY CURB
Var
1'-12'
Pkwy
0'-4'
Var
SOUND WALL No. 3
SOUND WALL No. 2
1.5%
1.5%
X-4
TYPICAL CROSS SECTIONS
NO SCALE
24TH STREET
EASTBOUNDWESTBOUND
Sta "WB2" 325+65.73 TO 327+98.71
EASTBOUNDWESTBOUND
Sta "WB2" 318+23.77 TO 325+65.73 Sta "EB2" 319+02.19 TO 322+34.20
Sta "EB2" 322+34.20 TO 329+77.68
5
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
"EB2" LINE"WB2" LINE
6'
FL
Var
ETW
36'
ETWFL
6'
2%2%
B
1 2
CITY CURB TYPE "B"
36'-40'
8
ESES
Var
1'1'
ETW ETW
Med
15'-28.5'
TYPE "B"
CITY CURB
R/W
6'
SW
Min
0.3%OG
FL
Lt
Rt FL Lt FL
FL
Rt
HP
3'6'
SW
FLATTER
4:1 OR8
(BY OTHERS)
SOUND WALL
Var
Pkwy
3'-8'
TYPE "M"
CITY CURB
TYPE "M"
CITY CURB
10
10
Var
Pkwy
1.5'-76.6'
Pkwy
4'-10'
Var Var
0'-4'
R/W
1.5%1.5%
ETW ETW ES
1'
6'36'
2%2%
"B" LINE
1'
ES
36'6'10'
70.50'
R/W
Var
OG
FL
21 D 8
8
CITY CURB TYPE "B"
CITY CURB TYPE "B"
R/W
ETW ETW FL
61.8'-82'
OG
Pkwy SW
4'6'
10:1 OR FLATTER
6'
SW
2%-10%
Var
FL
Lt Rt FL Lt FL
FL
Rt
Var
Pkwy
0'-12'
(BY OTHERS)
SOUND WALL
15'
Med
Var
Pkwy
1.3'-13.4'
10
TYPE "M"
CITY CURB TYPE "M"
CITY CURB10
1.5%1.5%
X-5
TYPICAL CROSS SECTIONS
NO SCALE
24TH STREET
WESTBOUND
Sta "WB2" 327+98.71 TO 331+82.56
EASTBOUND
Sta "EB2" 329+77.68 TO 331+97.87
Sta "B" 331+71.96 TO 346+69.47
6
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
"24TH" LINE
Var
ETW
24'
ETW FL
6'
FLLIMIT
GRADING
Var
OG
8
TYPE "B"
CITY CURB
2%
B2
Var
1'-4'
TYPE "M"
CITY CURB
16.4'-22'Med
FLATTER
10:1 OR
10'6'
SW
Var
Pkwy
0-6'
FL
Lt
FL
Rt
1.5%
ETWFL
23'
ETW FL
4'
R/W R/W
OG
Var Var
B
"24TH" LINE
14.1'-14.3'
1.5%-3.3%
Var
14.1'-14.3'
1%-2%
Var
2
2'2'
CITY CURB TYPE "B"
TYPE "B"
CITY CURB
Var
23'-25'
3'-4'
Var
X-6
TYPICAL CROSS SECTIONS
NO SCALE
24TH STREET
"24TH" Sta 352+06.69 TO 380+87.15
"24TH" Sta 349+19.98 TO 352+06.69
7
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
"24TH" LINE
23'
ETWFL ETW FL
Var10'4.5'
SW
8
TYPE "B"
CITY CURB
OG
2 D
25.8'-35'
2%2%
FLATTER
10:1 OR
CITY CURB TYPE "B"
6'
2'2'
SW
8
4'-34.7'
Var
1.5%1.5%
"24TH" LINE
23'
ETWFL ETW FL
35'Var
88
TYPE "B"
CITY CURB
2 D
TYPE "B"
CITY CURB
FLATTER
4:1 OR
2%2%
FLATTER
10:1 OR
4'
6'
Ret CURB
2'2'
SW
8.8'-10'SW
4.5'-11.3'
Var
1.5%1.5%
X-7
TYPICAL CROSS SECTIONS
NO SCALE
24TH STREET
"24TH" Sta 384+38.07 TO 387+39.53
"24TH" Sta 380+79.17 TO 383+63.38
8
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
"23RD" LINE
12'Var 6'
24'-46'
ETWETWFL FL
OG
8
TYPE "B"
CITY CURB
1
TYPE "M"
CITY CURB
2%
Var
Var
0-1'
Med
5'6'
Pkwy SW
Lt FL
FL
Rt
R/W
Var
0'-6'
SOUND WALL No. 4
1.5%
"23RD" LINE
12'Var 6'
24'-46'
ETWETWFL FL
OG
8
TYPE "B"
CITY CURB
2
TYPE "M"
CITY CURB
2%
Var
Var
0-1'
Med
5'6'
Pkwy SW
Lt FL
FL
Rt
R/W
Var
0'-6'
SOUND WALL No. 4
1.5%
"23RD" LINE
12'Var 6'
24'-46'
ETWETWFL FL
OG
8
TYPE "B"
CITY CURB
1
TYPE "M"
CITY CURB
2%
Var
Var
0-1'
Med
5'6'
Pkwy SW
Lt FL
FL
Rt
R/W
Var
0'-6'
SOUND WALL No. 4
1.5%
X-8
TYPICAL CROSS SECTIONS
NO SCALE
23RD STREET
"23RD" Sta 344+98.43 TO 345+15
"23RD" Sta 345+15 TO 347+77.15
"23RD" Sta 347+77.15 TO 348+87.26
9
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
"23RD" LINE
24'4'6'
ETW ETW FLFL
8
OG
D
2
TYPE "B"
CITY CURB
TYPE "B"
CITY CURB
24'
0-2%
Var
2%
Var
R/W R/W
SW/Pkwy
7'-13.3'
6'
SW 1'-4'
Var
10:1 OR FLATTER
Var
Pkwy
9.9'
4.5'-
Lt FL FL
Rt
1.5%
"23RD" LINE
24'6'4'
SW
6'Var
ETWFL
8
8
OG
0-2%
Var
D
1
FLATTER
10:1 OR
2%
ETW FL
(TYPE A1-6)
CURB
6'
SW
R/W
CITY CURB TYPE "B"
Pkwy
Var 2.9'-9.9'
Lt FL
FL
Rt
12'-24'
SOUND WALL No. 8
SOUND WALL No. 5
1.5%
1.5%
"23RD" LINE
24'4'6'
ETW ETW FLFL
8
OG
D
2
TYPE "B"
CITY CURB
TYPE "B"
CITY CURB
24'
0-2%
Var
2%
Var
R/W R/W
SW/Pkwy
7'-13.3'
6'
SW 1'-4'
Var
10:1 OR FLATTER
Var
Pkwy
9.9'
4.5'-
Lt FL FL
Rt
1.5%
X-9
TYPICAL CROSS SECTIONS
NO SCALE
23RD STREET
"23RD" Sta 352+99.60 TO 384+98.84
"23RD" Sta 348+87.26 TO 352+00
"23RD" Sta 352+00 TO 352+99.60
10
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"E178" LINE
A
12'
ETW
Var
ETW
24'
ES
Var
4
1.5-2%
Var
Var
BREAK
GRADE
3
(Var)OG
& JOIN
SAWCUT
10'
R/W R/W
Exist FL
2'
Var
14'-18.3'9'-12'
Exist CURBExist CURB
13.5'-25.7'
"E178" LINE
12'
ETW
24'
ES
12'
ETW
Var
GORE
0-23'
ETW Exist FL
Var
1-2%
Var
1.8-7%
Var
A
3
5
4
4
5%
FLATTER
2:1 OR
(Var)
Rd
FRONTAGE
23rd St
OG
& JOIN
SAWCUT & JOIN
SAWCUT
(TYPE E)
HMA DIKE
20.7'-21.3'
Var
13.7'-22'
R/W
Exist CURB
Var
9'-10'
SAWCUT AND CONFORM
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
X-10
TYPICAL CROSS SECTIONS
NO SCALE
ROUTE 178
"E178" Sta 394+92.77 TO 397+20
"E178" Sta 397+20 TO 398+76.81
11
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
ETW ES
12'
"E178" LINE
4
& JOIN
SAWCUT
OG
2%
FLATTER
2:1 OR
HP
5%
(TYPE E)
HMA DIKE
R/W
Var
80'-93'
Var
8'-10'
3'
5%
ES ETW ETW ES
10'12'
HP
"E178" LINE
FLATTER
2:1 OR
44
A
3
OG
5-10'
Var
12'24'
(Var)5%5%
HP
Rd
FRONTAGE
23rd St
(TYPE E)
HMA DIKE
(TYPE E)
HMA DIKE
Var
R/WFL
Exist
FL
TYPE B1-6 CURB
4
1'
1%-2%
Var
5
(TYPE CL-6)
CHAIN LINE FENCE
2:
1 OR FLATTER4'
23.6' -34'
Var
6.3'-32.2'
3'
5%
CONFORM
SAWCUT AND
3'
HP
5%
X-11
TYPICAL CROSS SECTIONS
NO SCALEROUTE 178
"E178" Sta 402+25 TO 403+43.17
"E178" Sta 398+76.81 TO 402+25
12
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
"W178" LINE
ETW
Var 24'
& JOIN
SAWCUT
FL
1'
ETW
Exist
(Var)5%
TYPE B2-6 CURB
4
A
OG
3Exist CURB
R/W
Var
7.7'-12.5'
FL R/W
4'
41.9'-43.8'
0.8%-1%
Var
FLATTER
10:1 OR
10'
ETW ETW ESESHP"W178" LINE
4
A
3
4
& JOIN
SAWCUT
& JOIN
SAWCUT
24'
1'
ETW
Exist
1'
ETW
Exist
(Var)
5%
2.5-5%
Var
3.8-5%
Var
FLATTER
2:1 OR
FLATTER
2:1 OR
OG
(TYPE E)
HMA DIKE
SE
R/W
Var
CP
18' MinVar
11'-32'
Rd
FRONTAGE
24th St
4
Exist CURB
Exist CURB
(Var)
4.2'-10'
Var
9.5'-10'
Var
20.5'-24'
Var
31.4'-32.6'
0'-21.6'
Var
5%
HP
3'3'
5%
SE
3'
MGS
ES
FLATTER
2:1 OR
OG
5%
HP
4:1
"W178" LINE
Var 10'
ES
24'
1'
ETW
Exist
ETW
24'
1'
ETW
Exist
& JOIN
SAWCUT
FLATTER
2:1 OR 0-5%
Var
0-2.5%
Var
ETW
19.8'-46.8'
BREAK
GRADE
3-5%
Var (Var)
OG
A 434
Rd
FRONTAGE
24th St
SE
R/W
Var
7.8'-9.5'
Exist CURB
FL
SAWCUT AND CONFORM
5%
3'
HP
4:1
X-12
TYPICAL CROSS SECTIONS
NO SCALEROUTE 178
"W178" Sta 395+67.15 TO 397+50
"W178" Sta 397+50 TO 399+15.96
"W178" Sta 399+15.96 TO 403+75
13
"W178" Sta 400+00 TO 403+75
REVISION DATE DESCRIPTION
REVISED ELEVATIONS05/05/201
1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxca013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
ETWESHP "W178" LINE
4
& JOIN
SAWCUT
FLATTER
2:1 OR
OG
3.6-5%Var
11.8'-20.5'
Var
(TYPE E)
HMA DIKE
R/W
Var
100'-110'
1'
ETW
Exist
8.5'-9.5'
Var3'
5%
MGS
DIKE
Exist
ES
Exist
29.3'-29.6'
Var
X-13
TYPICAL CROSS SECTIONS
NO SCALE
ROUTE 178
"W178" Sta 403+75 TO 405+50
14
REVISION DATE DESCRIPTION
05/05/201 ADDED MGS
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>18:5915-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxda001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
320
260330 340
350
3
5
0
360
360 370
370 380
380
400
400103
1
0
10K-1
KEY MAP AND LINE INDEX
NO SCALEROUTE 178
EB ROUTE 178
24TH St
24TH St
23RD St
LINE
"WB2"
LINE
"EB2" LINE"OAK-1" LINE
"B"
LINE
"24TH"
LINE
"23RD"
LINE
"E178"
LINE
"W178"
ROUTE 178
WB OAK STLINE
"OAK-2"
LINE
"C"
15
E-31
E-3
E-2
S-1
PD-1
U-1
D-1, D-9
G-1
EC-1
WPC-1
L-1, L-9
E-33
E-5
S-3
PD-3
U-3
D-3, D-11
G-3
EC-3
WPC-3
L-3, L-11
E-32
E-4
S-2
PD-2
U-2
D-2, D-10
G-2
EC-2
WPC-2
L-2, L-10
E-34
E-6
S-4
PD-4
U-4
D-4, D-12
G-4
EC-4
WPC-4
L-4, L-12
E-35
E-7
S-5
PD-5
U-5
D-5, D-13
G-5
EC-5
WPC-5
L-5, L-13
E-8
S-6, S-9
PD-6
U-6
D-6, D-14
G-6
EC-6
WPC-6
L-6, L-14
E-9
S-7
PD-7
U-7
D-7, D-15
G-7
EC-7
WPC-7
L-7, L-15
E-30
E-10
S-8
PD-8
U-8
D-8, D-16
G-8
EC-8
WPC-8
L-8, L-16
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
P
DIRT
ASPH
ASPH
ASPHASPHDIRTASPHASPHDIRTCONC
CONC
ASPH
P
ASPHASPHCONCASPHASPH
P P
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4517-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FFFF
F FF8 9 1 2 3 3154891234315
310
LAYOUT
L-1SEE SHEET L-2MATCH LINE "WB2" Sta 315+50R/W
R/W
"WBL" 313+69.36 PT=
No.#R
CURVE DATA
T L
1
2
LINE
"WB2"
SCALE: 1" = 50'
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
314+63.09 BC
"EB2"
0.73' Rt "EBL" +62.10
Beg TAPER
4.73' Rt "EBL" +42.13
Beg BAY TAPER
END TAPER
END BAY TAPER
56.58' Rt "EBL" +99.71
END BAY TAPER
Beg BAY TAPER
END TAPER
55.70' Rt "EBL" +89.41
44.78' Lt "WBL" +81.68
3' Med
9.50' Lt "WB2" 313+69.36
6.20' Lt "EB2" 314+63.09
12.00' Lt "EB2" +32.24
44.50' Lt "WBL" +91.68
56.68' Rt "EBL" +52.47
"EBL" 314+63.09 PT=
~
~
57.59' Rt "EBL" +00
CONFORM TO RW No. 314
END CB (TYPE 60SC)
2. FOR DEMOLITION PLAN, SEE SHEET L-9.
R/W
R/W
SEE STRUCTURE PLANS
(Br. No. 50-0064 R/L)
KERN RIVER BRIDGE
(SEE CONSTRUCTION DETAIL PLANS)
KERN RIVER PARKWAY TRAIL CONNECTION
(SEE STRUCTURE PLANS)
RW No. 314
SAWCUT AND CONFORM
SAWCUT AND CONFORM
Beg TAPER
Beg CITY CURB TYPE "B"
END TAPER
10.50' Rt "WBL" +95.64
Beg CITY CURB TYPE "M"
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
ISLAND AND INTERSECTION DETAILS, SEE CONSTRUCTION
DETAIL PLANS.
66.52' Rt "EBL" +52.77
CONFORM TO Exist
Beg Trans CB
Beg CB (TYPE 60S)
Beg CB (TYPE 60SC)
END CB (TYPE 60S)
70.58' Rt "EBL" +87.79
"EB2" LINEBeg TAPER
DETAIL PLANS)
(SEE CONSTRUCTION
TRAIL CONNECTION
KERN RIVER PARKWAY
BC
313+69.36
"WB2"
LEGEND:
MINOR CONCRETE (TEXTURED PAVING)
~
~
~
AFES (TYPE 12B)
~
16
42'1
2
REVISION DATE DESCRIPTION
1 05/21/19 ADDED DRIVEWAY
2 06/19/19 REMOVED RW No.314
SEE NOTE 4
2
4. FOR ELECTROLIER DETAILS SEE SHEET C-94a.
60MS)
2
"EBL" +09
SCUPPER Mod
Beg CB (TYPE 60MS)
3 11/04/19
3
CONCRETE BARRIER SCUPPER Mod
UTILIZED EXISTING
4 10/01/21 AS-BUILT
4
C-94a FOR DETAILS.
ROADWAY. SEE SHEET
BARRIER. EXTEND 1' INTO
BEGIN 0.6' SLAB UNDER
4
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
5. RELOCATE 27 EXISTING BOLLARDS, INCLUDING CHAIN
LINK CABLE.
4
SEE NOTE 5
4
24TH St
"WBL" LINE
"EBL" LINE
Kern River1 1050.00'543.94'
2 500.55'966.24'
2
2 54'1,630.00'
1,500.00'66'1
6
6
10
7
P
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONCASPH
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
PP
PP
P
P
P
PP
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHASPHASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STP
ASPH
P
PP
P
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4617-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FFCF260
2651234FFFF
CCFC
3206789
1 2
3206789
1
21012347
89LAYOUT
L-2SEE SHEET L-3MATCH LINE "WB2" Sta 322+50SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR
/
W R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT MATCH LINE "WB2" Sta 315+50SEE SHEET L-16' SW
"OAK-2" 14+75.90 EC
"OAK-2" 12+54.41 BC
3
1
2
"EB2" 317+86.35=
No.#R
CURVE DATA
T L
"WB2" 317+74.47=254.41'SCALE: 1" = 50'
2. FOR DEMOLITION PLAN, SEE SHEET L-10.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
END TAPER
37.09' Rt "OAK-2" +67.78
"WB2" +32.73
94.05' Lt
32.13' Lt "OAK-1" +61.87
6' SW
"OAK-1" +91.87
64.00' Lt
Beg BAY TAPER
1
54'54'52'R=5.40'
Beg TAPER
"OAK-1" 256+28.79 PT
"OAK-2" 10+00.00 PT
64'24'64'
"OAK-1" 265+00 PT
33.89' Rt "OAK-1" +43
33.90' Rt "OAK-1" +93
R=2.55'
TYPE "M"
CITY CURB
TYPE "M"
CITY CURB
8' SW
2
5
8' SW
R/W
8' SW
5
R/W
R/WR/WR/WR/WR/WR/W
24.00' Rt "OAK-2" +64.72
23.83' Rt "OAK-2" +87
24.00' Rt "OAK-2 +82.09
ANGLE Pt
38'
38.32' Rt "OAK-1" +50
38.00' Rt "OAK-1" +45
ANGLE Pt ~~
~
(OPEN BUS BAY)
FARSIDE TURNOUT DESIGN
TCE
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
34'
"OAK-1" +04.80
40.00' Rt
END CURB TAPER
TURNOUT DESIGN
MID BLOCK
107.88' Rt "OAK-1" +41
111.62' Rt "EB2" +19
"WB2" +70.75
102.80' Lt
TYPE "B"
Beg CITY CURB
TYPE "B"
END CITY CURB
END CITY CURB TYPE "B"
Beg CITY CURB TYPE "B"
SAWCUT AND CONFORM
66'(SEE STRUCTURE PLANS)
RW No. 314
CONSTRUCTION DETAIL PLANS)
TRAIL CONNECTION (SEE
KERN RIVER PARKWAY
66.00' Rt "EB2" +87.26
Beg CITY CURB TYPE "B"
END CITY CURB TYPE "B"
WALL PLANS)
SW No. 1 (SEE SOUND
SAWCUT AND CONFORM6' SW
10' SW
6' SW
6' SW 6' SW
6' SW
(TYPE CL-6) (W=24')
CHAIN LINK GATE
64' Rt "EB2" +34.20
SAWCUT AND CONFORM
SAWCUT AND CONFORM
(TYPE CL-6) (W=24')
CHAIN LINK GATE
END BAY TAPER
END CITY CURB TYPE "B"
Beg CITY CURB TYPE "B"
END CITY CURB TYPE "B"
24' Lt "OAK-2" +00
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
~
~
1
9
6
31.95' Lt "OAK-1" +24.61
ANGLE POINT
40'
14'
~10'
~~~12'
17
21'+14
42'(TYPE CL-6) Mod
Beg CHAIN LINK FENCE
76.33' Rt "EB2" +14.64
ANGLE POINT
ANGLE POINT ANGLE POINT
ANGLE POINT
58.89' Lt "EB2" +69.05
1
REVISION DATE DESCRIPTION
1 06/03/19 REVISED BACK OF WALK
2
2 06/19/19 REMOVED RW No. 314
~END CB (TYPE 60MS)
3
09/19/19 REVISED NE CORNER 3
23.75' Rt "OAK-2" +46.72
END TAPER
Beg CITY CURB TYPE "B"
28.28' Rt "OAK-2" +00
ANGLE POINT
5
+80
11/04/194 REVISED OAK St Pvmt SECTION
Beg UNDERDRAIN
"EB2" +96.50
4
4
"EB2" +69
END CB (TYPE 60MS) SCUPPER Mod
4
10/01/215 AS-BUILT
~~~0.2' GRIND AND PAVE5
DUE TO UNSUITABLE
ADDITIONAL 6" OF HMA
UNDERDRAIN
ELIMINATE SIDEWALK
5
5
TRANSITION TO TYPE "B" CURB
SEE SHEET C-94a FOR DETAILS
EXTEND 1' INTO ROADWAY
END 0.6' SLAB UNDER BARRIER
5
5
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
4. RELOCATE 27 EXISTING BOLLARDS,
INCLUDING CHAIN LINK CABLE.
PER COB DETAIL D-12
W/ CONCRETE MOW STRIP
(TYPE CL-6) Mod
CHAIN LINK FENCE
5
SEE NOTE 4
5
7 5
"WB2" LINE
"EB2"
LINE
"OAK-1" LINE24TH StOAK St"OAK-2" LINEOLIVE StOAK St1
2
543.94'
500.55'966.24'
1050.00'
3 221.49'111.20'
2
2
2
1 "OAK-1" LINE1,630.00'
1,500.00'
1,000.00'
6
11
11
1
6
10
10
7
7
7
PP
P
P
P
P
pPOOLASPH
ASPHCONC
ASPHASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPH
ASPH ASPHCONC
CONCCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPHASPHCONC
CONCCONC
CONCCONC
ASPH24TH ST
ELM STASPHELM STASPHBEECH STASPHASPHMYRTLE STASPHSPRUCE STP
P
ASPHASPH
P
P
P
P
P
P
PPP
P
PP
PPPP
P
C
O
NC
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOOLASPHASP
HMYRTLE STBEECH STCONC
CONCCONCCONCCONCCONCASPHCONC
ASPH
POOLUB UB
FC
FF FF FF F
FFFF
F
F
F
F F
F
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4617-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
LAYOUT SEE SHEET L-4MATCH LINE "B" Sta 336+50R/W
R/W
R/W
MATCH LINE "WB2" Sta 322+50SEE SHEET L-2No.#R
CURVE DATA
T L
"EB2" 324+29.33 EC
"EB2" 331+86.23 EC
5
4
1
2
"B" 331+71.96 PT
331+97.87 PT =
"EB2"
SCALE: 1" = 50'
2. FOR DEMOLITION PLAN, SEE SHEET L-11.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
L-3
ANGLE Pt
ANGLE Pt
90.52' Lt "B" +16.22
Beg BAY TAPER
"EB2" 329+16.39 BC
Beg TAPER 43'54'54'42'24'325+75.41 BC
"WB2"
175.03' Lt "WB2" +76.24
150.85' Lt "WB2" +46.42
Beg BAY TAPER
1.00' Lt "EB2" +93.18
END BAY TAPER
Med OPENING
END CITY
"WB2" +48.11
1.00' Rt
"WB2" 331+82.56 EC=43'15' Med
TYPE "M"
CITY CURB
176.09' Rt "EB2" +28.72
123.30' Rt "EB2" +90.58
"EB2" +86.23
40.00' Rt
R/W
TCE
R/W
TCE TCE
TCE
TCE
"B" 331+71.96 PT
8.50' Rt
8.50' Lt "B" 331+71.96 PT
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
PLANS)
(SEE STRUCTURE
BOX CULVERT
CARRIER CANAL
222.86' Rt "EB2" +88
"WB2" +08.68
100.20' Lt
Beg CITY CURB TYPE "B"
END CITY CURB TYPE "B"
Beg CITY CURB TYPE "B"
TYPE "B"
END CITY CURB
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
SAWCUT AND CONFORM
1' Rt "WB2" +95.41
END BAY TAPER
12'
Beg CITY CURB TYPE "B"
END CITY CURB TYPE "B"
52.00' Rt "EB2" +41.42
WALL PLANS)
SW No. 2 (SEE SOUND
24' Rt "WB2" +75.41
(TYPE CL-6)
24' CHAIN LINK GATE
(TYPE CL-6)
20' CHAIN LINK GATE
CONFORM
SAWCUT AND
SAWCUT AND CONFORM
SAWCUT AND CONFORM
CONFORM
SAWCUT AND
"EB2" +59.36
46.76' Rt
2.00' Lt "EB2" +91.41
Beg CITY Med OPENING
WALL PLANS)
(SEE SOUND
SW No. 3
EC
BC
END TAPER
16
SAWCUT AND CONFORM
(BY OTHERS)
SOUND WALL (BY OTHERS)
SOUND WALL (BY OTHERS)
SOUND WALL
106.33' Lt "B" +08.12
SAWCUT AND CONFORM
SAWCUT AND CONFORM
120.32' Lt "B" +81.06
END CITY CURB TYPE "B"
Beg CITY CURB TYPE "B"
CITY CURB TYPE "M"
95.37' Lt "WB2" +82.33
END CITY CURB TYPE "B"
130.21' Lt "WB2" +96.93
Beg CITY CURB TYPE "B"
2' Med
TYPE "M"
CITY CURB 20'42'
18
12' Lt "EB2" +83.18
64' Lt "WB2" +85.29
"WB2" 324+19.36 EC
60' Lt "WB2" +17.43
(TYPE CL-6) Mod
END CHAIN LINK FENCE 6" Conc SLAB
FG
BOX CULVERT
TOP OF Exist
BOTH DIRECTIONS
PLACE #5 @ 12"
1' HMA (TYPE A)
NO SCALE
DETAIL A
REVISION DATE DESCRIPTION
07/23/191 ADDED Conc SLAB ABOVE BOX CULVERT
123'SEE DETAIL A
Conc SLAB
11'-3"11'-3"CL
Var 6"-8" 2 SACK SLURRY
2 10/01/21 AS-BUILT
2
BLOCK RAMP
KIT FOX CMU
SEE C-5
MINOR CONCRETE
DRIVEWAY TO REMAIN
CONCRETE (DRIVEWAY)
ADDITIONAL MINOR
2
2
TYPE "M"
END CITY CURB
TYPE "M"
Beg CITY CURB
2'25.25'
10'
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1
13
12
EXTEND EXISTING WOODEN FENCE
STRUCTURAL SECTION.
SAWCUT BOTH END TO CONFORM HMA
EXISTING CONCRETE SLAB TO REMAIN.
24TH StCarrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St"B" LINE
"EB2" LINE
"WB2" LINE
1
2
4
5
543.94'
500.55'
1050.00'
966.24'
304.04'607.15'
135.13'269.84'
1
1 2
1,630.00'
1,500.00'
4,500.00'
2,000.00'
66
9
6
222.00'111.22'1,420.06'16
7
6
2
1
CITY CURB TYPE "B"
6
66
6
6
6
2 +65+88
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
P
P POOLDENSE TREES
ASPHP
PP
PPP P
PP
P
P
P
CONC
CONC
ASPHASPHPOOLCONCCONC
DENSE TREES
ASPHPOOLPOOLPOOLSDENSE TREESASPHDENSE TREESASPHCONC
CONC
CONC ASPHCEDAR STASPHCONCPINE STCONC POOL POOLALDER STPOOL
F F F F F F
FF F F F F
F
FFF F
FF
7
340
345
7 8 9 1 2 3 4 6
4
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4617-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
LAYOUT
L-4SEE SHEET L-5MATCH LINE "24TH" Sta 347+50R/W
R/W
R/W
R/WMATCH LINE "B" Sta 336+50SEE SHEET L-3"24TH" 346+63.45 BC=
7
"23RD" LINE
6
343+61.06 BC
"23RD"
No.#R
CURVE DATA
T L
"B" 346+69.47 PT
1,481.50'
SCALE: 1" = 50'
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
2. FOR DEMOLITION PLAN, SEE SHEET L-12.
NOTES:
"23RD" 343+49.45 PT=
Beg TAPER
18.00' Lt "24TH" +50
15' Med
TYPE "M"
CITY CURB43'43'86.46' Lt "B" +73.75
32.50' Lt "B" 346+69.47
"24TH" LINE
32.50' Rt "B" 346+69.47
11.62'25'18'3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
117.39' Lt "B" +27.24
104.52' Lt "B" +62.89
114.07' Lt "B" +09.43
TCE
TCE TCE
TCE TCE
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
END CITY CURB TYPE "B"
(BY OTHERS)
SOUND WALL
Beg CITY CURB TYPE "B"
(BY OTHERS)
SOUND WALL
END CITY CURB TYPE "B"
Beg CITY CURB TYPE "B"
CONFORM
SAWCUT AND
(BY OTHERS)
SOUND WALL
END CITY CURB TYPE "B"
102.48' Lt "B" +20.40
(BY OTHERS)
SOUND WALL
Beg CITY CURB TYPE "B"
110.49' Lt "B" +55.98
SAWCUT AND CONFORM
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
SAWCUT AND CONFORM
TCE
TCE
7.50' Rt "B" +17
7.50' Rt "B" +09
END CITY CURB TYPE "M"
Beg CITY CURB TYPE "M"
7.50' Lt "B" +76
7.50' Lt "B" +68
Beg CITY CURB TYPE "M" Mod
SAWCUT AND CONFORM
7.50' Rt "B" +76.50
Beg CITY CURB TYPE "M"
END CITY CURB TYPE "M" Mod
END CITY CURB TYPE "M" Mod
SAWCUT AND CONFORM
7.50' Lt "B" +08.50
Beg CITY CURB TYPE "M" Mod
END CITY CURB TYPE "M"
Ret CURB
Ret CURBCURB
Ret
19
25'18'REVISION DATE DESCRIPTION
10/01/21 AS-BUILT 43'10'2'25.25'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1
1
12
13
12
10'12
24TH StPINE StCEDAR StALDER StPINE StCEDAR StA St6 142.09'
7 212.60'408.64'
71.38'
1
2
600.00'
600.00'
6 6
6
6 6
"B" LINE
P
PP
PP
P
ASPHASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
24TH ST
B STASPHC STP
P
P
PP
CONC
CONCPOOLCONCASPHASPH PPP
PP
P
P
P
P
P
P
P
P
P
PP P P
P
P
POOLPOOL CONC CONCCONCASPHASPHASPHASPH
ASPHASPHASPH ASPH
ASPHASPH
ASPHASPHASPH
ASPH
A
S
P
H
ASPHASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
CONC
CONCASPH
CONC
ASPH
ASPH
CONCCONCC STASPHD STE ST23RD ST
23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4617-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FF
F
F
F
350
355
360
8
9
1 2 3 4 6 7 8 9
34
5
3
5
0
35567
8
9
12
3 4 6 7 8
LAYOUT
L-5SEE SHEET L-6MATCH LINE "24TH" Sta 360+50SEE SHEET L-6MATCH LINE "23RD" Sta 358+50R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 347+50SEE SHEET L-4No.#R
CURVE DATA
T L
"23RD" 352+98.39 EC
9
6' SW
"23RD" 348+89.70 BC
347+69.70 EC
"23RD"
7
8
350+68.06 EC
"24TH"
2
6
2
"23RD" 353+46.64 PT
"23RD" 356+93.22 PI
SCALE: 1" = 50'
2. FOR DEMOLITION PLAN, SEE SHEET L-13.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
Beg TAPER
61.58' Lt "24TH" +85.73
62.69' Lt "24TH" +48.82
END TAPER
END TAPER
JOIN Exist Pvmt
SAWCUT AND
68.07' Lt "24TH" +04.23
68.18' Lt "24TH" +49.14
"24TH" 352+31.40 PT
"24TH" 355+78.04 PI
"24TH" 359+24.64 PI
"24TH" +97.61
43.23' Rt
TYPE "B"
END CITY CURB "24TH" +05.36
44.32' Rt
TYPE "B"
Beg CITY CURB
"23RD" +20.29
44.15' Lt
TYPE "B"
END CITY CURB
"23RD" +65.83
50.56' Lt
"23RD" +18.46
57.13' Rt
TYPE "B"
Beg CITY CURB
"23RD" +73.71
48.31' Lt
"23RD" +73.67
43.81' Rt
TYPE "B"
Beg CITY CURB
END CITY CURB TYPE "B"
Beg BAY TAPER
END BAY TAPER
85.13' Rt "23RD" +71.41
Beg CITY CURB TYPE "B"
123.99' Rt "23RD" +64.80
END CITY CURB TYPE "B"
Beg CITY CURB TYPE "B"
66.44' Rt "23RD" +76.77
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
"24TH" +68.06
28.00' Rt
349+25.54 BC
"24TH"
18.00' Rt "23RD" +55.47
Beg CITY CURB TYPE "B"
Beg CITY CURB TYPE "B"
TYPE "B"
Beg CITY CURB
"24TH" +51.70
41.37' Rt
TYPE "B"
Beg CITY CURB
TYPE "B"
Beg CITY CURB
50.55' Rt "23RD" +19.63
TYPE "B"
END CITY CURB
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
12
0.
0
0'
120.00'
R/W
TCE
R/W
TCE
TCE
118.38' Rt "23RD" +16.33
END CITY CURB TYPE "B"
115.88' Rt "23RD" +96.17
Beg CITY CURB TYPE "B"
28.00' Lt "24TH" +50
TYPE "M"
CITY CURB
28.00' Lt "23RD" +78.15
Beg CURB (TYPE A1-6)
~
28.00' Lt "23RD" +00
Beg CITY CURB TYPE "B"
END CURB (TYPE A1-6)
"23RD" +78.15
30.00' Lt
TYPE "B"
Beg CITY CURB
(OPEN BUS BAY)
FARSIDE TURNOUT DESIGN
94.50' Lt "24TH" +51.83
163.34'
62.71 Lt "24TH" +05.05
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
(BY OTHERS)
SOUND WALL
TCE
END CITY CURB TYPE "B"
Beg CITY CURB TYPE "B"
SAWCUT AND CONFORM
END CITY CURB TYPE "B"
CITY CURB TYPE "M"
47.06' Lt "24TH" +59.97
END CITY CURB TYPE "B"
CONFORM
SAWCUT AND
SAWCUT AND CONFORM
62.11' Lt "24TH" +97.80
SOUND WALL PLANS)
SW No. 4 (SEE
TCE
25.00' Rt "24TH" +25.52
SAWCUT AND CONFORM
SOUND WALL PLANS)
SW No. 5 (SEE
SAWCUT AND CONFORM
SAWCUT AND CONFORM
59.40' Rt "24TH" +50.80
END CITY CURB TYPE "B"
END CITY CURB TYPE "B"
SAWCUT AND CONFORM
CONFORM
SAWCUT AND AND CONFORM
SAWCUT
CONFORM
SAWCUT AND
"23RD" +66.23
62.18 Rt
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
96.75' Rt "23RD" +58.34
END CITY CURB TYPE "B"
30.00' Rt "23RD" +75.47
TCE
AND CONFORM
SAWCUT
52.95' Lt "23RD" +19.38
SOUND WALL PLANS)
SW No. 8 (SEE
48.11' Rt "23RD" +72.04
55.58' Rt "23RD" +51.60
TCE
36.42' "23RD" 34.87
BEG CITY CURB TYPE "B"
END CITY CURB (TYPE A1-6)
58.80' Rt "23RD" +48.81
Beg CURB (TYPE A1-6)
Beg CITY CURB TYPE "B"
END CITY CURB TYPE "B"
11
~
"24TH" 348+05.54 EC
END CITY CURB TYPE "B"20'~
16'
22'28'18'20
9.5'
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
NATIVE MATERIAL
NATIVE MATERIAL
UNSUITABLE
SECTION DUE TO
ADDITIONAL 1' OF HMA
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
Beg H=8"
H=8"
END CITY CURB TYPE "B"
H=8"
Beg CITY CURB TYPE "B"
1
1
1
1
1
PURSUANT TO THE PLANS
OVER NATIVE. GRADES
0.66' PCC W/ WIRE MESH
EXISTING SIDEWALK
GUTTER AND 120 SQFT OF
15 LF OF EXISTING CURB AND
REMOVE AND REPLACE APPROX.
24TH St
23RD St
"23
RD" LI
NEBAY StB StC StD StE StC StDRAKE StENCINA St7 212.60'408.64'
6 71.38'142.09'
8 142.53'
9 212.63'408.69'
71.60'25'1
1
LINE
"24TH"18'28'18'28'30'28'600.00'
600.00'
600.00'
600.00'25'6
6
2 2
2
6
6
R=1'+06+157
1
2
ASPHASPHP
PP
PP
P
P
P
PP
P
P
P PP P P PP P P
PP
P
PP
P
P
P
P
P
P
P
P
P
PP
P
PP
PPPP
ASPH
ASPH ASPHASPHCONC
ASPH
ASPH ASPHASPHASPH
ASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
P
P
P
P
P
P
P
P
P
P
P P
PPP
PPP
P
FPP P
P
P
P
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH
ASPH ASPHASPH
CONC
CONC
ASPH ASPHCONC
ASPH
ASPH
CONC
ASPH ASPH
ASPH
ASPHASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH EYE STASPHASPHH STH STG STF ST24TH ST
23RD ST
25TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4617-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
9 1 2 3 4 6 7 8 9 1 2 SEE SHEET L-7MATCH LINE "24TH" Sta 374+50SEE SHEET L-7MATCH LINE "23RD" Sta 372+50LAYOUT
L-6
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 360+50SEE SHEET L-5MATCH LINE "23RD" Sta 358+50SEE SHEET L-5363.34'
346.53'
SCALE: 1" = 50'
52.00' Lt "24TH" +04.91
Beg CITY CURB TYPE "B"
"24TH" 362+71.15 PI
"24TH" +90.83
44.58' Lt
TYPE "B"
END CITY CURB
"24TH" +37.34
47.11' Lt
TYPE "B"
END CITY CURB
"24TH" 369+64.45 PI
"24TH" +03.01
48.74' Rt
TYPE "B"
Beg CITY CURB
"24TH" +90.50
41.92' Rt
TYPE "B"
END CITY CURB
"24TH" +44.60
42.01' Rt
TYPE "B"
Beg CITY CURB
"24TH" +37.62
44.86' Rt
TYPE "B"
END CITY CURB "24TH" +91.74
36.85' Rt
TYPE "B"
Beg CITY CURB
"24TH" +40.96
52.07' Rt
TYPE "B"
Beg CITY CURB
"24TH" +81.15
52.63' Rt
TYPE "B"
END CITY CURB
"23RD" +71.46
61.04' Rt
TYPE "B"
Beg CITY CURB
TYPE "B"
END CITY CURB
"23RD" +07.85
46.67' Rt
"23RD" +49.71
51.97' Lt
TYPE "B"
END CITY CURB
"23RD" 370+79.59 PI
"23RD" +06.68
49.46' Rt
TYPE "B"
Beg CITY CURB
TYPE "B"
END CITY CURB
"23RD" +52.36
48.88' Rt
"23RD" +05.91
41.97' Lt
TYPE "B"
END CITY CURB
"23RD" 367+33.04 PI
"23RD" +60.14
62.38' Rt
TYPE "B"
Beg CITY CURB
TYPE "B"
END CITY CURB
"23RD" +06.07
56.54' Rt "23RD" +59.26
57.38' Rt
TYPE "B"
END CITY CURB
TYPE "B"
Beg CITY CURB
"23RD" +13.24
50.43' Lt
"23RD" +59.08
46.91' Lt
TYPE "B"
END CITY CURB
"24TH" +45.90
37.00' Lt
"24TH" +91.70
46.97' Lt
TYPE "B"
Beg CITY CURB "24TH" +31.05
49.32' Lt
373+10.93 PI
"24TH"
"23RD" +07.73
56.19' Lt
TYPE "B"
END CITY CURB
"23RD" +71.61
43.41' Lt
TYPE "B"
Beg CITY CURB
"23RD" +60.14
43.23' Lt
TYPE "B"
Beg CITY CURB
TYPE "B"
END CITY CURB TYPE "B"
Beg CITY CURB
2. FOR DEMOLITION PLAN, SEE SHEET L-14.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
TYPE "B"
Beg CITY CURB
"23RD" +09.44
51.94' Lt
R/W
TCE
TCE TCE TCE
TCE
TCE
R/W
363+86.34 PI
"23RD"
366+17.73 PI
"24TH"
360+39.75 PI
"23RD"
"24TH" +37.36
51.98' Lt
TCE
"24TH" +39.40
51.97' Rt
TYPE "B"
END CITY CURB
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
TCE
TCE TCE
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND JOIN
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
WALL PLANS)
(SEE SOUND
SW No. 6 "23RD" +13.73
42.42' Rt
TYPE "B"
Beg CITY CURB
CONFORM
SAWCUT AND CONFORM
SAWCUT AND
"24TH" +91.35
49.27' Lt
21REVISIONDATEDESCRIPTION
10/01/21 AS-BUILT1
SIDEWALK
REPLACE
REMOVE AND
IN PARKWAY
GRANITE
DECOMPOSED
1
TYPE "B" H=8"
Beg CITY CURB
SIDEWALK
MATCH EXISTING
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
H=8"TYPE "B"
Beg CITY CURB
H=8"
END H=8"
Beg H=8"
H=8"
24TH St
23RD St
"24TH" LINE
"23RD" LINE G StH StF StF StG StH StEYE StEYE St2
2
2
2
2
PP
A
SPH
ASPH
ASPHASPH
TRAILER
CONC
P
P
P P
ASPHCONCASPH
CONC
FPASPHASPHASPHASPH
ASPHASPH
CONCCONC
ASPHASPH
ASPH CONC
CONCCONC
CONC
ASPHASPHASPHP
P
P
P
PPPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
P
PP
FP
P
FP
ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPHASPHCONC
ASPHASPHASPHASPHASPH
ASPHCONCCONCASPHCONC
CONC
ASPH
ASPH
CONCASPH
ASPH CONCASPHASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPHASPH
ASPH
24TH ST
23RD ST M STL STK STASPHCHESTER AV25TH ST
SEE SHEET L-8"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION L-7
LAYOUT
R/W
R/W
R/W
R/W
R/W
R/W
R/W
MATCH LINE "24TH" Sta 374+50SEE SHEET L-6MATCH LINE "23RD" Sta 372+50SEE SHEET L-610
11
"W178" 395+67.15
2
363.34'
363.31'
No.#R
CURVE DATA
T L
12
383+09.98 PRC
"24TH"
SCALE: 1" = 50'
2. FOR DEMOLITION PLAN, SEE SHEET L-15.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
"24TH" +28.75
39.56' Lt
"24TH" +31.73
45.90' Rt
TYPE "B"
END CITY CURB
"24TH" +16.87
40.88' Rt
TYPE "B"
Beg CITY CURB
"23RD" +00.16
61.09' Lt "23RD" +85.44
54.08' Lt
TYPE "B"
Beg CITY CURB
"23RD" +00.22
42.27' Rt
TYPE "B"
END CITY CURB
"23RD" +85.47
47.31' Rt
TYPE "B"
Beg CITY CURB
"24TH" +10.19
93.85' Lt
"24TH" +64.16
94.02' Lt 39.5'"24TH" +97.50
87.22' Lt
53.44' Lt "W178" +82.30
57.87' Rt "W178" +10.85
65.63' Lt "E178" +20.42
"24TH" +28.80
64.97' Lt
380+73.61 BC
"24TH"
"24TH" +10.17
47.57' Rt
TYPE "B"
END CITY CURB
"24TH" +64.57
56.12' Rt
TYPE "B"
Beg CITY CURB
"24TH" +50.30
42.11' Rt
TYPE "B"
END CITY CURB
TYPE "B"
Beg CITY CURB
TYPE "B"
Beg CITY CURB
"24TH" +09.79
43.47' Rt
TYPE "B"
END CITY CURB
"23RD" +33.13
41.94' Lt
TYPE "B"
Beg CITY CURB
TYPE "B"
END CITY CURB
"23RD" +78.75
52.25' Lt
"23RD" +78.73
48.04' Rt
TYPE "B"
END CITY CURB
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
"24TH" +20.23
39.31' Lt
Beg CURB (TYPE A2-6)
"24TH" +84.77
58.40' Rt
TYPE "B"
END CITY CURB Beg CURB (TYPE B2-6)
"23RD" 384+98.84 PT=
59.50' Lt "23RD" +71.74
END CITY CURB TYPE "B"
12.00' Lt "E178" 394+92.77
Beg CURB (TYPE A2-6)27'27'
"24TH" 387+39.53 PCC=
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
END TAPER
TYPE "B"
Beg CITY CURB
ANGLE Pt
TYPE "B"
Beg CITY CURB
TYPE "B"
END CITY CURB
Beg CURB (TYPE A2-6)
TYPE "B"
END CITY CURB
END CITY CURB TYPE "B"
TCE TCE
TCE
TCE
TCE TCE
48.48' Rt "24TH" +21.24
END CITY CURB TYPE "B"
TCE
TCE TCE
TCE
6' SW
TCE
TCE
376+74.26 PI
"24TH"
374+42.89 PI
"23RD"
"24TH" +76.12
39.50' Lt
TCE
R/W
R/W
TYPE "M"
END CITY CURB
END BAY TAPER
END BAY TAPER
"C" +07.39
6.50' Lt
"C" +05.54
6.50' Lt
"C" +23.38
4.5' Lt
"C" +74.89
1.95' Lt
TYPE "M"
Beg CITY CURB
TYPE "M"
Beg CITY CURB
R=1'
"C" 10+00.00
CONFORM
SAWCUT AND
"C" 13+46.37
376+74.47 PT=
"24TH"
AND CONFORM
SAWCUT
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
CONFORM
SAWCUT AND
"C" +74.95
2.42' Lt
2' Med
4.5'
CONFORM
SAWCUT AND
CONFORM
SAWCUT AND
"24TH" +63
39.50' Lt
"24TH" +75.06
53.53' Lt
TYPE "B"
END CITY CURB
"24TH" +68.10
27' Rt
AND CONFORM
SAWCUT
CONFORM
SAWCUT AND
SAWCUT AND CONFORM
"23RD" +24.68
206.53' Lt
Beg CITY CURB TYPE "B"
40.94' Lt "23RD" +79.59
AND CONFORM
SAWCUT
AND CONFORM
SAWCUT
CONFORM
SAWCUT AND
374+43.10 PT=
"23RD"
2
64.03' Rt "23RD" +18.26
END CITY CURB TYPE "B"
43.99' Rt "23RD" +32.95
Beg CITY CURB TYPE "B"
SAWCUT AND CONFORM
"23RD" 381+52.24 PI
55.36' Rt "23RD" +79.47
Beg CITY CURB TYPE "B"
"E178" 394+92.77 PTCONFORM
SAWCUT AND
SAWCUT AND CONFORM
SAWCUT AND CONFORM
46.68' Rt "23RD" +71.65
34.08' Rt "E178" +20
2
2
2
"24TH" +78.15
27.20' Lt
Beg TAPER
CONCRETE IN KIND
REPLACE STAMPED
CONCRETE IN KIND
REPLACE STAMPED
22
+22x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4617-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6
77
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123
REVISION DATE DESCRIPTION
1 05/22/19 REVISED WB LAYOUT
1
1
1
TO CONCRETE CROSSWALK
ELIMINATE SECTION CONFORM
2 10/01/21 AS-BUILT
EXISTING DRIVEWAY
RECONSTRUCT HALF OF
2
2
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
H=8"TYPE "B"
END CITY CURB
SEE L-7r FOR DETAILS
REMOVAL AND REPLACEMENT
PERFORM ADDITIONAL SAWCUTTING
TYPE "B"
Beg CITY CURB
H=8"
TYPE "B"
Beg CITY CURB
H=8"
24TH St
23RD St L StK StK StL StM StM StCHESTER AveCHESTER Ave"24TH" LINE
"23RD" LINE
10 119.14'236.37'
11 219.83'429.55'
12 28.97'57.91'
762.00'
820.00'
820.00'
L
IN
E"W
178"
"E178" LINE"C" LINE
FPASPHASPHASPHASPH
ASPHASPH
CONCCONC
ASPH
ASPHASPH
ASPH CONCA
SPHCONCCONC
CONC
ASPHASPHASPHP
P
P
P
PPPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
P
PP
FP
P
FP
ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPHASPHCONC
CONC
ASPHASPHASPHASPHASPH
ASPHCONCCONCASPHCONC
CONC
ASPH
ASPH
CONCASPH
ASPH CONCASPHASPHASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPHASPH
ASPH
24TH ST
23RD ST M STL STK STASPHCHESTER AV25TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea007r.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6
77 8395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123 SEE SHEET L-8"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION LAYOUTMATCH LINE "24TH" Sta 374+50SEE SHEET L-6MATCH LINE "23RD" Sta 372+50SEE SHEET L-6SCALE: 1" = 50'
2. FOR DEMOLITION PLAN, SEE SHEET L-15.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
BC
No.#R
CURVE DATA
T L
16
"24TH" +64.28
70.99' Lt
EC
"24TH" +36.79
40.33' Lt
Beg TAPER
"24TH" +03.98
37.93' Lt
"24TH" +81.35
27.78' Lt
"24TH" +63.71
41.09' Lt
END TAPER
"24TH" +76.32
59.29' Lt
"24TH" +29.51
69.38' Lt "24TH" +38.30
41.84' Lt
17
EC
87.21' Lt "24TH" +97.38
58.37' Lt "W178" +81.20
Beg CURB (TYPE A2-6)
EC
"24TH" +02.66
20.75' Rt
"24TH" +20.81
46.55' Rt
TYPE "B"
END CITY CURB"24TH" +71.82
21.45' Rt
BC
EC
"24TH" +50.05
21.36' Rt
"24TH" +27.65
19.67' Rt
BC
TYPE "B"
Beg CITY CURB
"24TH" +10.42
40.32' Rt
18
19
REVISED SHEET
L-7
22r
BC
"24TH" +42.75
39.82' Lt
EC 42.30' Lt "24TH" +77.24
"24TH" +90.94
39.97' Lt
BC
20
r
REVISION DATE DESCRIPTION
0 06/03/19 REVISED WB LAYOUT
TYPE "B"
Beg CITY CURB
"24TH" +56.69
25.73' Rt
"24TH" +50.30
42.11' Rt
TYPE "B"
END CITY CURB
1 10/01/21 AS-BUILT
24TH STREET
NE CORNER K STREET AND
REPLACE CURB RAMP AT
AND SIDEWALK TO REMAIN
EXISTING CURB GUTTER
TYPE "B" H=8"
Beg CITY CURB
TYPE "B" H=8"
END CITY CURB
TYPE "B" H=8"
Beg CITY CURB
END CITY CURB TYPE "B" H=8"
A2-8
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
L
IN
E"W
178"
"E178" LINE
16 766.00'117.77'59.00'
17 765.00'109.69'54.94'
18
19
765.00'119.36'59.80'
765.00'127.49'63.89'
20 765.00'45.39'90.67'CHESTER AveK StL StM StM StL StK StCHESTER Ave23RD St
24TH St
"23RD" LINE
"24TH" LINE
P
P ASPHASPHASPHCONC CONCASPH
ASPHASPHM STP ASPHA
SPH
ASPHASPH
ASPHP
PP
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH ST
25TH ST
N STQ STASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
LAYOUT
L-8
R
/W
R/W
R
/W
R/W
R/W
R/WMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET L-714
15
13
227.02'
"W178" 396+25.05 EC
"W178" 398+52.08 BC
"W178" 402+44.25 PCC
"W178" 405+51.12 EC
"E178" 405+80.45 PT
"E178" 395+55.58 BC
"E178" 398+84.10 EC
No.#R
CURVE DATA
T L
12
SCALE: 1" = 50'
2. FOR DEMOLITION PLAN, SEE SHEET L-16.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
35.97' Lt "W178" +15.96
Beg CURB (TYPE B2-6)
Beg TAPER
Beg TAPER
Beg TAPER
Beg TAPER
46.00' Lt "E178" +56
"E178" +53.10
47.70' Lt
(TYPE A2-6)
END CURB
41.98' Lt "W178" +03.91
END CURB (TYPE A2-6)
END CURB (TYPE B2-6)
34.00' Rt "W178" +82.43
40.74' Lt "E178" +00
Beg HMA DIKE (TYPE E)
22.00' Rt "E178" +76.81
END HMA DIKE (TYPE E)
22.00' Rt "E178" +43.17
13.90' Rt "E178" +43.17
12.00' Rt "E178" +84.84
34.00' Lt "W178" +75.98
20.27' Lt "W178" +50
34.00' Lt "W178" +02.71
27.87' Rt "W178" +75
CONFORM TO Exist
4. M St INTERSECTION SHOWN FOR REFERENCE ONLY. SEE
34.00' Rt "W178" +51.27
END TAPER
29.00' Rt "W178" +99.21
END TAPER
(TYPE E)
END HMA DIKE
L-7 FOR INTERSECTION DETAILS.
30.98' Rt "E178" +76.81
Beg CURB (TYPE B1-6)
42.49' Rt "E178" +76.60
ANGLE Pt 45.23' Rt "E178" +93.07
45.91' Lt "E178" +20
29.63' Rt "E178" +00
41.32' Rt "E178" +96.98
38.45' Rt "E178" +52.98
25.72' Rt "E178" +77
Beg CURB (TYPE A2-6)
Beg HMA DIKE (TYPE E)
END CURB (TYPE B2-6)
END CURB (TYPE A2-6)
"E178" +65
46.95' Lt
(TYPE B2-6)
Beg CURB
"E178" +15
45.00' Lt
ANGLE Pt
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
15.28' Rt "E178" +53.38
END CURB (TYPE A2-6)
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
END HMA DIKE (TYPE E)
END TAPER
SAWCUT AND CONFORM
END TAPER
CONFORM
SAWCUT AND SAWCUT AND CONFORM
(TYPE CL-6)
END CHAIN LINK FENCE
END CURB (TYPE B1-6)
(TYPE CL-6)
Beg CHAIN LINK FENCE SAWCUT AND CONFORM
Beg HMA DIKE (TYPE E)
END CURB (TYPE B2-6)
CONFORM TO Exist
"W178" +82
CONFORM
SAWCUT AND
+
2
5
23
43.34' Lt "W178" +85.05
11.83' Rt "W178" +99.40
F
F
FF F
F
C
FC F
395 67
400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
REVISION DATE DESCRIPTION
1 03/28/19 REVISED WB LAYOUT
1
2 10/01/21 AS-BUILT
AND OVERLAY
0.2' GRIND AA2
ES
1'-0"
1'-4"
4:1
SECTION A-A
399+84. HMA DIKE EAST OF STA 399+84
CONCRETE DIKE BETWEEN STA 398+77 AND 4"R=1"
R=1"
LEVEL LINE
VarLONGITUDINAL BAR
ONE (1) #4
FL
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
WB ROUTE 178
EB ROUTE 178
"E178" LINEM StN StO StM StN StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
LINE
"24TH" LINE
"23RD"
4
4
14 201.81'392.17'
15 153.63'306.87'2,452.97'
12 28.97'57.91'
13 328.52'166.87'
4
3
4
3
10'
10'
10'
10'
3
6'
1
2'24'24'5'
4
820.00'
760.00'
674.00'
3
3
5"W
178"
L
IN
E+50+20+00
P
P ASPHASPHASPHCONC
CONC CONCASPH
ASPHASPH23RD ST M STP ASPHA
SPH
ASPHASPH
ASPHP
PP
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHASPH
ASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH ST
25TH ST
N STQ STASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
F
F
FF F
F
C
FC F
395 67
400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
LAYOUT
L-8
R
/W
R/W
R
/W
R/W
R/W
R/WMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET L-714
15
227.02'
"W178" 396+25.05 EC
"W178" 398+52.08 BC
"W178" 402+44.25 PCC
"W178" 405+51.12 EC
No.#R
CURVE DATA
T L
12
SCALE: 1" = 50'
2. FOR DEMOLITION PLAN, SEE SHEET L-16.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
Beg TAPER
20.27' Lt "W178" +50
34.00' Lt "W178" +02.71
4. M St INTERSECTION SHOWN FOR REFERENCE ONLY. SEE
L-7 FOR INTERSECTION DETAILS.
3. FOR DRIVEWAYS, CURB RETURNS, CURB RAMPS, MEDIAN
ISLAND, SIDEWALK, AND INTERSECTION DETAILS NOT
SHOWN, SEE CONSTRUCTION DETAIL PLANS.
END HMA DIKE (TYPE E)
END TAPER
SAWCUT AND CONFORM
CONFORM
SAWCUT AND
"W178" +99.40
11.83' Rt
41.73' Lt "W178" +85.44
41.85' Lt "W178" +23.57
END CURB (TYPE A2-6)
"W178" +08.74
24.00' Rt
Beg TAPER
25.90' Rt "W178" +82.74
END CURB (TYPE B2-6)25.89' Rt "W178" +63.53
BC
END TAPER
16
37.27' Lt "W178" +13.59
Beg CURB (TYPE B2-6)
35.56' Lt "W178" +76.01
Beg HMA DIKE (TYPE E)
END CURB (TYPE B2-6)
"W178" +82
CONFORM TO Exist
51.96' Lt "W178" +80.93
END CURB (TYPE B2-6)
EC
29.25' Rt "W178" +75
CONFORM TO Exist
29' Rt "W178" +40.47
REVISED SHEET
r
23r
REVISION DATE DESCRIPTION
0 4/11/19 REVISED WB LAYOUT
29.32' Rt "W178" +86
27.72' Rt "W178" +00
(TYPE SFT)
END ANCHOR ASSEMBLY
Beg MGS (TYPE 11A LAYOUT)
1 ADDED MGS
Alt IN-LINE TERMINAL SYSTEM
END MGS (TYPE 11A LAYOUT)
VEGETATION Cntl
5/12/20
1
10/01/212 AS-BUILT
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
CONSTRUCT ROCK BLANKET
WB ROUTE 178
EB ROUTE 178
"E178" LINEM StN StO StM StN StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
LINE
"24TH" LINE
"23RD"
4
14 201.81'392.17'
15 153.63'306.87'2,452.97'
12 28.97'57.91'
13 328.52'166.87'
4
3
4
820.00'
760.00'
674.00'
3
"W
178"
L
IN
E+5048'
10'5'
16 683.00'201.88'392.59'
P
DIRT
ASPH
ASPH
ASPHASPHDIRTASPHASPHDIRTCONC
CONC
ASPH
P ASPHASPHASPHCONCASPHASPH
P P
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
8 9 1 2 3 3154891234315
310
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET L-10MATCH LINE "WB2" Sta 315+50R/W
R/W
L-9
LAYOUT
DEMOLITION
SCALE: 1" = 50'
"WB2" LINE
"WBL" +82
"EBL" +49
"EBL" +95
Rem BOLLARD (6 EA)
Rem 265' Conc CURB
Beg Rem AC DIKE
Rem 306' AC DIKE
Beg Rem Conc Pvmt
Beg Rem Conc CURB
Rem 13 CY Conc Pvmt
SEE STRUCTURE PLANS
(Br. No. 50-0064 R/L)
KERN RIVER BRIDGE
R/W
R/W
Beg Rem Conc CURB
Beg Rem Conc Pvmt
Conc CURB
Rem 509'
"EB2" LINE
Rem 890 SF AC Conc Pvmt
Conc SW
Rem 22 CY
24
LEGEND:
CONCRETE PAVEMENT
ASPHALT CONCRETE PAVEMENT
BEHIND Prop SW
RELOCATE LIGHT
BEHIND Prop SW
RELOCATE TREES
DESCRIPTION
REVISED BACK OF WALK
DATE
06/03/19
REVISION
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"WBL" LINE
"EBL" LINE
Kern River
ASPH
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
PP
PP
P
P
P
PP
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHASPHASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPHCONC
ASPH
P
PP
P
P
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3206789
1 2
3206789
1
21012347
892602651234FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
LAYOUT
L-10SEE SHEET L-11MATCH LINE "WB2" Sta 322+50SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR/WR/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT MATCH LINE "WB2" Sta 315+50SEE SHEET L-9DEMOLITION
SCALE: 1" = 50'
"EB2" +47
"OAK-2" +88
"OAK-2" +00
"EB2" +71"EB2" +31
"OAK-1" +43
Rem BOLLARD (15 EA)
Rem 308' Conc CURB
Rem BOLLARD (25 EA)
Rem 588' Conc CURB
Conc SW
Rem 5 CY
END Rem Conc SW
END Rem Conc CURB
Conc Dwy
Rem 4 CY
Conc SW
Rem 11 CY
Rem 365' Conc CURB
Rem 810 SF AC Pvmt
Rem 10 CY Conc Gtr
Beg Rem Conc SW
END Rem Conc CURB
Conc SW
Rem 7 CY
Rem 88' Conc CURB
Rem 242 SF AC Pvmt
Rem 2 CY Conc Gtr
Rem 22' Conc CURB
Rem 320' Conc CURB
Rem 11 CY Conc Pvmt
Rem 200' AC DIKE
Beg Rem Conc CURB
END Rem AC DIKE
Rem 850' Conc CURB
Rem 298' Conc CURB
Rem 3 CY Conc SW
END Rem Conc CURB
Rem 4 CY Conc SW
Rem 29' Conc CURB
Rem 21' AC DIKE
Rem 145 SF AC Pvmt
Conc CURB
Rem 44'
Rem 29 CY Conc SW
Beg Rem Conc SW
Beg Rem Conc CURB
Beg Rem Conc SW
Beg Rem Conc CURB
Rem 15 CY Conc SW
Rem 353 SF AC Pvmt
AC Pvmt
Rem 6,949 SF
Rem 1,924 SF AC Pvmt
Rem 5 CY Conc SW
Rem 243 SF AC Pvmt
Rem Ltg & Fdn
"OAK-1" +43
FENCE REMOVAL
Beg CHAIN LINK
AC Pvmt
Rem 1,686 SF
25
1,796
1761
1
1
REVISION DATE DESCRIPTION
1 06/03/19 REVISED BACK OF WALK
BEHIND Prop SW
RELOCATE TREES
BEHIND Prop SW
RELOCATE LIGHTS
BEHIND Prop SW
RELOCATE LIGHTS
Prop SW
TREES BEHIND
RELOCATE (4)
2 10/01/21 AS-BUILT
EXISTING TWO (2) PALMS
CLEAR/GRUB AND REMOVE
OF CONCRETE PADS
REMOVE REMAINING PORTION
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
EXISTING CURB.
REMOVE APPROX. 65 LF
"EB2" LINE
"OAK-1" LINE24TH StOAK St"OAK-2" LINEOAK St"WB
2
" L
INE "OAK-1" LINEOLIVE StLINK FENCE
Rem 361' CHAIN
LINK FENCE
Rem 242' CHAIN
PP
P
P
P
P
pPOOLASPH
ASPHCONC
ASPHASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPH
ASPH ASPHCONC
CONCCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPHASPHCONC
CONCCONC
CONCCONC
ASPH24TH ST
ELM STASPHELM STASPHBEECH STASPHASPHMYRTLE STASPHSPRUCE STP
P
ASPHASPH
P
P
P
P
P
P
PPP
P
PP
PPPP
P
C
O
NC
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOO LPOOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOLUB UB
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6
LAYOUT
L-11
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
R/W
R/W
MATCH LINE "WB2" Sta 322+50SEE SHEET L-10DEMOLITION
SCALE: 1" = 50'
R/W
R/W
"WB2" +09
"WB2" +76
"WB2" +46
"WB2" +97
"WB2" +82
"EB2" +91
"WB2" +11
"EB2" +25
"WB2" +35
"WB2" +79 "WB2" +34
"B" +79
"B" +71
"B" +26
"B" +08
"B" +81
"B" +16
Beg Rem Conc SW
Beg Rem Conc CURB
Rem 17' Conc CURB
Rem 122' Conc CURB
Rem 9 CY Conc Dwy
Beg Rem Conc CURB
Conc Dwy
Rem 2 CY
Conc Dwy
Rem 4 CY
Beg Rem Conc CURB
Conc SW
Rem 2 CY
Rem 97' Conc CURB
Conc SW
Rem 1 CY
Beg Rem Conc SW
Beg Rem Conc CURB
Rem 19' Conc CURB
Rem 543' Conc CURB
Rem 17 CY Conc SW
Rem 24' Conc CURB
BARRIER (TYPE K)
Rem 60' Conc
END Rem AC Pvmt
END Rem Conc CURB
Rem 10 CY Conc SW
Rem 297' Conc CURB
Rem 13 CY Conc SW
Rem 21' Conc CURB
Rem 188' Conc CURB
Conc CURB
Rem 21'
Rem 119' AC DIKE
Rem 173' Conc CURB
Beg Rem AC DIKE
END Rem Conc CURB
BARRIER (TYPE K)
Rem 60' Conc
Rem 150' Conc CURB
Rem 103' Conc CURB
Rem 58' AC DIKE
Conc Dwy
Rem 2 CY
AC Pvmt
Rem 47 SF
BARRIER (TYPE K)
Rem 60' Conc
END Rem AC Pvmt
END Rem Conc CURB
BARRIER (TYPE K)
Rem 60' Conc
END Rem AC Pvmt
END Rem Conc CURB
Conc SW
Rem 8 CY
Conc Gtr
Rem 6 CY
Conc Gtr
Rem 2 CY
Beg Rem Conc CURB
Beg Rem Conc CURB
Beg Rem Conc CURBSEE SHEET L-12MATCH LINE "B" Sta 336+50END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB END Rem Conc CURB
Rem 7 CY Conc SW
Rem 7 CY Conc SW
Rem 2 CY Conc Dwy
Conc Dwy
Rem 7 CY
Rem 36 CY Conc Dwy
END Rem Conc CURB
Beg Rem Conc CURB
Conc CURB
Rem 260'
Conc Dwy
Rem 6 CY
Rem 7 CY Conc SW
Conc CURB
Rem 176'
Conc CURB
Rem 151'
Conc CURB
Rem 148' Conc CURB
Rem 176' Conc CURB
Rem 161'
Conc CURB
Rem 207'
Rem 9 CY Conc SW
Conc CURB
Rem 472'
AC Pvmt
Rem 223 SF
Rem 76' Ret WALL
Conc Gtr
Rem 2 CY
94.20m Off=309.06'
Sta=326+47.54
E=6252958.17 Lon=1192'8.1
N=2326255.03 Lat=3522'48.4
2 CY Conc Dwy
Rem
"EB2" +88
LINK FENCE
Rem 86' CHAIN
LINK FENCE
Rem 257' CHAIN
END Rem CHAIN LINK FENCE
"EB2" +97
Beg Rem CHAIN LINK FENCE
LINK FENCE
Rem 164' CHAIN
Rem 142' PROPERTY WALL
PROPERTY WALL
Rem 122'
AC Pvmt
Rem 2159 SF
Conc CURB
Rem 28'
Rem CHANNELIZER (10 EA)
Rem UNDERDRAIN (2 EA)
Rem UNDERDRAIN (2 EA)
CHANNELIZER 10 EA)
Rem
Rem 691 SF AC Pvmt
26
AC Pvmt
Rem 580 SF
109 SF
AC Pvmt
Rem 483 SF
REVISION DATE DESCRIPTION
06/12/201 REVISED REMOVAL LIMITS
1
1
1
ENGINEER
AS DIRECTED BY THE
SIDEWALK TO REMAIN
2 10/01/21 AS-BUILT
2
6 CY
TO REMAIN
EXISTING CONCRETE
2
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
2
24TH StCarrier Canal"EB2" LINE
"WB2" LINE
"B" LINEELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
P
P POOLDENSE TREES
ASPHP
PP
PPP P
PP
P
P
P
CONC
CONC
ASPHASPHPOOLCONCCONC
DENSE TREES
ASPHPOOLPOOLPOOLSDENSE TREESASPHDENSE TREESASPHCONC
CONC
CONC ASPHCEDAR STASPHCONCPINE STCONC POOL POOLALDER STPOOL
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7
340
345
7 8 9 1 2 3 4 6
4
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
LAYOUT
L-12SEE SHEET L-13MATCH LINE "24TH" Sta 347+50R/W
R/W
R/WMATCH LINE "B" Sta 336+50SEE SHEET L-11LINE
"24TH"
DEMOLITION
SCALE: 1" = 50'
LINE
"23RD"
R/W
"B" +18
"B" +72
"B" +64
"B" +20
"B" +10
"B" +66
"B" +27
"B" +63
"B" +74 "B" +56"B" +20"B" +09
Conc SW
Rem 7 CY
Conc DWY
Rem 4 CY
Conc Dwy
Rem 2 CY
Conc CURB
Rem 16' Conc SW
Rem 16 CY
BARRIER (TYPE K)
Rem 60' Conc
Conc Gtr
Rem 2 CY
AC Pvmt
Rem 50 SF
Conc CURB
Rem 16'
Conc Gtr
Rem 2 CY
AC Pvmt
Rem 54 SF
Conc SW
Rem 10 CY Conc SW
Rem 9 CY
Conc Gtr
Rem 1 CY
BARRIER (TYPE K)
Rem 60' Conc
Conc Gtr
Rem 1 CY
90 SF AC Pvmt
Rem
Conc CURB
Rem 38'
Conc SW
Rem 2 CY
BARRIER (TYPE K)
Rem 60' Conc
Beg Rem Conc SW
Beg Rem Conc CURB
Beg Rem Conc CURB
Beg Rem Conc CURB
Conc CURB
Beg Rem Conc CURB
Beg Rem
Conc DWY
Rem 14 CY
END Rem Conc CURB
END Rem Conc CURB END Rem Conc CURB
Conc Dwy
Rem 16 CY
Conc Dwy
Rem 3 CY
END Rem Conc CURB
END Rem Conc CURB
END Rem Conc CURB
Beg Rem Conc CURB
Conc CURB
Rem 485'
Conc CURB
Rem 467'
Conc CURB
Rem 491'
Conc CURB
Rem 285'
Conc CURB
Rem 147'
Conc CURB
Rem 147'
Conc CURB
Rem 151'
Conc CURB
Rem 151'
Conc CURB
Rem 149'
Conc Dwy
Rem 1 CY
Conc SW
Rem 2 CY
Conc CURB
Rem 164'
Conc CURB
Rem 23'
1 CY Conc SW
Rem
Conc DWY
Rem 5 CY
1 CY Conc SW
Rem
Conc DWY
Rem 10 CY
Conc DWY
Rem 2 CY
CHANNELIZER (10 EA)
Rem
CHANELLIER (10 EA)
Rem
Rem CHANNELIZER (11 EA)
Rem UNDERDRAIN (2 EA)
Rem UNDERDRAIN (2 EA)
Rem UNDERDRAIN (2 EA)
27
REVISION DATE DESCRIPTION
06/12/201 REVISED REMOVAL LIMITS
AC Pvmt
Rem 521 SF
AC Pvmt
Rem 549 SF
AC Pvmt
Rem 635 SF
Conc SW
Rem 1 CY
439
1 1 1
1
1
2
2
2 10/01/21 AS-BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"B" LINEPINE StPINE StCEDAR StCEDAR StALDER StA St
P
PP
PP
P
ASPHASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
24TH ST
B STASPHC STP
P
P
PP
CONC
CONCPOOLCONCASPHASPH CONC
PPP
P
PP
P
P
P
P
P
P
P
P
P
PP P P
P
P
POOLPOOL CONC CONCCONCPOOLPOOL
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPHASPHASPH ASPH
ASPHASPH
ASPHASPHASPH
ASPH
A
S
P
H
ASPHASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
CONC
CONCASPH
CONC
ASPH
ASPH
CONCCONCC STDRAKE STASPHASPHASPHD STE ST23RD ST
23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
350
355
360
8
9
1 2 3 4 6 7 8 9
34
5
3
5
0
35567
8
9
12
3 4 6 7 8
LAYOUT
L-13
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET L-14MATCH LINE "24TH" Sta 360+50SEE SHEET L-14MATCH LINE "23RD" Sta 358+50R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 347+50SEE SHEET L-12DEMOLITION
SCALE: 1" = 50'
"23RD" +67
"23RD" +71
"23RD" +65
"23RD" +73
"23RD" +13
"23RD" +16
"23RD" +58
"23RD" +76
"23RD" +95
"24TH" +86
"24TH" +49
"23RD" +74
"23RD" +35
"23RD" +19
"23RD" +20
"23RD" +66
Beg Rem Conc SW
Beg Rem Conc CURB
Conc CURB
Rem 164'Rem 28' Conc CURB
Rem 27 CY Conc SW
Conc CURB
Rem 26' Rem 379' Conc CURB
Conc CURB
Rem 20'
Rem 465' Conc CURB
Rem 11 CY Conc SW
Beg Rem Conc SW
Beg Rem Conc CURB
Rem 19' Conc CURB
END Rem Conc SW
Beg Rem Conc SW
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
END Rem
Conc CURB
Rem 21'
Conc SW
Rem 32 CY
Conc SW
Rem 1 CY Rem 166' Conc CURB
Rem 12 CY Conc SW
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
Rem 321' Conc CURB
Beg Rem Conc SW
Beg Rem Conc CURB
Rem 4 CY Conc Gtr
"23RD" +20
"23RD" +74
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +19
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +66Rem 1 CY Conc Gtr
Rem 282 SF AC Pvmt
Conc CURB
Rem 152'
Conc SW
Rem 3 CY
AC Pvmt
Rem 224 SF
Conc CURB
Rem 50'
"23RD" +51
"23RD" +05
Beg Rem Conc SW
Beg Rem Conc CURB
Rem 17' Conc CURB
Rem 2 CY Conc Gtr
Rem 1 CY Conc Gtr
"23RD" +98
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +52
"24TH" +04
"24TH" +49
Beg Rem Conc SW
Beg Rem Conc CURB
Rem 26' Conc CURB
Rem 57' Conc CURB
Rem 51' Conc CURB
"23RD" +60
"24TH" +05
Beg Rem Conc SW
Beg Rem Conc CURB
"24TH" +52
Beg Rem Conc SW
Beg Rem Conc CURB
Rem 28' Conc CURB
"24TH" +98
Rem 1 CY Conc Gtr
Rem BOLLARD (5 EA)
Conc SW
Rem 4 CY
Conc SW
Rem 2 CY
Conc Dwy
Rem 21 CY
Conc CURB
Rem 65'
Conc CURB
Rem 17'
Conc SW
Rem 5 CY
Conc SW
Rem 3 CY
Conc CURB
Rem 52'
Conc SW
Rem 19 CY
Conc SW
Rem 5 CY
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
Rem 35' Conc CURB
Beg Rem Conc CURB
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
Conc SW
Rem 4 CY
Conc SW
Rem 4 CY
Conc CURB
Rem 204'
Conc CURB
Rem 133'
Conc CURB
Rem 1012'
Conc CURB
Rem 157'
Rem 157' Conc CURB
Conc CURB
Rem 109'
Conc CURB
Rem 205'
Rem 14' Conc CURB
Conc CURB
Rem 13'
Conc CURB
Rem 1064'
Rem 30' Conc CURB
Conc CURB
Rem 57'
Conc CURB
Rem 45'
Conc CURB
Rem 163'
Conc CURB
Rem 181'
Conc CURB
Rem 19
Conc CURB
Rem 14'
Conc SW
Rem 9 CY
Rem 4 CY Conc SW
CY Conc SW
Rem 5
CY Conc SW
Rem 25
Rem 4 CY Conc SW
Rem 3 CY Conc SW
2 CY Conc SW
Rem
Rem 6 CY Conc SW
Rem 2 CY Conc SW
Rem 1 CY Conc SW
Rem 4 CY Conc SW
Rem 5 CY Conc SW
2 CY Conc SW
Rem
Rem 3 CY Conc SW
Conc SW
Rem 1 CY
Rem 7 CY Conc SW
Rem 3 CY Conc SW
Conc SW
Rem 4 CY
4 CY Conc SW
Rem
Rem 4 CY Conc Gtr
END Rem Conc SW
END Rem Conc CURB
Conc Dwy
Rem 3 CY
Beg Rem Conc CURB
END Rem Conc CURB
AC Pvmt
Rem 149 SF
AC Pvmt
Rem 297 SF
AC Pvmt
Rem 4,856 SF
28
Rem 10 CY Conc SW
Conc SW
Rem 12 CY
Conc SW
Rem 14 CY
REVISION DATE DESCRIPTION
REVISED DEMOLITION LIMITS01/30/201
1 1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
REMOVE EXIST WALKWAY
2 10/01/21 AS-BUILT
2
24TH St
23RD St
"24TH
" L
INE
"23
RD"
LI
NE
E StENCINA StD StDRAKE StC StC StBAY StB St
ASPHASPHP
PP
PP
P
P
P
PP
P
P
P PP P P PP P P
PP
P
PP
P
P
P
P
P
P
P
P
P
PP
P
PP
PPPP
ASPH
ASPH ASPHASPHCONC
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
P
P
P
P
P
P
P
P
P
P
P P
PPP
PPP
P
FPP P
P
P
P
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH
ASPH ASPHASPH
CONC
CONC
ASPH ASPHCONC
ASPH
ASPH
CONC
ASPH ASPH
ASPH
ASPHASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH EYE STASPHASPHH STH STG STF ST24TH ST
23RD ST
25TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
9 1 2 3 4 6 7 8 9 1 2 SEE SHEET L-15MATCH LINE "24TH" Sta 374+50SEE SHEET L-15MATCH LINE "23RD" Sta 372+50LAYOUT
L-14
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 360+50SEE SHEET L-13MATCH LINE "23RD" Sta 358+50SEE SHEET L-13DEMOLITION
SCALE: 1" = 50'
Conc CURB
Rem 45'
Conc SW
Rem 8 CY
Conc SW
Rem 22 CY
"24TH" +37
"24TH" +46
Beg Rem AC Pvmt
Beg Rem Conc CURB
Conc Gtr
Rem 2 CY
Conc CURB
Rem 14'
"24TH" +05
Conc SW
Rem 6 CY
Conc CURB
Rem 53'
"24TH" +91
"24TH" +31
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
Rem 3 CY
Conc CURB
Rem 130'
"24TH" +91
Conc CURB
Rem 167'
Rem 1 CY Conc Gtr
Rem 285 SF AC Pvmt
Conc SW
Rem 5 CY
Conc SW
Rem 12 CY
Conc Dwy
Rem 5 CY
"24TH" +37
"24TH" +92
Beg Rem AC Pvmt
Beg Rem Conc CURB
Conc CURB
Rem 97'
Conc Dwy
Rem 10 CY
Conc CURB
Rem 4'
Conc SW
Rem 10 CY
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
Rem 5 CY
Conc CURB
Rem 39'
Conc Dwy
Rem 17 CY
Conc CURB
Rem 48'
"24TH" +39
AC Pvmt
Rem 27 SF
Conc SW
Rem 13 CY
Conc SW
Rem 4 CY
Conc Dwy
Rem 14 CY
Conc Dwy
Rem 7 CY
AC Pvmt
Rem 92 SF
"24TH" +03
Conc CURB
Rem 35'
Conc CURB
Rem 42'
Conc SW
Rem 3 CY
Conc CURB
Rem 24'
Conc CURB
Rem 40'
Conc Dwy
Rem 9 CY
AC Pvmt
Rem 62 SF
Conc Dwy
Rem 13 CY
Conc CURB
Rem 42'
Conc CURB
Rem 96'
Conc SW
Rem 10 CY
Conc CURB
Rem 79'
Conc CURB
Rem 46'
"24TH" +41
Beg Rem Conc SW
Beg Rem Conc CURB
"24TH" +90
Beg Rem Conc SW
Beg Rem Conc CURB
"24TH" +45
"24TH" +38
"24TH" +92
Beg Rem Conc SW
Beg Rem Conc CURB
"24TH" +81
Conc CURB
Rem 24'
Conc CURB
Rem 78'
Conc SW
Rem 1 CY
Conc Gtr
Rem 2 CY
AC Pvmt
Rem 182 SF
Conc SW
Rem 1 CY
Conc CURB
Rem 26'
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +72
"23RD" +08
Conc SW
Rem 5 CY
Conc CURB
Rem 39'
Conc Dwy
Rem 15 CY
Conc SW
Rem 2 CY
Conc CURB
Rem 34'
"23RD" +08
"23RD" +72
Conc SW
Rem 7 CY
Conc CURB
Rem 46'
Conc Dwy
Rem 12 CY
Conc CURB
Rem 27'
Conc CURB
Rem 25'
"23RD" +59
Conc SW
Rem 7 CY
"23RD" +13
"23RD" +60
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +07
Conc SW
Rem 5 CY
Conc SW
Rem 12 CY
Conc SW
Rem 5 CY Conc SW
Rem 3 CY
Conc SW
Rem 3 CY
Conc SW
Rem 5 CY
Conc SW
Rem 16 CY
Conc SW
Rem 5 CY
Conc SW
Rem 4 CY
Conc SW
Rem 6 CY
AC Pvmt
Rem 575 SF
Conc CURB
Rem 32'
Conc CURB
Rem 46'
"23RD" +59
AC Pvmt
Rem 295 SF
Conc CURB
Rem 173'
Conc CURB
Rem 52'
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +13
Conc SW
Rem 9 CY
Conc CURB
Rem 65'
Conc Dwy
Rem 15 CY
"23RD" +06
"23RD" +06
Conc CURB
Rem 49'
"23RD" +52
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +60
Conc SW
Rem 4 CY
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +09
Conc SW
Rem 22 CY
"23RD" +50
Conc SW
Rem 3 CY
Conc Dwy
Rem 15 CY
Rem 11 CY Conc Dwy
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc CURB
END Rem Conc CURB
"24TH" +37
END Rem Conc SW
END Rem Conc SW
END Rem Conc CURB
END Rem Conc CURB
END Rem Conc CURB Beg Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
Beg Rem Conc CURB
Conc SW
Rem 2 CY Conc CURB
Rem 39'
END Rem Conc SW
END Rem Conc CURB Beg Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc CURB END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
Beg Rem Conc CURB
END Rem Conc CURB
Conc CURB
Rem 161'
Conc CURB
Rem 164'
Conc CURB
Rem 100'
Conc CURB
Rem 3'
Conc CURB
Rem 47'
Conc CURB
Rem 167'
Conc CURB
Rem 22'
Conc CURB
Rem 36'
Conc CURB
Rem 114'
Conc CURB
Rem 49'
Conc CURB
Rem 28'
Conc CURB
Rem 161'
Conc CURB
Rem 165'
Conc CURB
Rem 160'
Conc CURB
Rem 185'
Conc CURB
Rem 158'
Conc CURB
Rem 172'
Conc CURB
Rem 166'
Conc SW
Rem 3 CY
Conc CURB
Rem 159'
Conc SW
Rem 2 CY
Conc Dwy
Rem 2 CY
Conc Dwy
Rem 4 CY
Conc SW
Rem 4 CY
Conc Dwy
Rem 8 CY
AC Pvmt
Rem 746 SF
AC Pvmt
Rem 1321 SF
AC Pvmt
Rem 240 SF
Rem 1756 SF AC Pvmt
AC Pvmt
Rem 185 SF
AC Pvmt
Rem 148 SF
AC Pvmt
Rem 523 SF
AC Pvmt
Rem 161 SF
AC Pvmt
Rem 129 SF
AC Pvmt
Rem 1091 SF
AC Pvmt
Rem 173 SF
Conc SW
Rem 21 CY
Conc Gtr
Rem 1 CY
Conc Dwy
Rem 9 CY
AC Pvmt
Rem 202 SF
Conc CURB
Rem 103'
END Rem Conc SW
END Rem Conc CURB
Conc CURB
Rem 37'
Conc SW
Rem 5 CY
Conc Dwy
Rem 11 CY
AC Pvmt
Rem 138 SF
END Rem Conc SW
END Rem Conc CURB
29
Conc SW
Rem 4 CY
REVISION DATE DESCRIPTION
REVISED DEMOLITION LIMITS01/30/201
1
Conc SW
Rem 4 CY 1
Conc SW
Rem 6 CY 1
0 CY
0 CY
3 CY
0'
2 10/01/21 AS-BUILT
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
23RD St
"24TH" LINE
"23RD" LINEF StF StG StG StH StH StEYE StEYE St
FPASPHASPHASPHASPH
ASPHASPH
CONCCONC
ASPH
ASPHASPH
ASPH CONCA
SPHCONCCONC
CONC
ASPHASPHASPHP
P
P
P
PPPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
P
PP
FP
P
FP
ASPH
ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPHASPHCONC
CONC
ASPHASPHASPHASPHASPH
ASPHCONCCONCASPHCONC
CONC
ASPH
ASPH
CONCASPH
ASPH CONCASPHASPHASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPHASPH
ASPH
24TH ST
23RD ST M STL STL STK STASPHCHESTER AV25TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea015.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123 SEE SHEET L-16"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
L-15
LAYOUT
R/W
R/W
R/W
R/W
R/W
R/W R/WMATCH LINE "24TH" Sta 374+50SEE SHEET L-14MATCH LINE "23RD" Sta 372+50SEE SHEET L-14DEMOLITION
SCALE: 1" = 50'R/WConc SW
Rem 6 CY
Conc CURB
Rem 19'
"24TH" +20
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
Rem 19 CY
Conc CURB
Rem 204'
"24TH" +64
Beg Rem Conc SW
Beg Rem Conc CURB
AC Pvmt
Rem 897 SF
"24TH" +29
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
Rem 7 CY
"24TH" +29
AC Pvmt
Rem 174 SF
"24TH" +10
Conc SW
Rem 15 CY
"24TH" +75 "24TH" +99
Conc Dwy
Rem 10 CY
Conc CURB
Rem 40'
Conc SW
Rem 2 CY
Conc Gtr
Rem 1 CY
AC Pvmt
Rem 119 SF AC Pvmt
Rem 136 SF
Conc CURB
Rem 15'
Conc Gtr
Rem 1 CY
AC Pvmt
Rem 166 SF
Conc CURB
Rem 15'
Conc SW
Rem 12 CY
AC Pvmt
Rem 384 SF
Conc SW
Rem 15 CY
Conc SW
Rem 14 CY
Conc Dwy
Rem 8 CY
"24TH" +32
"24TH" +17
AC Pvmt
Rem 123 SF
Conc CURB
Rem 34'
"24TH" +10
Conc SW
Rem 11 CY
Conc Dwy
Rem 3 CY
"24TH" +64
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
Rem 27 CY
"24TH" +50
"24TH" +10
Beg Rem Conc SW
Beg Rem Conc CURB
"24TH" +21
Conc CURB
Rem 85'
Conc CURB
Rem 25' AC Pvmt
Rem 67 SF
Conc CURB
Rem 36'
Conc CURB
Rem 18'
AC Pvmt
Rem 87 SF
Conc Dwy
Rem 10 CY
Conc CURB
Rem 30'
Rem 270 SF AC PVMT
Rem 167' Conc CURB
Conc SW
Rem 11 CY
Conc CURB
Rem 88'
Conc Dwy
Rem 28 CY Conc CURB
Rem 352'
Conc CURB
Rem 23'
Conc SW
Rem 3 CY
Beg Rem Conc SW
Beg Rem Conc CURB
"W178" +82
Beg Rem Conc SW
Beg Rem Conc CURB
"W178" +11
Conc CURB
Rem 31'
Conc SW
Rem 11 CY
AC Pvmt
Rem 130 SF
"23RD" +79
"23RD" +19
AC Pvmt
Rem 204 SF
Conc CURB
Rem 75'
"23RD" +85
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
Rem 17 CY
Conc CURB
Rem 32'
"23RD" +33
Beg Rem Conc SW
Beg Rem Conc CURB
Conc Dwy
Rem 11 CY
"23RD" +79
Beg Rem Conc SW
Beg Rem Conc CURB
"E178" +20
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
Rem 3 CY
Conc CURB
Rem 30'
"23RD" +00
AC Pvmt
Rem 105 SF
Conc CURB
Rem 103'
Conc CURB
Rem 26'
Conc SW
Rem 3 CY
Conc CURB
Rem 33'
Conc CURB
Rem 31'
Conc Dwy
Rem 17 CY AC Pvmt
Rem 213 SF
Conc SW
Rem 3 CY
AC Pvmt
Rem 336 SF
"23RD" +72
Conc SW
Rem 7 CY
Conc CURB
Rem 16'
Conc SW
Rem 6 CY
Conc Gtr
Rem 1 CY
AC Pvmt
Rem 224 SF
Conc CURB
Rem 170'
Conc SW
Rem 2 CY
Conc SW
Rem 4 CY
Conc Gtr
Rem 1 CY
"23RD" +00
"23RD" +85
Conc SW
Rem 5 CY
Conc Dwy
Rem 4 CY
Conc SW
Rem 4 CY
Conc CURB
Rem 41'
"23RD" +80
Beg Rem Conc SW
Beg Rem Conc CURB
"23RD" +19
"23RD" +79
Conc SW
Rem 17 CY
Conc CURB
Rem 21'
"23RD" +33
Beg Rem Conc SW
Beg Rem Conc CURB
AC Pvmt
Rem 166 SF
AC Pvmt
Rem 135 SF
"23RD" +72
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
AC Pvmt
Rem 321 SF
AC Pvmt
Rem 373 SF
"E178" +20
Beg Rem Conc SW
Beg Rem Conc CURB
Conc SW
Rem 2 CY
Conc CURB
Rem 24'
Conc SW
Rem 4 CY END Rem Conc CURB
END Rem AC Pvmt
"C"+75
END Rem Conc CURB
Conc CURB
Beg Rem
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
Conc CURB
Rem 32'
Conc CURB
Rem 11'
Conc Pvmt
Rem 4 CY
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
Conc Gtr
Rem 1 CY
Conc SW
Rem 26 CY
Conc CURB
Beg Rem
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
Conc CURB
Rem 31'
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
END Rem Conc SW
END Rem Conc CURB
Conc CURB
Rem 157'
Conc CURB
Rem 130'
Conc CURB
Rem 157'
Conc CURB
Rem 159'
Conc CURB
Rem 171'
Conc CURB
Rem 167'
Conc CURB
Rem 161'
Conc CURB
Rem 177'
Conc CURB
Rem 170'
Conc CURB
Rem 157'
Conc CURB
Rem 41'
Conc CURB
Rem 163'
Conc CURB
Rem 149'
Conc CURB
Rem 162'
Conc CURB
Rem 199'
Conc SW
Rem 1 CY
Conc Dwy
Rem 7 CY
Conc SW
Rem 6 CY
Rem 3 CY Conc SW
Rem 3 CY Conc SW
Conc SW
Rem 15 CY
Conc SW
Rem 9 CY
Conc Dwy
Rem 4 CY
Rem 2 CY Conc Gtr
AC Pvmt
Rem 130 SF
AC Pvmt
Rem 562 SF
Conc AC Pvmt
Rem 267 SF
Conc SW
Rem 3 CY
Conc SW
Rem 3 CY
Conc Dwy
Rem 12 CY
Conc Dwy
Rem 11 CY
Conc SW
Rem 2 CY
Conc SW
Rem 11 CY
Conc SW
Rem 11 CY
Conc CURB
Rem 46'
Conc CURB
Rem 86'
30
+76
+11
347'
SW
28'
2
27
1
1
1
1
1
REVISION DATE DESCRIPTION
1 04/11/19 REVISED WB LAYOUT
15
2 01/30/20 REVISED DEMOLITION LIMITS
3 10/01/21 AS-BUILT
3
2
25'
0
120'
13
THE ENGINEER
DIRECTED BY
SIDEWALK AS
REMOVE CONCRETE
3
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
2
24TH St
23RD St M St"23RD" LINECHESTER AveK StL StL StK StCHESTER AveM StConc CURB
Rem 265'"C" LINE
P ASPHA
SPH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHASPH
ASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH ST
25TH ST
N STQ STASPH400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
LAYOUT
L-16
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
R
/W
R/W
R
/W
R/W
MATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET L-15DEMOLITION
SCALE: 1" = 50'
R/W
"W178" +50
"W178" +82
"W178" +75
"E178" +00
"W178" +93
"W178" +63
"E178" +43
"E178" +43
"E178" +66
"E178" +71
"E178" +93
"E178" +65
"E178" +53"E178" +77
Conc CURB
Beg Rem
Rem 574' DIKE
Beg Rem DIKE
END Rem Conc CURB
Beg Rem AC DIKE
END Rem Conc CURB
Beg Rem AC DIKE
END Rem Conc CURB
Rem 607' AC DIKE
Conc CURB
Rem 167'
Conc CURB
Rem 69'
Conc CURB
Rem 8'
Rem 449' AC DIKE
AC DIKE
Rem 479'
Conc CURB
Rem 224'
CL FENCE
Rem 223'
Conc CURB
Rem 80'
Beg Rem Conc CURB
Beg Rem AC DIKE
END Rem Conc CURB
END Rem DIKE
END Rem AC DIKE
"W178" +24
END Rem Conc SW
END Rem Conc CURB
~
Conc CURB
Beg Rem
"E178" +53
Conc CURB
END Rem
END Rem AC DIKE
END Rem AC DIKE
END Rem CL FENCE
END Rem Conc CURB
~
"E178" +53
Conc CURB
END Rem
Conc SW
Rem 2 CY
~
Beg Rem CL FENCE
Beg Rem Conc CURB
Rem 26' Conc CURB
Rem 2 CY Conc SW
Rem 708' Conc CURB
Conc CURB
Rem 19'
AC Pvmt
Rem 121 SF
Conc SW
Rem 1 CY
~
~
31
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxea016.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
WB ROUTE 178
EB ROUTE 178N StO St23RD St FRONTAGE Rd
O StP StN StQ St24TH St FRONTAGE Rd
"E178" LINE"W
178"
L
IN
E
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:3916-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxfb001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
PS-1
NOTE:
ALL ELEVATIONS ARE BASED ON NAVD 1988.
Vert 1" = 5'
SCALE: Horiz 1" = 50'
Exc
Emb
STATION
CY
TOTAL
410
400
405
405
410
321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00320+00
PROFILE
400
410
405
400
410
405
400
410
405
400
410
405
400
400
405
410
400
405
410
319+00 331+00 332+00
332+00331+00330+00329+00328+00327+00326+00325+00324+00323+00322+00321+00320+00319+00
Lt FL
Rt FL
"WB2" LINE
Lt FL
Rt FL
"EB2" LINE
32
406.67406.08405.43404.86-2.59%
-2.60%
-2.28%
-2.52%
REVISION DATE DESCRIPTION
10/31/191 REVISED 24TH St & OAK St INTERSECTION404.24+031
TO CROWN
CONFORM
Elev 404.18
BETWEEN STATIONS 319+02 AND 320+25
THIS SHEET TO BE USED FOR OAK AND 24TH SUPERELEVATION ONLY
2 10/01/21 AS-BUILT
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
GRADES AND ELEVATIONS
SEE C-6r1 FOR REVISED Elev 405.79+75Elev 405.66+00Elev 405.54+25Elev 405.46+50Elev 405.41+75Elev 405.39+00Elev 405.41+25Elev 405.46+50Elev 405.55+75Elev 405.67+00Elev 405.82+25Elev 405.99+50Elev 406.17+75Elev 406.34+00Elev 406.51+25Elev 406.68+50Elev 406.85+75Elev 407.02+00Elev 407.18+25Elev 407.32+50Elev 407.43+75Elev 407.51+00Elev 407.57+25Elev 407.60+50Elev 407.61+75Elev 407.59+00Elev 407.55+25Elev 407.48+50Elev 407.39+75Elev 407.27+00Elev 407.09+25Elev 406.79+50Elev 406.45+75Elev 406.11+00Elev 405.84+25Elev 405.57+50Elev 405.28+75Elev 404.96+00Elev 404.62+25Elev 404.29+50Elev 403.96+75Elev 403.63+00Elev 403.30+25Elev 402.96+50Elev 402.63+75Elev 402.35+00Elev 402.10+25Elev 401.91+50Elev 401.76+75Elev 401.67+00Elev 401.62+25Elev 401.61+50Elev 401.65Elev 401.72-0.62%
-0.48%
-0.32%
-0.20%
-0.08%
0.08%
0.20%
0.36%
0.48%
0.60%
0.68%
0.72%
0.68%
0.68%
0.68%
0.68%
0.68%
0.64%
0.56%
0.44%
0.32%
0.24%
0.12%
0.04%
-0.08%
-0.16%
-0.28%
-0.36%
-0.48%
-0.72%
-1.20%
-1.36%
-1.36%
-1.08%
-1.08%
-1.16%
-1.28%
-1.36%
-1.32%
-1.32%
-1.32%
-1.32%
-1.36%
-1.32%
-1.12%
-1.00%
-0.76%
-0.60%
-0.36%
-0.20%
-0.04%
0.16%
0.21%+82.56"B" LINE
CONTROLLED BY
+54.09OG
OLIVE StBCR ECRBCRECRELM St
BCRECRBEECH St
BCRMYRTLE St
BY "B" LINE
CONTROLLED
OGECROAK St
SHEETS
SEE C
+50Elev 404.12+75Elev 403.97+00Elev 403.85+25Elev 403.77+50Elev 403.72+75Elev 403.70+00Elev 403.72+25Elev 403.77+50Elev 403.86+75Elev 403.98Elev 404.14Elev 404.84+25Elev 404.99+50Elev 405.16+75Elev 405.33+00Elev 405.49+25Elev 405.63+50Elev 405.74+75Elev 405.82+00Elev 405.88+25Elev 405.91+50Elev 405.92Elev 405.90Elev 405.70+25Elev 405.51+50Elev 405.31+75Elev 405.09+00Elev 404.85+25Elev 404.58+50Elev 404.29Elev 404.07Elev 402.43+25+50+75+00+25+50+75+00+25Elev 400.66-0.76%
-0.60%
-0.48%
-0.32%
-0.20%
-0.08%
0.08%
0.20%
0.36%
0.48%
0.60%
0.67%
0.68%
0.68%
0.64%
0.56%
0.44%
0.32%
0.24%
0.12%
0.04%
-0.08%-0.64%
-0.80%
-0.88%
-0.96%
-1.08%
-1.16%
-1.27%+95.14+67.33Elev 404.32+23.77+50.50+90.83+76.16+02.75+01.49Elev 400.75-0.68%
-0.35%Elev 401.09Elev 400.92-0.68%
-0.68%Elev 402.20Elev 402.03Elev 401.86Elev 401.63Elev 401.43Elev 401.26-0.68%
-0.68%
-0.68%
-0.90%
-0.80%
-0.68%
OG
BY "B" LINE
CONTROLLED
Elev 405.76+75Elev 405.69+00Elev 405.57+25Elev 405.48+50Elev 405.42+75Elev 405.39+00Elev 405.40+25Elev 405.44+50Elev 405.51+75Elev 405.62+00Elev 405.76+25Elev 405.92+50Elev 406.09+75Elev 406.25+00Elev 406.42+25Elev 406.59+50Elev 406.76+75Elev 406.92+00Elev 407.09+25Elev 407.23+50Elev 407.36+75Elev 407.45+00Elev 407.53+25Elev 407.58+50Elev 407.60+75Elev 407.61+00Elev 407.58+25Elev 407.53+50Elev 407.46+75Elev 407.36+00Elev 407.23+25Elev 407.01+50Elev 406.70+75Elev 406.36+00Elev 406.04+25Elev 405.77+50Elev 405.50+75
Elev 405.19 +86
Elev 404.83
+00Elev 404.67+25Elev 404.37+50Elev 404.07+75Elev 403.77+00Elev 403.47+25Elev 403.17+50Elev 402.87+75Elev 402.58+00Elev 402.30+25Elev 402.04+50Elev 401.86+75Elev 401.72+00Elev 401.64+25Elev 401.57+50Elev 401.52+75Elev 401.47Elev 401.43-0.47%
-0.48%
-0.36%
-0.24%
-0.12%
0.04%
0.16%
0.28%
0.44%
0.56%
0.64%
0.68%
0.64%
0.68%
0.68%
0.68%
0.64%
0.68%
0.56%
0.52%
0.36%
0.32%
0.20%
0.08%
0.04%
-0.12%
-0.20%
-0.28%
-0.40%
-0.52%
-0.88%
-1.24%
-1.36%
-1.28%
-1.08%
-1.08%
-1.25%
-1.18%
-1.20%
-1.20%
-1.20%
-1.20%
-1.20%
-1.20%
-1.16%
-1.12%
-1.04%
-0.72%
-0.56%
-0.32%
-0.28%
-0.20%
-0.20%
-0.17%+59.95+97.87OG
BY "B" LINE
CONTROLLEDECROAK St
SHEETS
SEE C
Elev 404.33+25+50+75+00+25+50+75+00+25+50Elev 404.62+75Elev 404.84+00Elev 405.15+25Elev 405.36+50Elev 405.53+75Elev 405.69+00Elev 405.86+25Elev 405.94+50Elev 405.98+75Elev 406.01+00Elev 406.08+25Elev 406.13+50Elev 406.15+75Elev 406.16+00Elev 406.13+25Elev 406.08+50Elev 406.01+75Elev 405.91+00Elev 405.78+25Elev 405.56+50Elev 405.26+75Elev 404.93+00Elev 404.61+25Elev 404.36+50Elev 404.10+75Elev 403.80+00Elev 403.52+25Elev 403.22+50Elev 402.93+75Elev 402.64+00Elev 402.35+25Elev 402.07+50Elev 401.78+75Elev 401.51+00Elev 401.25+25Elev 401.01+50Elev 400.84+75Elev 400.71+00Elev 400.64+25Elev 400.58+50Elev 400.53+75Elev 400.48Elev 400.440.88%
1.24%
0.84%
0.68%
0.64%
0.68%
0.32%
0.16%
0.12%
0.28%
0.20%
0.08%
0.04%
-0.12%
-0.20%
-0.28%
-0.40%
-0.52%
-0.88%
-1.20%
-1.32%
-1.28%
-1.00%
-1.04%
-1.20%
-1.12%
-1.20%
-1.16%
-1.16%
-1.16%
-1.12%
-1.16%
-1.08%
-1.04%
-0.96%
-0.68%
-0.52%
-0.28%
-0.24%
-0.20%
-0.20%
-0.17%+97.87+02.19Elev 404.28Elev 404.23Elev 404.18Elev 404.23Elev 404.28Elev 404.33Elev 404.38Elev 404.43Elev 404.48-0.20%
-0.20%
-0.20%
-0.20%
0.20%
0.20%
0.20%
0.20%
0.20%
0.56%
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:3916-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxfb002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
PS-2
NOTE:
ALL ELEVATIONS ARE BASED ON NAVD 1988.
Vert 1" = 5'
SCALE: Horiz 1" = 50'
Exc
Emb
STATION
CY
TOTAL
405
400
400
405
333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00332+00
PROFILE
405
400
405
400
405
400
405
400
400
405
400
405
331+00
"B" LINE
WB Lt FL
WB Rt FL
EB Lt FL
EB Rt FL SEE SHEET PS-3MATCH LINE "A" 340+5033
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
SEE C-6r1 AND C-7r1 FOR ELEVATIONS
1
1
BY "WB2" LINE
CONTROLLED
OGElev 401.72+50.00 PVIElev 402.08+00.00 PVIElev 401.78+50.00 PVIElev 402.480.20%-0.20%0.20%-0.20%+71.96MYRTLE St
BY "WB2" LINE
CONTROLLED
SPRUCE St PINE St
OGElev 400.86 ECRElev 401.09+46.21 PVIElev 400.88 ECRElev 401.40 ECR0.20%-0.20%0.20%-0.20%+35.82+50.00 +97.24 +92.88 +50.53 BCRElev 400.89 BCRElev 401.38 -0.20%
BY "EB2" LINE
CONTROLLED
OG+71.96 PVIElev 401.43+00.00 PVIElev 400.77+50.00 PVIElev 401.47-0.20%0.20%-0.20%
BY "EB2" LINE
CONTROLLED
OG+71.96 PVIElev 400.44+00.00 PVIElev 399.78+50.00 PVIElev 400.48-0.20%0.20%-0.20%
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:3916-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxfb003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
PS-3
NOTE:
ALL ELEVATIONS ARE BASED ON NAVD 1988.
Vert 1" = 5'
SCALE: Horiz 1" = 50'
Exc
Emb
STATION
CY
TOTAL
405
400
400
405
341+00 342+00 343+00 344+00 345+00 346+00
PROFILE
405
400
405
400
405
400
405
400
400
405
400
405
"B" LINE
WB Lt FL
WB Rt FL
EB Lt FL
EB Rt FLMATCH LINE "A" 340+50SEE SHEET PS-234
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
SEE C-9r1 FOR ELEVATIONS
1
1
"24TH" LINE
CONTROLLED BY
OG+90.00 PVIElev 401.80+50.00 PVIElev 402.12+40.00 PVIElev 401.740.20%-0.20%0.20%+69.47Elev 401.99CEDAR St ALDER St
"24TH" LINE
CONTROLLED BY
OG Elev 400.91 ECRElev 401.13Elev 400.85 ECRElev 401.010.20%-0.20%0.20%+43.75 +39.39 +50.00 +90.39 +85.95 +69.47 BCR BCRElev 400.85Elev 400.90 "23RD" LINE
CONTROLLED BY
OG +00.00 PVIElev 400.57+69.47 PVIElev 401.68-0.20%0.30%
"23RD" LINE
CONTROLLED BY
OG +00.00 PVIElev 399.58+69.47 PVIElev 400.69-0.20%0.30%
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:3916-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxfb004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
PS-4
NOTE:
ALL ELEVATIONS ARE BASED ON NAVD 1988.
Vert 1" = 5'
SCALE: Horiz 1" = 50'
Exc
Emb
STATION
CY
TOTAL
405
395
400
400
405
344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00 353+00
PROFILE
395
405
400
405
400
395
353+00352+00351+00350+00349+00348+00347+00346+00
Lt FL
Rt FL
Lt FL
Rt FL
"23RD" LINE
"24TH" LINE
395
405
400
395
405
400
395
405
400
395
405
400
395
35
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
SEE C-9r2 FOR ELEVATIONS
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1
1
C St
SEE C SHEETSBCRBY "B" LINE
CONTROLLED
OGElev 401.99+75Elev 402.02+00Elev 402.07+25Elev 402.12+50Elev 402.17+75Elev 402.19+00Elev 402.19+25Elev 402.17+50Elev 402.12+75Elev 402.07+00Elev 402.00+25Elev 401.94+50Elev 401.89+75Elev 401.82+00Elev 401.75+25Elev 401.69+50Elev 401.62+75Elev 401.47+00Elev 401.25+25Elev 401.07+50Elev 400.82+75Elev 400.60+00Elev 400.370.26%
0.20%
0.20%
0.20%
0.08%
0.00%
-0.08%
-0.20%
-0.20%
-0.28%
-0.24%
-0.20%
-0.28%
-0.28%
-0.24%
-0.28%
-0.60%
-0.88%
-0.72%
-1.00%
-0.88%
-0.92%+63.45BCRECRBAY St
BCRC St
SEE C SHEETS
OG
BY "B" LINE
CONTROLLED
+63+75Elev 401.03+00Elev 401.08+25Elev 401.13+50Elev 401.18+75Elev 401.19+00Elev 401.18Elev 401.13+20Elev 400.87+50Elev 400.79+75Elev 400.70+00Elev 400.61+25Elev 400.52+50Elev 400.42+75Elev 400.33+00Elev 400.24+25Elev 400.15+50Elev 400.05Elev 399.970.26%
0.20%
0.20%
0.20%
0.04%
-0.04%
-0.23%-0.27%
-0.36%
-0.36%
-0.36%
-0.40%
-0.36%
-0.36%
-0.36%
-0.40%
-0.33%+21.53+74.25Elev 401.01BY "B" LINE
CONTROLLED
SEE C SHEETS
OG+49Elev 401.68+75Elev 401.79+00Elev 401.90+25Elev 402.00+50Elev 402.09+75Elev 402.16+00Elev 402.19+25Elev 402.22+50Elev 402.25+75Elev 402.29+00Elev 402.33+25Elev 402.31+50Elev 402.23+75Elev 402.10+00Elev 402.03+25Elev 401.94+50Elev 401.80+75Elev 401.60+00Elev 401.00+25Elev 400.79+50Elev 400.61+75Elev 400.42+00Elev 400.25+25Elev 400.11+50Elev 399.99+75Elev 399.88+00Elev 399.80+25Elev 399.71+50Elev 399.67+75Elev 399.64+00Elev 399.66+25Elev 399.61+50Elev 399.55+75Elev 399.47+00Elev 399.38+25Elev 399.30+50Elev 399.17+75Elev 399.09+00Elev 399.030.43%
0.44%
0.40%
0.36%
0.28%
0.12%
0.12%
0.12%
0.16%
0.16%
-0.08%
-0.32%
-0.52%
-0.28%
-0.36%
-0.56%
-0.80%
-0.84%
-0.72%
-0.76%
-0.68%
-0.56%
-0.48%
-0.44%
-0.32%
-0.36%
-0.16%
-0.12%
0.08%
-0.20%
-0.24%
-0.32%
-0.36%
-0.32%
-0.52%
-0.32%
-0.24%
OG
BY "B" LINE
CONTROLLED
D St
SEE C SHEETSBCR
Elev 400.69+75Elev 400.80+00Elev 400.91+25Elev 401.01+50Elev 401.10+75Elev 401.17+00Elev 401.20+25Elev 401.22+50Elev 401.21+75Elev 401.20+00Elev 401.16+25Elev 401.08+50Elev 400.98+75Elev 400.84+00Elev 400.74+25Elev 400.59+50Elev 400.41+75Elev 400.19+00Elev 399.95+25Elev 399.74+50Elev 399.56+75Elev 399.37+00Elev 399.20+25Elev 399.06+50Elev 398.94+75Elev 398.81+00Elev 398.67+25Elev 398.50+50Elev 398.40+75Elev 398.35+00Elev 398.37+25Elev 398.39+50Elev 398.42+75Elev 398.50+00Elev 398.60+25Elev 398.68+50Elev 398.72+75Elev 398.78Elev 398.840.43%
0.44%
0.40%
0.36%
0.29%
0.11%
0.09%
-0.05%
-0.04%
-0.18%
-0.32%
-0.39%
-0.56%
-0.38%
-0.61%
-0.75%
-0.87%
-0.95%
-0.83%
-0.75%
-0.74%
-0.67%
-0.57%
-0.48%
-0.53%
-0.56%
-0.68%
-0.40%
-0.20%
0.08%
0.08%
0.12%
0.32%
0.41%
0.31%
0.16%
0.24%
0.24%+49.45+99.64
P
ASPH
P
PPPASPHASPH ASPH
ASPH
P P
P
P
PP
CONC
CONC
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4016-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
315
6
7
3 4
315
4
6
7
3
9 1 2
9 1 2310
R/W
CONSTRUCTION DETAILS
C-1
SCALE: 1" = 20'
"WB2 " +6 9 .3 6
2.4
0'
Lt "EB2"
+63.09
R/W
R/W405.49 ES
FL
2%2%2%"WBL" +00"WBL" +25"WBL" +50"WB2" +00"WB2" +25"WB2" +50"WB2" +75"WB2" +00"WB2" +25"WB2" +50"WB2" +75"WB2" +00"WB2" +25"WB2" +50"WB2" +75"EB2" +75"EB2" +50"EB2" +25"EB2" +00"E
B2" +75
"EB2" +5011.84' Lt "EB2" +25
8.88'
Lt "
E
B2" +00
4.71'
Rt "E
B
L" +50
4.35' Rt "
E
BL" +25
3.79'
Rt "E
B
L" +00
3.24' Rt "E
BL" +75
2.68' Rt "EBL" +50
2.13' Rt "EBL" +25
1.57' Rt "EBL" +00
"WB2" +00
4.
2
9' Lt "EB2" +7
5Var
2%410.43 ES
59.39' Rt "EBL" +00
410.01 ES
63.09' Rt "EBL" +25
405.70 ES
"EB2" +25
"EB2" +50
405.36 ES
"EB2" +75
"EB2" +00
"EB2" +25
"EB2" +46.72
MATCH Exist
(410.62) ES
44.78' Lt "WBL" +81.68
MATCH Exist
(410.66) FL
410.59 FL
"WBL" +00
"WB2 " +9 1 .4 8
"EB2" +93.88Var44.50' Lt "WBL" +46.52
409.74 FL
44.50' Lt "WBL" +62.52
409.50 FL 10%5'5'5'54.00' Lt "WB2" +76.72
407.88 FL
4' Pkwy
6' SW
4' Pkwy
6' SW
4' Pkwy
6' SW
(SEE STRUCTURE PLANS)
KERN RIVER BRIDGE
5' SW 2%FL
FL
FL
NOT TO SCALE
CL Sta "WBL" 313+54.52
SEE Dwy DETAIL409.62 FLW=10'• Sta +54.52411.65 411.29 41 0 .92
4 1 0 .6 3 410.55 410.18 409.47 409.81 409.13 408.79 408.45 408.13 407.81 407.49 407.17 406.85 406.55 4 0 6 .3 4
406.58 406.75 406.98 407.26 407.54 407.88
408.22 408.56 408.90 4
0
9.
2
4 4
09.40
409.60 409.97 410.34 410.66 410.98 411.23 411.35
49.50' Lt "WBL" +40.14
410.43
54.50' Lt "WBL" +44.45
410.46
5' SW
RETURN DETAILS
SEE C-2 FOR CURB
RETURN DETAILS
SEE C-2 FOR CURB
"WB2" +91.05
69.00' Lt
MATCH Exist
(408.50)
"WB2" +73.00
74.12' Lt
MATCH Exist
(407.15)
"WB2" +27.96
79.00' Lt
MATCH Exist
(406.68)
"WB2" +85.76
79.00' Lt
MATCH Exist
(405.21)
"WB2" +04.27
99.78' Lt
MATCH Exist
(403.85)
0.73' Rt "EBL" +39.65
2.27' Lt "EBL" +39.65
3'R/W"WB
L" +96
411.71
1.48' Rt "EBL" +95411.4062.00' Lt "WB2" +88.21
52.00' Lt "WB2" +88.21
405.32
"WB2" +38.10
54.00' Lt
405.12
405.29 FL
405.35 FL
405.41 FL
64' Lt "WB2" +09.30
405.97 FL
PLANS)
(SEE STRUCTURE
RW No. 314
ES
MATCH Exist
(413.26) ES
MATCH Exist
(412.97) ESMATCH LINESEE BELOW RIGHTDwy TYPE "B-2" Dwy DETAIL "B-2"SEE ABOVE LEFTMATCH LINE65.49' Rt "EBL" +52.77
409.66 ES
"EB2" +87.26
405.29 ES
FOR TRAIL DETAILS
SEE C-71 AND C-72
R=52'
"WB2" +.0051
63.32' Lt
R=48'
"WB2" +46.49 EC
54.67' Lt
EC
406.93 FL
BC
407.05 FL
FOR TRAIL DETAILS
SEE C-73
BC
406.09
LEGEND:
MINOR CONCRETE (TEXTURED PAVING)
36
Max1.5%"WB2" +33.2854.00' Lt
408.47 FL
409.19 FS
408.77 FS1.5%
4'10'408.10 FL
408.39 FL
Dwy DETAIL "B-2"
NOT TO SCALE
CL Sta "WBL" 314+49.71
68' Lt "WB2" 314+34.12
68' Lt "WB2" 314+65.20
54' Lt "WB2" 314+57.49
54' Lt "WB2" 314+35.15 Dwy TYPE "B-2" SEE Dwy DETAIL408.35 FLW=20'• Sta +46.32408.62 FS
64' Lt "WB2" 314+69.35
409.15 FS
+89.41
55.70' Rt "EBL"
R=37'
R=34'
R=60'
R=57'
64' Lt "WB2" 314+29.98
2
REVISION DATE DESCRIPTION
1 05/21/19 ADDED DRIVEWAY
2 06/03/19 REVISED BACK OF WALK
3 08/28/19
1
1
1
STATION ES ElevOFFSET
69.55'
70.81'
71.37'
313+75
314+00
314+25
71.92'
66.00'
314+50
314+75
315+00 66.00'
315+25
66.00'
315+50
315+75
316+00 66.00'
66.00'
66.00'
409.33
409.00
408.63
408.26
407.83
407.40
407.00
406.66
406.32
405.98
FOR ES Elev
SEE TABLE A
TABLE A
3
3
3
ADDED ES ELEVATIONS Var
407.64
407.14
406.39
406.51
406.09
405.55
+00
406.42
+75
406.55+50
406.75
4
4 10/31/19 REVISED 24TH St & OAK St INTERSECTION
"EB2" +46
TO CROWN
CONFORM
405.52 ES
406.41
"EB2" +93.88
5
5 02/06/20 REVISED GRADES
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 DECOMPOSED GRANITE
STRUCTURE SECTION:
6 10/01/21 AS-BUILT
6
"EB2" LINE
"WB2" LINE
LINE
"WBL"
LINE
"EBL"
24TH StOAK
St
RIVERKERN "WBL" LINE
"EBL" LINE
P
PPPASPHASPH ASPH
P P
P
P
PP
315
6
7
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5117-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga001r.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
R/W
R/WLEGEND:
MINOR CONCRETE (TEXTURED PAVING)
C-1
36
SCALE: 1" = 10'
FL
R=52'2%R=48'
"WB2" +91.05
69.00' Lt
MATCH Exist
(408.50)
FL
REVISED SHEET
r
406.13
70.50' Lt "WB2"+40.53
64' Lt"WB2"+30.61
405.85 FL
REVISION DATE DESCRIPTION
0 06/03/19 REVISED BACK OF WALK
406.55
63.32' Lt "WB2"+00.51
406.09 FL407.05 FL
54' Lt "WB2"+38.10
406.93 FL
54.67' Lt "WB2"+46.49
6' SW
4' PKWY
64' Lt "WB2"+61.94
407.25
407.20
64.26' Lt "WB2" +65.23
69' Lt "WB2" +70.65
(407.35)
MATCH Exist
R=3'
R=19'
79' Lt "WB2" +27.98
(406.68)
MATCH Exist
79' Lt "WB2" +45.78
(406.13)
MATCH Exist
"WB2" +45.77
75.50' Lt
6.5' SW
10' SW
1.5%6.5' SW
75.50' Lt "WB2" +82.70
MATCH Exist
(405.39)
99.92' Lt "WB2" +04.39
MATCH Exist
(403.98)
74' Lt "WB2" +30.61
405.96 FL
64' Lt "WB2" +09.10
1.5%
"WB2"+09.10
70.50' Lt
"WB2"+70.70
65.14' Lt
98.33' Lt "WB2" +13.72
MATCH Exist
(406.26)
70.50' Lt "WB2" +91.95
403.59
ANGLE POINT
404.84
ANGLE POINT
MATCH EXISTING
MATCH EXISTING
8'-0"
8'-0"
HEIGHT OVER 8'
0" TO 8"
TRANSITION
Beg Ret CURB
406.49
HEIGHT OVER 8'
0" TO 8"
TRANSITION
END Ret CURB
1 10/01/21 AS-BUILT
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
GRADE INFORMATION
L-2, L-10 FOR
SEE SHEET
24TH St
"WB2" LINEOAK
St
PPPASPHASPHASPHASPHASPHASPHASPHPPPPPPPASPHASPHASPHASPHASPHASPHASPHPPPPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4016-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018320
678967897 8
10123 320678967897 8
10123
CONSTRUCTION DETAILS
C-2
SCALE: 1" = 20'
R/W
405.41 FL
404.43 FL
3À/4
404.61 FL
À/2
404.79 FL
404.97 FL
À/4
5R/W403.71 FL
404.33 FL3À/4
404.18 FL
À/2
404.02 FL
403.87 FL
À/4
7
À/2
À/4
6
403.57 FL
3À/4
404.13 FL
À/2
403.95 FL
403.76 FL
À/4
8
L
21.65'37.51'
56.49'
37.32'53.63'
22.19'38.21'
R
CURVE DATA
T
30'
30'
30'
30'
No.#
5
6
7
8
R/W
41.21'
401.94 FL
402.81 FL
21.83' Rt "OAK-2" +87
MATCH Exist
(402.21) FL
+67.78 BCR
37.09' Rt "OAK-2"
+23.77 ECR
54.00' Lt "WB2"401.80 FLW=35'• 26.94' Rt +20401.96 FLW=35'• 24.00' Rt +65"OAK-2" +00
28.33' Rt
"OAK-2" +75
30.00' Rt
"OAK-2" +50
31.66' Rt
+50
405.77
+25
405.88
+00
405.98
+75
406.09
+50
406.19
+25
406.30
R/W
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
4.5'
5.5'
5.5'
4.5'
6' SW
4' Pkwy 4' Pkwy
6' SW
TYPE 3 Mod
CURB RAMP
OAK St DETAILS
SEE C-3 FOR
257
24TH St DETAILS
SEE C-1 FOR
316404.10 FL
404.38 FL
404.91 FL
404.37
405.03
54.00' Rt "EB2" +02.19 ECR
64.00' Rt "EB2" +02.19
88.88' Rt "EB2" +81.91
+46.72 BCR
66.00' Rt "EB2"
405.00
405.00
404.91
404.91
"EB2" +56.83
74.51' Rt
403.03
"OAK-2" +13.80
21.28' Rt
404.32 FL
3À/4
403.82 FL
+87.87 BCR
64.00' Lt "WB2"
+88.21
52.00' Lt "WB2"
405.32Dwy TYPE "B-1"Dwy TYPE "B-1"86.81' Rt "EB2" +73.64 ECR
90.72' Rt "EB2" +74.56 BCR
9.4%
"OAK-2" +79.85
44.74' Rt
MATCH Exist
(405.02)
"OAK-2" +46.63
44.74' Rt
MATCH Exist
(403.00)
24' Lt "OAK-2" +13.96 ECR
403.29 FL
MATCH Exist
(402.28) FL
5.5' SW
24' Lt "OAK-2" +00
402.22 FL
3.9%
"OAK-2" +0034.94' Rt
44.74' Rt "OAK-2" +03.65
44.74' Rt "OAK-2" +37.87
MATCH Exist
(402.75)
MATCH Exist
(402.61)
MATCH Exist
(402.65)
24' Lt "OAK-2" +75
34' Lt "OAK-2" +85.50
MATCH Exist
(402.82)
34' Lt "OAK-2" +50.50
403.40 FL
Dwy TYPE "B-1"
403.42 FL
W=35'
• 24' Rt +68
24' Lt "OAK-2" +50
403.48 FL
24' Lt "OAK-2" +25
403.58 FL
8'
+68.50
58' Lt "WB2"
TYPE 1
CURB RAMP
95.28' Rt "EB2" +70.21
86.79' Rt "EB2" +65.24
79.32' Rt "EB2" +63.03
& CONFORM
SAWCUT
& CONFORMN
SAWCUT
NOTES:R/W1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
PARKING LOT
MATCH Exist
404.28
Beg SW TAPER
+50
A
A
401.72 FL 401.77 FL
"OAK-2" +25
32.11' Rt
FOR TRAIL DETAILS
SEE C-71 AND C-72
PER TABLE
PER TABLE
BACK OF SW Elev
PARKING LOT
Exist
Ret CURB
1.5%
8' SW
TOP OF Ret CURB Elev
SW Elev
BACK OF
CURB Elev
TOP OF Ret
STATION
10+68.32
10+75.00
11+00.00
11+25.00
11+50.00
11+75.00
12+03.07
12+00.00
404.23
404.07
403.48
402.98
402.60
402.40
402.40
402.41
404.05
404.04
403.69
403.29
402.89
402.70
402.53
402.51
37
PARKING LOT
MATCH Exist
SECTION A-A
NO SCALE
REVISION DATE DESCRIPTION
09/10/19 REVISED NE CORNER1
1
1
19'28"21.93'37.87'
SHEET C-2r
SEE REVISED
407.64
407.49
407.34
407.19
406.67
406.53
406.39
406.25
406.11
407.05
2 10/25/19 REVISED 24TH St & OAK St INTERSECTION
407.51
407.35
407.73
407.53
+75
407.04
407.30
+25
407.38
+00
407.61
+75
407.13
+50
BREAK
GRADE
2
+00
406.22
+25
405.92
+50
405.71
+75
405.60
+00
405.41
+25
405.39
+50
405.33
STATION
61.55'
60.36'
58.80'
56.86'
54.54'
404.99
404.86
404.68
404.60
404.46
OFFSET FS Elev
317+00
317+25
317+50
317+75
318+00
SEE TABLE A
TABLE A
3 ADD INTERSECTION GRADES
3
3
406.39
405.93
405.90
406.09
02/07/20
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21 "EB2" LINE"WB2" LINE"OAK-1" LINE
"OAK-2" LINE
OAK St
OAK St
24TH St
ASPHASPHASPHPPASPHASPHASPHPPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga002r.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
111213
CONSTRUCTION DETAILSR/WNOTES:
R/W
R/W
1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
C-2
37
403.57 FL
"OAK-2" +97.72
35.10'Rt
402.87 FL"OAK-2" +32.64
32.77' Rt
402.13 FL401.77 FL
401.85 FL
"OAK-2" +32.15
25.16' Rt
"OAK-2" +46.72
23.75' Rt
"OAK-2" +91.51 BC
43.53' Rt Dwy TYPE "B-2"402.39 FLW=30'C 33.77' Rt +17.67LDwy TYPE "B-2"401.77 FLW=30'C 27.09' Rt +12.23L"OAK-2" +93.66
49.46' Rt
"OAK-2" +02.71
34.76' Rt
402.75 FL
"OAK-2" +48.77 EC
41.71' Rt
R=3.5'
"OAK-2" +45.58 BC
45.94' Rt
402.70
402.61
"OAK-2" +82.49 BC
39.47' Rt
402.40
"OAK-2" +86.21 EC
43.23' Rt
402.45 R=3.5'
402.66
401.73 FL
"OAK-2" +37.63
32.43' Rt
402.08 FL
"OAK-2" +27.17
25.64' Rt
401.83 FL
"OAK-2" +40.13
39.63' Rt
4'VarVarVar
8'10'6.32%1.5%1.5%1.5%6.32%1.5%
1.5%
401.94 FL
"OAK-2" +50
31.61' Rt
401.74 FL
"OAK-2" +92.30
28.79' Rt
"OAK-2" +75
29.94' Rt
403.60
403.63
403.68
REVISED SHEET
r
r
REVISION DATE DESCRIPTION
0 09/19/19 REVISED NE CORNER
SCALE: 1" = 10'
"OAK-2" +92.31 EC
44.22' Rt
403.64
"OAK-2" +92.36
44.91' Rt
"OAK-2" +39.49
30.06' Rt
MATCH Exist
(402.52)
28.46' Rt "OAK-2" +97.29
401.72 FL
28.28' Rt "OAK-2" +00
"OAK-2" +67.78 BCR
37.09' Rt
R=0.75'
MATCH Exist
(401.91) FL
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
OAK St
"OAK-2" LINE
PPASPHASPHASPHASPHASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4016-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
260789 1 2
3 4
CONSTRUCTION DETAILS
C-3
+61.87
32.13' Lt
401.60 FL
401.70 FL
401.91 FL
402.11 FL
402.25 FL
R/W
SCALE: 1" = 20'
R/W
R/W
R/W
+50
+75
+00
+25
+50
+75
+00
+25
+50
+75
+00
+25
+50
+75
+25
61.49' Lt
+75
47.86' Lt
MATCH Exist
(402.40) FL
+50
+75
+00
+25
+50
+75
+00
+25+25
404.60
+25
404.44
+50
404.29
+75
404.14
+00
403.98
+25
+50
404.75
+00
404.91
+75
405.12
+40.08
MATCH Exist
(403.83)2%VarVarVar38.32' Rt "OAK-1" +50
MATCH Exist
(402.63) FL
402.11 FL
W=22'
• Sta +18.15
Dwy TYPE "A"
33.90' Rt "OAK-1" +34.15
402.06 FL
33.89' Rt "OAK-1" +02.15
402.16 FL
33.90' Rt "OAK-1" +93
33.90' Rt "OAK-1" +43
34.62' Rt "OAK-1" +48
403.65 FL
403.50 FL
403.34 FL
403.19 FL
403.03 FL
402.88 FL
402.73 FL
402.63 FL
402.36 FL
402.11 FL
401.87 FL
401.68 FL
401.53 FL
401.48 FL
+5056.18' Lt
+2534.93' Lt
+0040.02' Lt
404.33 FL
404.17 FL
404.02 FL 403.71 FL
403.25 FL
402.91 FL403.40 FL
403.55 FL
403.86 FL LIP
MATCH Exist
BACK OF CURB
MATCH Exist
R/W R/W
R/WR/W SEE BELOW LEFTMATCH LINE 5' SW
8'+75 +00 +25 +50 +75 +00 +25 +50 +75 +00
RETURN DETAILS
SEE C-2 FOR CURB
6'8'RETURN DETAILS
SEE C-2 FOR CURB
(402.89)(402.74)(402.70)(402.66)(402.59)(402.56)(402.59)(402.61)(402.56)(402.53)MATCH LINE SEE ABOVE RIGHT1'SAWCUT & CONFORM
& CONFORM
SAWCUT
(402.77)
NOTES:
1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
SAWCUT & CONFORM
MATCH Exist
(402.63) FL
40' Lt "OAK-1" +50
MATCH Exist
MATCH Exist
64' Lt +91.87
401.49 FL
1'
38
xx405.74
405.14
404.61
404.09
403.60
403.25
402.91
402.66
406.78
406.20
405.39
X
X
X
X
X
X
X
(404.07)(404.32)(404.66)
(405.01)
(405.50)(406.02)(406.44)407.12
+80
(406.44)
SAWCUT & CONFORM
VarSAWCUT & CONFORM
X
REVISION DATE DESCRIPTION
1 REVISED 24TH St & OAK St INTERSECTION
1
+25
407.22
2/5/20
407.32
+00
2 10/01/21 AS-BUILT
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
OAK St
"OAK-1" LINE
OAK St
"OAK-1" LINE
P
P
P
P P
P
P
P
P
P
P
P
P
P
ASPH
POOLCONCPOOLASPHASPHASPHASPH
ASPH
ELM STASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4016-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
325
1
2 3
4
320
325
1
2 3
4
CONSTRUCTION DETAILS
C-4
SCALE: 1" = 20'
No.#R
CURVE DATA
T L
30'48.94'31.87'
30'47.15'30.03'
9
10
R/
W
54.00' Lt "WB2" +01.49 BCR
404.14 FL
R/
W
404.43 FL
3À/4
À/2
404.24 FL
À/4
404.33 FL
404.74 FL
À/2
404.78 FL
3À/4
404.81 FL
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
85.52' Lt "WB2" +33.10 ECR
404.52 FL
94.05' Lt "WB2" +32.73
MATCH Exist
(404.59) FL R/WR/W83.74' Lt "WB2" +71.13 BCR
404.71 FL
54.00' Lt "WB2" +26.56
404.84 FL
74.78' Lt "WB2" +38.12
MATCH Exist
(405.60)
73.49' Lt "WB2" +54.50
MATCH Exist
(405.72)
54.00' Lt "WB2" +37.50
405.92 FL
54.00' Lt "WB2" +72.50
405.90 FL 405.92 FLW=25'• Sta +55405.76 FLW=45'• Sta +55R/W405.84 FL R/W+83.44
54.00' Lt "WB2"
9 10 Dwy TYPE "B-1"Dwy TYPE "B-1"5.5'
4.5'
5.5'5.5'
4.5'
66.00' Lt "WB2" +89.43
6
' SW
12
' Pkwy 6' SW
12' Pkwy
66.00' Lt "WB2" +89.04
405.64 FL
END SW TAPER
Beg SW TAPER
+85.29
64.00' Lt "WB2"
END SW TAPER
54.00' Rt "EB2" +08.23
58.00' Rt "EB2" +98.01
6' SW
"EB2" Rt FL
"WB2" Lt FL
"EB2" Lt FL
"WB2" Rt FL
"WB2" Lt FL
1.16' Lt "EB2" +00.00
4.10' Lt "EB2" +25.00
8.69' Lt "EB2" +50.00
11.78' Lt "EB2" +75.00
12.00' Lt "EB2" +00.00
TCE
TCE
64.84' Rt' "EB2" +58.45
54.00' Rt' "EB2" +15.46
66.00' Rt' "EB2" +81.27
66.00' Rt' "EB2" +48.02
54.00' Rt' "EB2" +13.83
54.00' Rt' "EB2" +29.33
64.84' Rt' "EB2" +70.83
+13.31
75.45' Lt "WB2"
405.25
+26.39
88.35' Lt "WB2"
405.26
72.00' Lt "WB2" +95.84404.42
MATCH Exist
(404.64) FL
102.80' Lt "WB2" +70.75
(404.64)
92.90' Lt "WB2" +77.31
(405.21)
4' Pkwy
MATCH Exist
54.00' Lt "WB2" +02.75 ECR
6.42' SW
10' SW
(SEE SOUND WALL PLANS)
SW No. 1
72' Lt "WB2" +61.01
4' Pkwy6' SW4' Pkwy6' SWTURNOUT DESIGN
MID-BLOCK
6' SW
+19.36
60.00' Lt "WB2"
(SEE SOUND WALL PLANS)
SW No. 2
1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
NOTES:
101.79' Lt "WB2" +34.30
MATCH Exist
(404.69) FL
CURB RETURN DETAILS
SEE C-6 FOR
406.11 FL
END SW TAPER
406.71
Beg SW TAPER
405.58
406.12
Beg SW TAPER
404.40
END SW TAPER
66.00' Lt "WB2" +01.49
404.89
66.00' Lt "EB2" +02.75
BC
404.62
EC
404.70
BC
404.16
EC
404.20
R=50'
54.78' Rt' "EB2" +07.08
BC
405.22
R=50'
EC
405.30 FL
R=50'
R=50'
54.78' Rt' "EB2" +22.21
BC
404.19
BC
404.19 FL
2%À/4
39
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1
1
REPLACEMENT
THREE (3) WALKWAY PANEL
"EB2" LINE
"WB2" LINE OLIVE St24TH
S
tELM ST
P
P
p
ASPHASPHELM STASPHASPHPOOL CONCASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4016-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
325
1
2 3
4
325
3
4
CONSTRUCTION DETAILS
SCALE: 1" = 20'R/WNo.#R
CURVE DATA
T L
C-5
12
11
42'
35'31.70'
T
C
E
64.00' Rt "EB2" +34.20
97.49' Rt "EB2" +34.11
140.38' Rt "EB2" +28.84
106.97' Rt "EB2" +51.38
144.16' Rt "EB2" +39.24
R=25'
79.51' Rt "EB2" +04.12
+03.67 BC
87.16' Rt "EB2"
+31.65 EC
139.49' Rt "EB2"
2' (Typ)
226.56' Rt "EB2" +46.57
230.49' Rt "EB2" +56.41 BC
R=10'
R=2'
+91.11 EC
189.49' Rt "EB2"
"EB2" +57.07
192.05' Rt
R=35'
R=70'
172.08' Rt "EB2" +01.60
183.29' Rt "EB2" +05.42
270.50' Rt "EB2" +87.03
275.59' Rt "EB2" +84.06
266.48' Rt "EB2" +69.62 R/WR/WR/WÀ/2
À/4
176.09' Rt "EB2" +28.72 BC
147.07' Rt "EB2" +19.88 PRC
402.78 FL
123.30' Rt "EB2" +90.58 EC
403.68 FL
404.03 FL
403.08 FL
-170.16'
17.03'
77.04' Rt "EB2" +88.33
R=20'
NOT TO SCALE
20'
EPEPHP
FLATTER
4:1 OR
3'
2%5%
OGAA5%2%2%R/WR/W W=28' 403.24 FL
• 97.49' Rt "EB2" +13.22
R/W
176.46' Rt "EB2" +31.47
MATCH Exist
(402.50) FL
MATCH Exist
(403.45) FL
5'
MATCH Exist
(403.37)
6
12
11
64.00' Rt "EB2" +25.59
TCE
(407.40)
ANGLE Pt
END HMA Pvmt (405.48)
END HMA Pvmt (404.88)
(404.65)
(406.09)
(406.66)
END HMA Pvmt
119.69 Rt "EB2" +63.98
(403.95) CROWN
116.35' Rt "EB2" +39.40
79.12' Rt "EB2" +14.89
109.17' Rt "EB2" +99.86
(404.00)
(404.87)
(404.87)
87.17' Rt "EB2" +65.98
(404.71)
161.94' Rt "EB2" +19.88
(405.72)
5'
Dwy TYPE "B-1" Mod
FOR DETAILS
SEE C-6
R/WR/WR/WR/WR/W
13.3%
100.18' Rt "EB2" +54.91
87.17' Rt "EB2" +91.55
406.03
10' SW
406.23
END TAPER
END HMA Pvmt
405.89
END TAPER
(SEE STRUCTURE PLANS)
Beg CB TYPE 732SW (Mod)
END SW
(406.91)
Beg TAPER
MATCH Exist
(407.30)
MATCH Exist
(407.32)
MATCH Exist
(406.73)
MATCH Exist
(404.09)
MATCH Exist
(404.45)
MATCH Exist
(404.16)
+66.05 BC
116.00' Rt "EB2"
CONFORM
SAWCUT &
MATCH Exist
(402.70)
106.74' Rt "EB2" +84.35 EC
(SEE STRUCTURE PLANS)
CARRIER CANAL BOX CULVERT
(405.06)
END TAPER
(404.87)
END TAPER
6' SW4' Pkwy
79.73' Rt "EB2" +43.11 BC
405.93
65.42' Rt "EB2" +64.08 EC
405.45
65.42' Rt "EB2" +19.93
405.26
Beg TAPER
(SEE STRUCTURE PLANS)
END TYPE 732SW (Mod)
Beg SW
FOR DETAILS)
(SEE SOUND WALL PLANS
SW No. 2
MATCH Exist
(406.75)
Beg TAPER
(404.74)
END TAPER
40
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
STAIR WAY
KIT FOX CMU
3À/4
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1
SOUND WALL.
EXISTING SIDEWALK (RUNNING NORTH/SOUTH) TO
SIDEWALK AND BACK OF NEW SIDEWALK. EXTEND
MINOR CONCRETE, GRADE BETWEEN EXISTING
1
"EB2" LINE
"WB2" LINE
24TH St
Carrier Canal20'
1
2'20'ELM StELM St ALLEY30'SECTION A-A2%
PP
P
P
P
P
pASPHCONC ASPHASPHASPHASPHCONC24TH ST
ELM STASPHELM STASPHP
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4016-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
UB UB
325
330
6
7
8
9
325
330
6
7
8
9
CONSTRUCTION DETAILS
C-6SCALE: 1" = 20'
No.#R
CURVE DATA
T L
26.14'30'43.00'
34.20'51.05'30'
19.99'31.41'
20'16.69'27.81'
50'26.93'49.40'
20'20.01'31.42'
30'27.35'44.35'
30'64.71'68.20'
13
14
15
16
17
18
19
20R/WR/WR/WR/W
R/WR/W13
14
15
16
17
19
20
TYPE 1
CURB RAMP
405.55 FL
94.00' Rt "EB2" +31.77
MATCH Exist
(402.60)
Dwy TYPE "A"
405.05 FL
MATCH Exist
(402.44)
94.00' Rt "EB2" +51.95
R/WR/W401.48 FL
401.07 FL
R/W
R/W
65.00' Rt "EB2" +89.85
MATCH Exist
(401.31)
65.00' Rt "EB2" +05.98
MATCH Exist
(401.19)R/WR/WDwy TYPE "A"401.27 FLW=20'• Sta +98.46R/W
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 3
CURB RAMP
TYPE 3
CURB RAMP
Dwy TYPE "A"
404.20 FL
W=24'
• Sta +41.73
405.26 FL
405.42 FL
406.18 FL
76.00' Lt "WB2" +65.73 BCR
405.70 FL
42.00' Lt "WB2" +95.14 ECR
402.87 FL
403.19 FL
92.09' Lt "WB2" +98.67 ECR
403.65 FL
69.33' Lt "WB2" +96.75 ECR
404.07 FL
42.00' Lt "WB2" +67.33 BCR
404.84 FL
MATCH Exist
(405.16) FL
402.29 FL
MATCH Exist
(401.73) FL
91.44' Lt "WB2" +68.39 BCR
402.43 FL
405.90 FL
MATCH Exist
(405.62) FL
405.08 FL
404.92 FL
À/2
405.00 FL
TCE
TCER/W3À/4
À/4
405.65 FL
3À/4
405.73 FL
À/2
405.82 FL
À/4
403.97 FL
À/4
403.76 FL
3À/4
403.86 FL
À/2
401.87 FL
3À/4
402.01 FL
À/2
402.15 FL
À/4
402.09 FL
À/2
+90.83 ECR
42.00' Lt "WB2"
401.91 FL
402.26 FL
À/4
3À/4
406.06 FL
À/4
405.82 FL
3À/4
À/2
405.94 FL
403.07 FL
À/4
À/2
403.11 FL
403.15 FL
3À/4
18
R=1'
R=2'
22
21
21 68.11'23.26'
22 60'31.34'57.75'
8'R/W+76.16 BCR
54.00' Lt "WB2"
174.80' Lt "WB2" +71.28 BCR
131.74' Lt "WB2" +04.34 BCR
150.85' Lt "WB2" +46.42 ECR
1.00' Lt "EB2" +92.41 BC
404.76 FL
405.08 FL
1. FOR ELEVATIONS NOT SHOWN, REFER TO
PROFILE SHEETS.
NOTE:
SEE NOTE No. 2
2. FOR MEDIAN DETAILS NOT SHOWN, REFER
TO CITY STANDARD T-16 ONE-WAY
MEDIAN OPENING.
405.17 FL
+84.93 EC
17.15' Lt "EB2"
405.40 FL
+58.40 ANGLE POINT
12.00' Lt "EB2"
404.17 FL
404.19 FL
3.00' Lt "EB2" +01.41 BC
404.61 FL
3.00' Lt "EB2" +92.41 EC
404.72 FL
6' SW
4.42' Pkwy
54.00' Rt "EB2" +62.31
58.42' Rt "EB2" +99.20
4.42' Pkwy
6' SW
3.75' Pkwy
6' SW
4.42' Pkwy
6' SW
53.09' Rt "EB2" +77.69
401.13
50.00' Lt "WB2" +82.93
44.92' Lt "WB2" +96.96
45.00' Lt "WB2" +43.92
6' SW
8' Pkwy
Pkwy
2.92'
6' SW
TCE
TCE
TCE
8' SW 5' SW
R=5'
R=15'
TYPE 6
CURB RAMP
8' SW
"WB2" Lt FL
R=10'
R=10'
"EB2" Rt FL
"WB2" Rt FL
"EB2" Rt FL
"EB2" Lt FL
"WB2" Rt FL
TYPE 3
CURB RAMP
130.21' Lt "WB2" +96.93
24'12'
176.04' Lt "WB2" +52.43
MATCH Exist
(406.10)
MATCH Exist
(406.27)
76.63' Lt "WB2" +29.45
24.00' Rt "WB2" +75.00
407.27 FL
21.76' Rt "WB2" +00.00
407.09 FL
15.55' Rt "WB2" +25.00
406.79 FL
406.45 FL
8.34' Rt "WB2" +50.00
406.11 FL
2.51' Rt "WB2" +75.00
405.84 FL
1.00' Rt "WB2" +00.00
TYPE 3
CURB RAMP
+66.44
68.59' Lt "WB2"
402.57
+84.29
56.00' Lt "WB2"
402.98 +90.83
50.00' Lt "WB2"
403.09
166.21' Lt "WB2" +08.98
188.04' Lt "WB2" +11.66
155.91' Lt "WB2" +88.13 ECR
+38.69
162.37' Lt "WB2"
5' SW
132.71' Lt "WB2" +73.44 BCR
113.75' Lt "WB2" +80.89 BCR
401.74 FL
1.00' Rt "WB2" +65.32 BC
1.00' Rt "WB2" +34.08 EC
1.95' Rt "WB2" +32.38 PC
+08.68
100.20' Lt "WB2"
+05.87 ECR
79.89' Lt "WB2"
TYPE 6
CURB RAMP
MATCH Exist FL
(401.60)
OTHERS)
SOUND WALL (BY
(SEE SOUND WALL PLANS)
SW No. 3
405.56
MATCH Exist
(406.56)
MATCH Exist
(406.56)
MATCH Exist
(404.72)
MATCH Exist
(404.29)
(404.20) MATCH Exist
3. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
404.45 FL
151.50' Lt "WB2" +21.19
+78.96 ECR
137' Lt "WB2"
PLANS)
(SEE SOUND WALL
SW No. 2
5'R/W159.54' Lt "WB2" +61.74
146.55' Lt "WB2" +60.92
403.98 FL
405.31 FL
W=20'
• Sta +45.89
"WB2" +77.17
142.21' Lt
SW Trans
Beg 10'
R=12'
R=12'+36"EB2"+28"EB2"176.93' Lt "WB2" +50.58
SEE C-94 FOR ISLAND DETAILS
CURB RAMP TYPE 1
EC
"WB2" +67.27
128.94' Lt
BC
"WB2" +62.63
132.56' Lt
BC
"WB2" +56.75
124.60' Lt
EC
"WB2" +61.40
120.97' Lt
DETAIL A
SEE DETAIL A THIS SHEET
R=3'
R=3'
4'
10
10
406.36
END SW TAPER
405.94 FL
Beg SW TAPER
401.40
END SW TAPER401.36
Beg SW TAPER
401.70
END SW TAPER
401.94
Beg SW TAPER
SEE C-88 FOR Dwy No. 1 DETAILS
+67.75
50.00' Lt "WB2"
54' Rt "EB2" +25.75 BCR
53.48' Rt "EB2" +65.94 ECR
46.03' Rt "EB2" +77.68 BCR
44.58' Rt "EB2" +19.22 ECR
41
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
BE DIRECTED BY THE ENGINEER
FOR SIDE ACCESS. WORK SHALL
FURNISHED SWING GATE
EXISTING). INSTALL OWNER
TO MATCH BACK WALL AND
CONSTRUCT SIDE WALL (CMU
THE ENGINEER
AS DIRECTED BY
WOODEN FENCE
EXTEND EXISTING
REVISED ELEVATIONS
SEE C-6r FOR
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1
1
1
1
1
REVISED ELEVATIONS
SEE C-6r2 FOR
24TH StELM StBEECH St"WB2" LINE
"EB2" LINE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
C-6
SCALE: 1" = 40'
r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1MATCH LINE (C-7r1)
PP
P
P
P
P
pASPHCONC ASPHASPHASPHASPHCONC24TH ST
ELM STASPHELM STASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
UB UB
325
330
6
7
8
9
325
330
6
7
8
9
CONSTRUCTION DETAILS
C-6
SCALE: 1" = 20'R/WR/WR/WR/W
R/WR/WR/WR/WR/W
R/W
R/WR/WTCE
TCER/WR/W1. FOR ELEVATIONS NOT SHOWN, REFER TO
PROFILE SHEETS.
NOTE:
2. FOR MEDIAN DETAILS NOT SHOWN, REFER
TO CITY STANDARD T-16 ONE-WAY
MEDIAN OPENING.
TCE
TCE
TCE
3. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.R/W+36"EB2"+28"EB2"41
r
END C&G
DELETE GUTTER Beg C&G
1.93%1.71%1.98%2.44%2.636%2.61%2.52%2.33%404.96FL
406.04BW
405.07FL405.18FL
405.31FL
E6252955.88
N2326668.69
405.92FS
406.15BW
E6252930.65
N2326666.13
406.03FS
2.0%1.8%2.0%0.427%
406.14FS
E6252905.43
N2326663.43
406.26BW
1.0%1.0%1.0%2.5%-R2.86%-R402.52FL-R
(401.74)
401.86FL-P
(401.96)
402.775-R
402.04-P
402.30-P
(402.17)
402.94-R
402.87-P
403.09-R
(402.73)
403.01-R
402.58-P
(402.45)2.48%-R2.95%-R3.0%-R0.31%0.31%0.66%
1.02%
0.31%
0.31%
0.3%2%6.2%6.2%
(401.19)
FS
FS
401.44
401.51
FS
401.91
FS
401.96
FS
401.97FS
(401.61)FS
401.91FS
(401.62)FS
(401.31)
FS
FS
401.50
401.59
FS
402.08
FS
402.04
FS
402.11
FS
0.31%
401.51FL-P
401.44FL-R
401.78FL-P
401.36FL-R
(401.24)
401.01FL-P
401.28FL-R
400.84FL-P
(401.21)
401.25FL-P
(401.30)
(401.32)
405.365
FL
FL
405.42
406.25FS
E6252867.40
N2326659.09
1.8%
0.5%1.48%
1.78%
Const. CL
2.42%
1.68%
1.45%
1.5%0.98%0.3%0.3%0.3%1.6%
406.01
406.06
406.18
BW
406.06BW
405.53FL
405.59FL
405.62FL
HIGH POINT
405.59FL
E6252857.57
N2326636.78
405.617FS
E6252832.45
N2326636.28
405.99FS
N2326635.93
E6252814.17
406.26FS
N2326635.79
E6252807.33
406.225FS
N2326635.30
E6252782.20
406.10FS
E6252814.41
N2326652.47
406.19FS
8.
7
5
%7.
8
7
%0.427%
7.3%
405.93TC
405.43FL
405.458
FL
405.475
FL
405.50FL
406.00TC
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
2
1
1
1
GRIND 0.2' AND PAVE
GRIND 0.2' AND PAVE
GRIND 0.2' AND PAVE
24TH StELM StBEECH St"WB2" LINE
"EB2" LINE
PPP
P
P
P
P
P
P
P
P P PP
ASPH
ASPH ASPHASPHPOOLCONC
CONC
POOL
CONC
CONC
CONC
CONC
CONC
CONCCONC
CONC
ASPHASPHASPHMYRTLE STASPHSPRUCE STP
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4116-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
335
2 3 4
6 7
CONSTRUCTION DETAILS
C-7
SCALE: 1" = 20'
No.#R
CURVE DATA
T L
30'44.10'27.12'
30'50.07'33.10'
30'47.42'30.29'
30'47.14'30.02'
R/W
400.17 FL
70.50' Rt "B" +17.04
R/WR/WR/WR/W400.08 FL
70.50' Rt "B" +63.58
MATCH Exist
(401.01)
R/W
R/WR/WMATCH Exist
(400.91)
+78.08
70.50' Rt "B"
400.16 FL
Dwy TYPE "A"400.12 FLW=20'• Sta +71.37R/WR/WR/W3À/4
400.69 FL
À/2
400.50 FL
À/4
400.30 FL
80.79' Lt "B" +80.53 ECR
À/4
400.68 FL
À/2
400.48 FL
3À/4
400.27 FL
25
26
TYPE 3
CURB RAMP
À/4
À/2
3À/4
3À/4
À/2
À/4
+79.90 ECR
69.08' Lt "WB2"
TYPE 3
CURB RAMP
23
24
23
24
25
26
400.86 FL
Beg SW TAPER
53.41' Lt "B" +47.82
400.89 FL
END SW TAPER
53.41' Lt "B" +38.53
400.88 FL
Beg SW TAPER
62.50' Lt "B' +82.21
6' SW
2.91' Pkwy
6' SW
12' Pkwy
6' SW
10' Pkwy
6' SW
10' Pkwy
60.50' Rt "B" +00
400.48
60.50' Rt "B" +50
400.63
60.50' Rt "B" +90.84
60.50' Rt "B" +06.7860.50' Rt "B" +35.97
60.50' Rt "B" +00
401.2560.50' Rt "B" +50
400.87
55.50' Rt "B" +64.93
400.75
60.50' Rt "B" +50
400.56
60.50' Rt "B" +00
400.52
R=10'
R=12'
WB Lt FL
EB Rt FL
EB Lt FL
WB Rt FL
WB Lt FL
R=10'
1. FOR ELEVATIONS NOT SHOWN, REFER TO
PROFILE SHEETS.
NOTE:
83.44' Lt "B" +05.96 BCR
50.00' Lt "B" +35.82 ECR
50.00' Lt "B' +46.21 ECR
50.00' Lt "B" +50.53 BCR
5'5'5'5'
R=15'
R=15'
R=15'R=15'
104.51' Rt "B" +20.86
104.62' Rt "B" +76.21
400.80
66.50' Rt "B" +26.26
76.79' Rt "B" +74.63
401.09
401.09
65.50' Rt "B" +79.77
75.20' Rt "WB2" +34.19
85.02' Rt "WB2" +39.06
TYPE 3
CURB RAMP
400.44 FL
W=19'
• Sta +80.82
Dwy TYPE "B-2"
399.84 FL
MATCH Exist SW
(400.84)
MATCH Exist SW
(400.81)
MATCH Exist SW
(400.84)
MATCH Exist SW
(400.67)
55.50' Rt "B" +06.91
90.52' Lt "B" +16.22
8.52' Lt "B" +16.21 BCR
6' SW
MATCH Exist
(400.89) FL
10' SW
400.59
82.89' Lt "B" +70.50
82.84' Lt "B" +75.50
400.51
400.11 FL
5' Pkwy
399.91 FL
66.50' Rt "B" +70.44
400.66
MATCH Exist
(400.74)
2. CONCRETE CURB RAMPS SHALL BE
PROMENADE BLEND COLOR
400.90
Beg SW TAPER
401.34
Beg SW TAPER
55.50' RT "B" +52.03
60.50' Rt "B" +06.78
OTHERS)
SOUND WALL (BY
OTHERS)
SOUND WALL (BY
TYPE 3
CURB RAMP R/WR/W+50.50 BCR
42.00' Lt "WB2"
+36.65
50' Lt "WB2"
399.94 FL
400.13 FLW=40'• Sta +50.50END SW TAPER
400.76
Beg SW TAPER
400.89
Beg SW TAPER
Dwy TYPE "A"401.34
END SW TAPER
+91.37 ECR
50.50' Rt "B"
401.68
END SW TAPER
401.47
Beg SW TAPER
SEE SHEET C-89 FOR Dwy No. 3 DETAILS
FOR Dwy No. 2 DETAILS
SEE SHEET C-89
400.66 FL
END SW TAPER
401.44
END SW TAPER
+06.25 BCR
50.50' Rt "B"
400.65
Beg SW TAPER
400.81
END SW TAPER
MATCH Exist
(400.12) FL
120.32' Lt "B" +81.06
400.71
END SW TAPER
400.58 FL
400.34 FL
400.10 FL
400.13 FL
400.38 FL
400.62 FL
5'
"B" +00
60.50' Rt
"B" +86.18
60.50' Rt
FOR Dwy No. 7 DETAILS
SEE SHEET C-93
+46.25 ECR
50.50' Rt "B"
400.11 FL
R=12'
50.00' Rt "B" +51.37 BCR
42
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
REVISION DATE DESCRIPTION
10/01/21 As-Builts1
1
1
1
1
1
1
1
1
1
FOR REVISED ELEVATIONS.
SEE SHEETS C-7r1, C-7r2, C-7r3, AND C-7r4
1
1
SPRUCE St"B" LINE
24TH St SPRUCE StMYRTLE St"WB2" LINE
"EB2" LINE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SCALE: 1" = 40'
C-7 1
CONSTRUCTION DETAILS
r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
42r1
MATCH LINE (C-6r1)MATCH LINE (C-9r1)
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SCALE: 1" = 10'
C-7 2
CONSTRUCTION DETAILS
r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
42r1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SCALE: 1" = 10'
C-7 3
CONSTRUCTION DETAILS
r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
42r2
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SCALE: 1" = 10'
C-7 4
CONSTRUCTION DETAILS
r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
42r3
P
P
P
OOL
ASPH
ASPH
CONC
CONC ASPHASPHASPHPINE STCEDAR STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4216-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
340
8 9
1 2 3
CONSTRUCTION DETAILS
C-8
SCALE: 1" = 20'
No.#R
CURVE DATA
T L
30'47.12'30.00'
30'47.14'30.02'
30'47.08'29.96'
30'47.09'29.97'
27
28
29
30 R/WR/W80.50' Lt "B" +27.24 ECR
R/W 3À/4
À/2
401.21 FL
À/4
401.30 FL
À/4
À/2
401.19 FL
3À/4
401.29 FL R/W3À/4
400.71 FL
À/2
400.77 FL
À/4
400.84 FL
80.47' Lt "B" +80.47 BCR
R/W50.50' Lt "B" +39.39 ECR
R/W
À/4
400.74 FL
À/2
400.80 FL
3À/4
400.85 FL
R/W
R/W
R/WR/WR/WR/WR/WR/W27 28
TYPE 3
CURB RAMP
TYPE 3
CURB RAMP
TYPE 3
CURB RAMP
29
30
401.38 FL
END SW TAPER
"B" +61.24
62.50' Lt
6' SW
12' Pkwy 6' SW
6' SW
6' Pkwy
6' SW
10' Pkwy
6' SW
10' Pkwy
6' Pkwy
401.40 FL
Beg SW TAPER
400.90 FL
END SW TAPER
400.91 FL
Beg SW TAPER
56.50' Lt "B" +10.88
56.50' Lt "B" +10.88
50.50' Lt "B" +10.88
60.50' Rt "B" +00
401.08
60.50' Rt "B" +50
400.98
400.98
60.50' Rt "B" +50
401.08
60.50' Rt "B" +00
401.18
60.50' Rt "B" +50
55.50' Rt "B" +98.53
401.37
60.50' Rt "B" +00
401.16
60.50' Rt "B" +00
60.50' Rt "B" +50
401.18
60.50' Rt "B" +50
401.06
60.50' Rt "B" +10.06
WB Lt FL
WB Rt FL
WB Lt FL
WB Lt FL
EB Lt FL
EB Rt FL
NOTE:
1. FOR ELEVATIONS NOT SHOWN, REFER TO
PROFILE SHEETS.
50.00' Lt "B" +43.75 BCR50.00' Lt "B" +97.24 BCR
112.00' Lt "B" +19.43
66.50' Rt "B" +72.755'
401.25
80.52' Rt "B" +72.55
66.50' Rt "B" +17.25
401.23
5'
80.35' Rt "B" +17.91
50.00' Lt "B" +92.88 ECR
MATCH Exist
(400.64) FL
400.73 FL
W=14'
• Sta +09.40
Dwy TYPE "B-1"
TYPE 3
CURB RAMP
MATCH Exist SW
(401.55)
MATCH Exist SW
(401.59)
400.68 FL
80.46' Lt "B" +73.75 ECR
86.46' Lt "B" +73.75
MATCH Exist FL
(400.65)
400.65 FL
MATCH Exist
401.04 FL
2. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
400.15 FL
W=17'
• Sta +17.29
Dwy TYPE "A"
401.44
84.58' Rt "B" +51.68
401.17
84.45' Rt "B" +57.39
400.67
75.48' Rt "B" +57.35
400.56
75.31' Rt "B" +64.01
401.30
85.12' Rt "B" +32.09
85.22' Rt "B" +25.94
401.28
400.46
75.35' Rt "B" +19.59
401.16
75.37' Rt "B" +25.74
(SEE SHEET C-93 FOR Dwy DETAILS)
RESIDENTAIL Dwy No. 9
400.95 FL
Dwy No. 6 DETAILS
SEE C-90 FOR
401.60
END SW TAPER
400.80
Beg SW TAPER55.50' Rt "B" +54.51
400.67
Beg SW TAPER400.78
END SW TAPER
TYPE 4
CURB RAMP
402.04
Beg SW TAPER
Dwy NO. 4 DETAILS
SEE C-90 FOR
401.99
END SW TAPER
Dwy NO. 5 DETAILS
SEE C-90 FOR
401.56
Beg SW TAPER
402.43 FL
7.50' Lt "B" +76
7.50' Rt "B" +09
402.40 FL
66.50' Rt "B" +82.47
400.92
Beg SW TAPER
400.80
END SW TAPER
60.50' Rt "B" +75.28
(BY OTHERS)
SOUND WALL
(BY OTHERS)
SOUND WALL
102.52' Lt "B" +62.89
MATCH LINE
(401.04) FL
116.39' Lt "B" +27.24
MATCH LINE
(401.08) FL
401.08 FL
"B" +09
402.43
"B" +25
402.47
"B" +50
402.52
"B" +76
402.47
80.52' Lt "B" +62.88
400.98 FL
402.45 FL
7.50' Lt "B" +68
7.50' Rt "B" +17
402.42 FL
BLEND COLOR
PROMENADE
MINIOR CONCRETE
50.50' Rt "B" +97.87 BCR
50.50' Rt "B" +36.71 ECR
R=12'
R=10'
400.18 FL
400.11 FL
43
REVISION DATE DESCRIPTION
10/01/21 As-Builts
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1
1
1
1
1 1
1
1
FOR REVISED ELEVATIONS.
SEE SHEETS C-8r1, C-8r2, C-8r3, AND C-8r4
1PINE St24TH St
"B" LINE CEDAR StCEDAR StPINE St
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-8 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
r
43r1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-8 2r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
43r2
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-8 3r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
43r3
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-8 4r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
43r4
P P POOLPOOL
POOL
ASPH
ASPHASPHASPH
ASPHASPHCEDAR STASPHA STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4316-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
4
345
2 3 4
6
7
CONSTRUCTION DETAILS
C-9
SCALE: 1" = 20'
No.#R
CURVE DATA
T L
25'39.26'24.99'
30'46.93'29.81'
31
32
R/WR/W R/WR/W3À/4
À/2
À/4
À/4
400.45 FL
À/2
400.58 FL
3À/4
400.72 FL
R/WR/WR/WR/WR/WR/WR/WR/W
MATCH Exist
(400.76) Dwy TYPE "A"400.78 FL
43.00' Rt "23RD" +82.51
MATCH Exist
(400.66)Dwy TYPE "A"400.85 FLW=10.50'• Sta +87.4743.00' Rt "23RD" +93.82
MATCH Exist
(400.79)
400.92 FL
R/W
TYPE 3
CURB RAMP
TYPE 3
CURB RAMP 31
32
MATCH Exist
(401.04)
70.50' Rt "B" +74.47399.74 FLW=39'• Sta +54.9772.68' Rt "B" +35.47
80.50' Rt "B" +58.22
72.51' Rt "B" +52.12
Beg CURB (TYPE A1-6)
MATCH Exist
(401.18)
END CURB TRANSITION
END CURB (TYPE A1-6)
MATCH Exist
(400.82)
6' SW
10' Pkwy
6' SW
10' Pkwy
6
' SW
400.85 FL
END SW TAPER
56.50' Lt "B" +54.39
400.85 FL
Beg SW TAPER 56.50' Lt "B" +22.83
60.50' Rt "B" +99.87
400.67
60.50' Rt "B" +50
60.50' Rt "B" +00
400.98
401.05
60.50' Rt "B" +50
401.23
60.50' Rt "B" +00 401.30
60.50' Rt "B" +50 R/W22' Rt "23RD" +03.03
20' Rt "23RD" +73.69
R=10'
"23RD" Rt FL
"23RD" Lt FL
"24TH" Lt FL
"24TH" Rt FL
WB Rt FL
WB Lt FL
WB Lt FL
EB Rt FL
EB Lt FL
60.50' Rt "B" +10.06
PROFILE SHEETS.
NOTE:
1. FOR ELEVATIONS NOT SHOWN, REFER TO
5'5'
401.04
66.50' Rt "B" +11.26
401.04
80.40' Rt "B" +10.67
400.97
66.50' Rt "B" +66.40
400.71
80.00' Rt "B" +65.71
+85.95 ECR
50.00' Lt "B"
400.34 FL
W=14'
• Sta +55.93
Dwy TYPE "B-1"
400.40 FL
400.31 FL
6' SW
6' Pkwy
74.90' Lt "B" +20.38 ECR
6' SW
6' Pkwy
R=20'
400.63 FL
400.77 FL
400.84 FL50.50' Lt "B" +90.39
400.84 FL
50.50' Lt "B" +94.81 BCR
R/W
102.48' Lt "B" +20.40
MATCH Exist
(400.92) FL
2. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
OTHERS)
SOUND WALL( BY
400.74 FL
W=12'
• Sta +20.39
Dwy TYPE "B-1"
80.30' Lt "B" +55.95 BCR
OTHERS)
SOUND WALL (BY
28' Rt "23RD" +55.44
23' Rt "23RD" +72.11
401.34
Beg SW TAPER
400.63
END SW TAPER
55.50' Rt "B" +83.81400.80
Beg SW TAPER
55.50' Rt "B" +26.13
R=12'
R=12'
(SEE C-92 FOR Dwy DETAILS
RESIDENTIAL Dwy No. 7
R=575'
401.51
END SW TAPER
401.36
END SW TAPER
400.43
Beg SW TAPER
400.26
END SW TAPER
401.54
Beg SW TAPER
DETAILS
CURB RETURN
SEE C-8 FOR
401.50
BC
401.70
EC
Beg SW TAPER
105.49' Lt "B" +55.98
MATCH Exist
(400.38) FL
399.66 FL
50.50' Rt "B" +25.47 BCR
399.84 FL
50.50' Rt "B" +86.30 ECR
R=10'
18' Rt "23RD" +71.46 BCR
18' Rt "23RD" +03.48 ECR
44
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
REVISION DATE DESCRIPTION
10/01/21 As-Builts
10/01/21
1
1
1
1 1
1
1
1
1
11
1
1
C-9r5 FOR REVISED ELEVATIONS.
SEE SHEETS C-9r1, C-9r2, C-9r3, C-9r4 AND
CEDAR St24TH St ALDER St"B" LINE
"24TH" LINE
"23RD" LINE
CEDAR StA St
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 40'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
C-9 1r
10/01/21
44r1
MATCH LINE (C-7r1)MATCH LINE (C-9r2)
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 40'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
C-9 2r
10/01/21
44r1
MATCH LINE (C-9r1)
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
C-9 3r
10/01/21
44r1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
C-9 4r
10/01/21
44r2
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
C-9 5r
10/01/21
44r3
PP
P
ASPHASPHASPHASPH
ASPHASPHB STASPHC STP
P
CONC
A
S
P
H
23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4516-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3
4
5
67
8
9
350
8
91 2 3
CONSTRUCTION DETAILS
C-10
SCALE: 1" = 20'
MATCH Exist
(400.34) FL
À/2
No.#R
CURVE DATA
T L
5.5' SW
34
33
FL
R/
W
R/WR/WR/WR/W
R/WR/WR/WDwy TYPE "B-2"
30.00' Lt "23RD" +78.15
401.25 FL
46.00' Lt "23RD" +77.15 EC
135.63' Rt "23RD" +88.70 EC
399.83 FL
46.00' Lt "23RD" +45.97 BC
401.09 FL
30.00' Lt "23RD" +87.26 BC
400.34 FL
117.95' Lt "23RD" +39.90 EC
399.25 FL
400.74
+50
400.82
+25
400.66
+75
400.58
+00
400.90
+00
400.98
+75
401.06
+50
À/4
400.31 FL
À/2
399.52 FL
3À/4
399.68 FL
À/2
398.72 FL
3À/4
398.99 FL
À/4
399.53 FL
401.58 FL
1. FOR ELEVATIONS NOT SHOWN, REFER TO
PROFILE SHEETS.
NOTE:
~~6' SW
6' SW
6' Pkwy4' Pkwy
6' SW
4' Pkwy
4' Pkwy
6' S
W"23RD" +77.03
23.00' Rt
20.92' Rt "23RD" +82.50
31.88' Lt "24TH" +14.28
BC
29.24' Lt "24TH" +21.28
PRC
25.89' Lt "24TH" +14.42 30.00' Lt "24TH" +89.84
22.37' Lt "24TH" +19.98
27.47' Lt "24TH" +68.66
26.69' Lt "24TH" +32.10
34.31' Lt "24TH" +62.25
28.00' Lt "24TH" +74.25
SAWCUT & JOIN
6' SW
6
"23RD" Rt FL
"23RD" Lt FL
"23RD" Lt FL
"24TH" Rt FL
"24TH" Lt FL
R=30'
R=30'
TYPE 3
CURB RAMP
32.20' Rt "23RD" +95.11
38.00' Rt "23RD" +51.16
401.96 BC
402.23 EC
402.33 BC
42.14' Lt "23RD" +18.70
TCE
R/WTCE
28.00' Rt "23RD" +41.75
401.91
28.00' Rt "23RD" +48.04
401.91
TCE
TCE
RETURN DETAILS
SEE C-12 FOR CURB
FOR DETAILS
SEE C-11
6'
35a
35e
35b
6' PKWY6' SW401.03 FL
À/4 À/2
400.89 FL
3À/4
400.75 FL
400.65 FL
À/4
À/2
400.73 FL
3À/4
400.81 FL
28'26'400.58 FL
61.58' Lt "24TH" +85.72
62.69' Lt "24TH" +48.82
MATCH Exist
(400.64) FL
94.21' Rt "23RD" +75.33 BC
"23RD" +04.89
83.63' Rt
MATCH Exist
(401.43)
5.5' SW
"23RD" +36.15
138.71' Rt
MATCH Exist
(401.23)
118.10' Rt "23RD" +62.36 EC
400.11 FL
122.93' Rt "23RD" +64.36
MATCH Exist
(400.08) FL
126.30 Rt "23RD" +66.42
123.61' Rt "23RD" +72.48
400.09 FL 5.5' SW400.15 FL
W=18'
• Sta +61.21
400.19 FL
400.21 FL
+66.60
90.83' Rt "23RD"
95.54' Rt "23RD" +64.58 PRC
BY OTHERS
SOUNDWALL
6' Pkwy
5' SW
45.24' Lt "24TH" +89.72 ECR
24.83' Lt "24TH" +17.22
20.75' Lt "24TH" +25.84
EC 401.13 FL
PRC
27.76' Lt "24TH" +32.73
EC
(SEE SOUNDWALL PLANS)
SW No. 4
2. CONCRETE CURB RAMPS SHALL BE
PROMENADE BLEND COLOR.
35c
35d
401.29
MATCH Exist SW
(400.86)
82.02' Rt "23RD" +63.42
MATCH Exist
(400.98) FL
399.93
Beg SW TAPER
399.88
END SW TAPER
END SW TAPER
22' Lt "23RD" +83.81
401.76
BC
400.87 FL
Beg SW TAPER
401.29
Beg SW TAPER
401.41
END SW TAPER
401.25
END SW TAPER
399.97 FL
END SW TAPER
400.63
Beg SW TAPER
FOR DETAILS
SEE C-12
MATCH Exist
(400.64) FL
(SEE SOUNDWALL PLANS)
SW No. 5
45
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
42'
35'
-"23R
D
"
L
IN
E
23R
D ST
24TH ST"2
4
TH
"
L
IN
EBAY StC StB St55'115.38'123.86'
33
34
35a
35b 625'148.85'74.78'
233°17'29"
17.15'31.89'
171.01'
35c 30.02'234.48'59.71'
35d 31.29'62.34'314'
55'35e 115.38'123.86'
P
PP
PP
ASPH
ASPHASPH
ASPH
ASPH
ASPHP
P
PASPH
ASPHASPH
ASPHASPH
A
S
P
H
ASPH
CONC
D ST23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4516-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3
5
0
9
12
3 4
CONSTRUCTION DETAILS
C-11
SCALE: 1" = 20'
R/W
R
/W
No.#R
CURVE DATA
T L
399.79 FL399.86 FLW=20'• Sta +79.736'4'118.38' Rt "23RD" +16.33
398.50 FL
398.54 FL
MATCH Exist
(398.42) FL
MATCH Exist
(398.61) FL
MATCH Exist SW
(399.56)
MATCH Exist
(398.56) FL
398.71 FL
36
À/2
399.13 FL
"23RD" +76.77
66.44' Rt
96.75' Rt "23RD" +58.34
125.72' Rt "23RD" +12.63
113.49' Rt "23RD" +14.25 EC
110.09' Rt "23RD" +05.14 BC
115.88' Rt "23RD" +96.17
(399.23)
37
TYPE 4
CURB RAMP
TYPE 5
CURB RAMP
TYPE 4
CURB RAMPS (2)
145.79' Lt "23RD" +18.72
MATCH Exist SW
(400.06)
158.79' Lt "23RD" +19.35
163.79' Lt "23RD" +02.38
158.79' Lt "23RD" +19.35
Dwy TYPE "A"
399.40 FL
W=19'
• 173.29' Lt "23RD"+19.37
182.79' Lt "23RD" +02.38
189.78' Lt "23RD" +19.38
197.78' Lt "23RD" +19.39
MATCH Exist
(399.42) FL
399.41 FL
202.78' Lt "23RD" +18.76
MATCH Exist SW
(400.01)
+00
399.59
+75
399.51
+50
399.45
+25
399.41
+00
399.33
+75
399.23
+50
399.15
+25
399.12
+00
399.10
~
"23RD" +57.70
28.00' Lt
~
+83.88 EC
118.67' Lt "23RD"
145.63' Lt "23RD" +52.36
127.22' Lt "23RD" +62.48
399.72
+60.66 BC
83.63' Lt "23RD"
R=40'
R=20'
67.81' Lt "23RD" +93.81
101.25' Lt "23RD" +95.92 EC
84.99' Lt "23RD" +83.93 BC
"23RD" +01.76
28.00' Lt
MATCH Exist
41.05' Lt "23RD" +73.81
399.78
399.80
399.77
399.60
MATCH Exist
(399.76)
"23RD" +35
30.78' Lt
MATCH Exist SW
(399.77)
400.18
+88.45 BC
"23RD" 58.93' Rt
NOTE:
DETAILS
SEE C-10 FOR
R/WR/WR/WR/WR/WR/W
R/W
R/W
R/WR/W6' S
WPkwy
3.92'
SAWCUT & JOIN
& JOIN
SAWCUT
R=7"
"23RD" +11.56
28.00' Lt
18'
400.20
34.00' Lt "23RD" +07.86
399.60
+64.16
31.23' Rt "23RD" Dwy TYPE "B-1"R=11'
+00
399.69
399.55
+25
399.43
+50
399.32
+75
399.24
+00
399.15
+25 399.11
+50
399.09
+75
TCE
111.22' Rt "23RD" +98.05
MATCH Exist
118.73' Rt "23RD" +18.20
TYPE 6
CURB RAMP
6' SW6' SW6' PKWY399.34 FL
399.39 FL
MATCH Exist
(399.39) FL
FOR DETAILS
SEE SW PLANS
SW No. 5
~
FOR PARKING LOT DETAILS
SEE SHEET C-49
1. FOR FLOWLINE ELEVATIONS NOT SHOWN, REFER TO PROFILE SHEETS.
2. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
MATCH Exist
MATCH Exist
MATCH Exist
(399.85)
TCE
TCE6' SW4' Pkwy
MATCH Exist
(398.67)
MATCH Exist
(398.48) FL
SEE C-29 FOR DETAILS
"23RD" +46.06
40.70' Lt
400.10
BC
117.58' Lt "23RD" +49.19
399.76
EC
110.69' Lt "23RD" +51.99
399.63
BC
399.27
EC
93.85' Lt "23RD" +53.06
399.27
BC
R=57'
R=14'
"23RD" +53.06
93.85' Lt
EC
399.96 FL
46
CURB RAMP TYPE 6
398.42 FL
REVISION DATE DESCRIPTION
1 5/30/19 REVISED PARKING LOT GRADES
1.5%
1
1
398.71 FL
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
2
3
RD
S
T"23R
D" LI
NE
54'
8.01'12.58'8'
53.99'84.81'D St36
37
23RD ST
C ST
ASPHASPH
24TH ST
C STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4516-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2 3 4
No.#R
CURVE DATA
T L
CONSTRUCTION DETAILS
C-12
SCALE: 1" = 10'27'±R/W R/W
R/W
24C2
24C1
27.20' Lt "24TH" +79.09 ECR
+49.48 BCR
56.33' Lt "24TH"
399.97 FL
24C1
24C2
24C3 30'30.00'47.12'
30'28.78'45.88'
30'30.07'47.20'
Exist LIP
MATCH
400.39 400.41 400.62 400.69 400.66 400.63
400.53
400.53
400.04 FL
400.17 FL400.20 FL400.13 FL400.04 FL 400.14 FLTCE+75 +00 +25 +50 +75 +00 +25
+50
+25 +50 +75 +00
+50
+25
28.00' Lt "24TH" +74.25 BCR
TYPE 3
CURB RAMP
399.94 FL
+00
399.88 FL
+75
24C4 3.00'4.71'3'
400.31 FL
24C3
400.07 FL
58.00' Rt "24TH" +36.09 ECR
24C4
399.83 FL
400.19 FL
27.00' Rt "24TH" +81.89
399.85 FL
+04.25 ECR
58.07' Lt "24TH"
+28.80 BC
51.19' Lt "24TH"
400.79
R=52'
R=2'
R=2'
R=2'
400.68
~
10
20'
28.00' Rt "24TH" +06.69 BCR
30.00' Rt "24TH" +56.69 BCR
27.00' Rt "24TH" +61.69 ECR
51.07' Lt "24TH" +29.78 EC
6' SW
26.94' Lt "24TH" +99.34
28.64' Lt "24TH" +20.79 EC
400.06
28.58' Lt "24TH" +29.23 BC
400.04
R/WR/WR/W+31.19 EC
31.47' Lt "24TH"
400.10
+19.07 BC
31.63' Lt "24TH"
400.09 4'SEE SHEET C-13MATCH LINE "24TH" Sta 354+5025'10
~
+04.23
68.07' Lt "24TH"
MATCH Exist
(399.85) FL
MATCH Exist
(399.67) FL
TYPE 3
CURB RAMP
MATCH Exist
(399.64) FL
68.18' "24TH" +49.19
399.73
399.58
399.64
1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
NOTES:
R=11'
27.00' Rt "24TH" +75.69
38.00' Rt "24TH" +64.69
400.38
BC
ELEVATIONS
INTERSECTION
SEE C-50 FOR
EC
REVISION DATE DESCRIPTION
1 12/31/19 REVISED ELEVATIONS
400.54 400.76 400.85 400.91 400.89 400.85
400.84
400.36 400.31 400.26
400.21
399.99 400.21 400.30 27'±47
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINEC St24TH St
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
C-12
SCALE: 1" = 15'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
r
47r
ASPH ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5317-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
5 6
001-291-04
No.#R
CURVE DATA
T L
24D1
24D2
24D3
24D4
20'19.99'31.41'
10'9.98'15.69'
10'9.96'15.67'
10'9.95'15.65'
24D1
MATCH Exist
(399.71) FL
+59.97 ECR
47.06' Lt "24TH"
+03.10 BCR
37.19' Lt "24TH"
24D2
25' Rt "24TH" +40.72 BCR
24D3
36.96' Rt "24TH" +50.72 ECR
36.95' Rt "24TH" +05.39 BCR
24D4
27' Rt "24TH" +15.39 ECR
CONSTRUCTION DETAILS
C-13
SCALE: 1" = 10'
MATCH Exist
(399.69) FL
400.53 400.44 400.33 400.22 400.38400.34
399.89 FL
399.85 FL
399.83 FL
399.66 FL
400.04 FL 399.95 FL 399.84 FL 399.73 FL27'±R/W
R/WR/W
R/W
Exist LIP
MATCH
Exist LIP
MATCH
43.34' Rt "24TH" +50.74
+15.10 ECR
27.21' Lt "24TH"
+50 +75 +00 +25
+50 +75 +00 +25
+25 +50
+50
+25
399.70 FL
399.69 FL
399.56 FL
399.69 FL
399.47 FL
TYPE 3
CURB RAMP
TYPE 3
CURB RAMP
TYPE 3
CURB RAMP
44.32' Rt "24TH" +05.36
49.32' Rt "24TH" +05.96MATCH Exist
(399.63) FL
MATCH Exist
(400.20)
MATCH Exist
(400.43)R/WR/WR/WR/WMATCH LINE "24TH" Sta 354+50SEE SHEET C-12SEE SHEET C-14MATCH LINE "24TH" Sta 356+50IN PLACE
FH PROTECT27'27.07' Lt "24TH" +20.46
59.40' Rt "24TH" +50.80
27.19' Lt "24TH" +38.01
MATCH Exist
(399.42) FL
MATCH Exist
(399.74) FL
MATCH Exist
(399.79) FL
25'27.00' Rt "24TH" +20.46
399.75 FL
399.38 FL
1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
NOTES:
33.50' Rt "24TH" +27.76
MATCH Exist
(400.26)
ELEVATIONS
INTERSECTION
SEE C-51 FOR
48
62.71' Lt "24TH" +05.05
27.07' Lt "24TH" +39.97 BCR
52.06' Lt "24TH" +59.36
REVISION DATE DESCRIPTION
REVISED ELEVATIONS112/31/19
1
400.84 400.80 400.78 400.73
400.21 400.16 400.11 400.06
TYPE 5
CURB RAMP
36.98'
+05.10
399.69 27.00'
399.69
400.62 400.56
400.00
399.65
399.76 12'MATCH Exist
(401.04)
38.75' Rt "24TH" +60.83
MATCH Exist
(400.98)
38.75' Rt "24TH" +69.33
+50
+25
6'399.79
399.64 FL
399.64 FL27'CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
D St"24TH" LINE DRAKE St24TH St
PP
ASPH
CONC
FP
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4516-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7 8
CONSTRUCTION DETAILS
C-14
SCALE: 1" = 10'
400.38
399.89 FL 27'±R/W
R/W
Exist LIP
MATCH
R/W
R/W
400.45 400.52 400.57 400.58 400.59 400.60 400.65 400.71
400.87
399.99 FL 400.04 FL 400.08 FL 400.14 FL 400.15 FL 400.17 FL
+50 +75 +00 +25
+50 +75 +00 +25
+50 +75
+75
+00
+00
+25
+25
+50
+75
+75
MATCH Exist SW
(400.58)
27.71' Rt +26.25
27.00' Rt +31.25
41.25' Rt +44.25
MATCH Exist
(400.21) FL
27.00' Rt +71.25
CURB
Ret Dwy TYPE "A"41.25' Rt +58.25
MATCH Exist
(400.26) FL
27.00' Rt +39.25
400.22 FLW=26'• Sta +51.1327.00' Rt +63.25
CURB
Ret 6'4'Dwy TYPE "B-1"7
27.00' Lt +28.66 BC
399.90 FL
400.57 TC
399.92 FL
400.58 TC
29.12' Lt +50
399.97 FL
400.64 TC
+50
399.93 FL
+75
399.72 FL
+00
25'31.85' Lt +75
34.50' Lt +25
+25 +50
399.94 FL
400.23 FL
400.90 TC
TYPE 6
CURB RAMP 5.63%SEE SHEET C-15MATCH LINE "24TH" Sta 358+75MATCH LINE "24TH" Sta 356+50SEE SHEET C-13400.13 FL
400.80 TC
MATCH Exist
(401.05)
41.25' Rt +69.00
MATCH EXIST
(400.96)
6.5' SW
400.09 FL
400.76 TC
399.91 FL 399.98 FL
400.13 FL400.12 FL
400.10 FL
400.09 FL
Beg SW TAPER
MATCH Exist SW
(400.53)2%399.82 FL
400.49 TC
400.27 FL
4'R=4.5'Max1.5%1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
NOTES:400.11 FLW=14'• Sta +51.2527' Lt +25
MATCH Exist
(399.84) FL
39.26' Lt +25
9.5'27.68' Lt +36.88 EC 39.46' Lt +84.73
34.50' Lt +72.81 BCR
34.50' Lt +50
400.08 FL
400.75 TC
400.00 FL
400.67 TC
END SW TAPER
400.66
34.20' Lt +96.43 BC
34.50' Lt +01.88 EC
R=50'
R=50'
41.25' Rt +38
49
REVISION DATE DESCRIPTION
REVISED ELEVATIONS112/31/19
1
1
400.56 400.61 400.66 400.72 400.88 401.02 401.15 400.84 400.89
399.97399.92399.87399.93399.87
399.80 FL
+00
399.75 FL
+50
399.63 FL
+75
399.69 FL
399.82 FL
399.85 FL
399.91 FL
399.96 FL 400.01 FL
400.02 FL
400.64 FL
400.17 FL
400.12 FL
12'CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE24TH St
ASPHASPH
ASPH
CONC
ASPH
ASPHPP
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4516-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga015.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3609 1
CONSTRUCTION DETAILS
C-15
SCALE: 1" = 10'
R/W
FL
27'24E1
24E2
24E3
No.#R
CURVE DATA
T L
10'
Exist LIP
MATCH
89.50' Lt "24TH" +51.81
MATCH Exist
(400.21) FL
24E4
37.03' Lt "24TH" +51.67 BCR
27' Lt "24TH" +61.67 ECR
400.30 FL
27' Rt "24TH" +89.63 BCR
35.02' Rt "24TH" +97.63 ECR
43.23' Rt "24TH" +97.61
MATCH Exist
(400.13) FL
R/W
R/W
41.37' Rt "24TH" +51.70
35.16' Rt "24TH" +51.61 BCR
27' Rt "24TH" +59.60 ECR
24E1
24E2
24E3
24E4
10.03'15.74'
8'8.02'12.59'
8'8.16'12.73'
400.87
400.83 400.92 400.98 401.03 401.08 401.11 401.15
401.19
400.27 FL
400.15 FL 400.23 FL 400.32 FL 400.37 FL
400.42 FL 400.49 FL
400.53 FL
+75
+75
+50
+25+75
+50+25+00+75
+25+00+75+50+25+00+75
+75
+00 +25
+50
400.20 FL
27.00' Rt +75
400.43 FL
27.00' Rt +76
400.43 FL
27.00' Rt +41
MATCH Exist
(400.63) FL
Dwy TYPE "A"27.03' Rt +40.45
400.60 FL
400.21 FL
CURB RAMP TYPE 3
TYPE 5
CURB RAMP
400.52 FLW=40'• Sta +08400.19 FL
W=20'
• Sta +51.758'6'
59.50' Lt "24TH" +51.75
400.18 FL
400.10 FL
62.11' Lt +97.80 ECR
25.11'39.38'25'
3À/4
400.25 FL
À/2
400.23 FL
À/4
400.22 FL 52.11' Lt +97.84 EC
400.20 FL
R/WR/WR/WR/WR/WR/WR/WR/WTYPE 6 Mod
CURB RAMP
27' Lt "24TH" +71.50
27' Lt "24TH" +15.50
R=10'R=10'
TYPE 6 Mod
CURB RAMP
R=12'R=12'Dwy TYPE "A"400.45 FLW=18'• Sta +93.5044.36' Lt "24TH" +51.69
46.15' Lt "24TH" +52.44
43.36' Lt "24TH" +49.91
48.23' Rt "24TH" +96.96
MATCH Exist SW
(400.70)
(400.25)
MATCH Exist
(400.64)
Dwy TYPE "B-2"
50.36' Lt +00.85
MATCH Exist SW
(400.67)
MATCH Exist SW
(400.64) 27'MATCH LINE "24TH" Sta 358+75SEE SHEET C-14SEE SHEET C-16MATCH LINE "24TH" Sta 361+50+50
50.36' Lt +48.71
TYPE 6
CURB RAMP
400.17 FL
27' Lt "24TH" +80.74
400.17 FL
400.16 FL
1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
NOTES:
TYPE 5
CURB RAMP
MATCH Exist
(400.11) FL
400.29 FL
400.33 FL 400.36 FL
400.27 FL
ELEVATIONS
INTERSECTION
SEE C-52 FOR
MATCH Exist
(400.39)
MATCH Exist
(400.44)
MATCH Exist
(400.26) FL
400.95
400.39 FL
400.12
400.14
REVISION DATE DESCRIPTION
REVISED ELEVATIONS1
50
12/31/19
1
1
1
400.25 FL
59.61' Lt +97.81 ECR
400.19
400.21
400.23
34.36' Lt +90.56
400.12 FL
400.21
25.00' Lt +99.97
400.11
2 10/01/21 AS-BUILT
2
400.74
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE
E StENCINA St24TH St
P
P PP
PP
PP
ASPHASPHASPH
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4516-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga016.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2 3
24F1
24F2
24F3
No.#R
CURVE DATA
T L
Exist LIP
MATCH
MATCH Exist
(400.73) FL
24F4
51.98' Rt "24TH" +37.36 ECR
R/W
R/W
24F1
24F2
24F3
24F4
25'39.25'24.98'
25.00'39.27'
24.83'39.10'
14.99'23.55'
401.19
CONSTRUCTION DETAILS
C-16
SCALE: 1" = 10'27'MATCH Exist
(400.66) FL
27' Lt "24TH" +12.36 BCR
27.04' Rt "24TH" +14.50 BCR
MATCH Exist
(400.89) FL
51.97' Rt "24TH" +39.40 ECR
MATCH Exist
(400.55) FL
48.74' Rt "24TH" +03.01
MATCH Exist
(400.49) FL
52' Lt "24TH" +04.91 BCR
42.20' Rt "24TH" +03.02 BCR
27.22' Rt "24TH" +18.03 ECR
25'
25'
15'
401.22 401.28 401.36
401.28
401.40 401.48
R/W
400.53 FL 400.56 FL 400.59 FL
Exist LIP
MATCH
TCE
+50
+50
+75
+75
+00
+00 +25
+25
+50 +75
400.61 FL
400.64 FL 27'400.82 FL 9'5'3.5'
27.88' Rt +70
MATCH Exist SW
(401.35)
R/W
42.25' Rt +59.56
27.26' Rt +65
MATCH Exist
(400.86)400.77 FLW=31'• Sta +44.505.5'27.23' Rt +24
400.67 FL
27.00' Lt +74.50
400.90 FL
27.00' Lt 29.91 ECR
400.82 FL
27.00' Lt 30.50 400.86 FLW=34'• Sta +52.50TYPE 2
CURB RAMP
TYPE 2
CURB RAMP
TYPE 1
CURB RAMP
Dwy TYPE "B-2"Dwy TYPE "B-2"~
7
R/WR/WR/WR/W54.75' Rt "24TH" +03.68 9'41.05' Rt "24TH" +20.12
401.60
49.65' Rt "24TH" +28.71
401.39
400.52 FL25'±MATCH LINE "24TH" Sta 361+50SEE SHEET C-15SEE SHEET C-17MATCH LINE "24TH" Sta 363+75MATCH Exist
(402.18)
MATCH Exist SW
(401.01)
TYPE 8 Mod
CURB RAMP
41.00' Lt +21.17
401.55
400.55 FL
27' Lt "24TH" +71.79
1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
NOTES:
PROTECT IN PLACE
BUSINESS SIGN AND PLANTER
ELEVATIONS
INTERSECTION
SEE C-53 FOR
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
401.54
1
400.62
400.62
401.15
12/31/19
1
1
1
51
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE
F St24TH St
P P PP
P
ASPH
ASPH
FP
CONC
ASPH
ASPH
24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4516-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga017.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
4 5
CONSTRUCTION DETAILS
C-17
SCALE: 1" = 10'
R/W
R/W R/W
R/W
401.48 401.56
401.67
401.73 401.77
401.92
401.98
402.11
Exist LIP
MATCH
Exist LIP
MATCH
TCE
TCE
+75 +00
+25
+50 +75
+00
+25
+50
27.09' Rt +12.41
MATCH Exist
(401.13) FL
27.08' Rt +20.41
401.16 FL
46.25' Rt +35.99
MATCH Exist
(401.86)
27.02' Rt +69.33
401.31 FL
46.25' Rt +54.11
MATCH Exist
(401.92)Dwy TYPE "A"27.12' Lt +63.59
MATCH Exist
(401.04) FL
27.74' Lt +75.10
MATCH Exist SW
(401.58)
26.72' Rt +92.50
27.79' Rt +42.50
MATCH Exist SW
(402.13)
MATCH Exist
(401.55) FL
46.06' Rt +36.39
MATCH Exist
(402.44)
45.75' Rt +96.25
MATCH Exist
(402.16)401.48 FLW=35'• Sta +159'5'5'27.00' Lt +93.00
400.93 FL
3.5'5'9'40.50' Lt +71.61
44.50' Lt +58.61
MATCH Exist
(401.51)14'27'401.82
401.02 FLW=19.50'• Sta +48.86+37.50
27.07' Rt 401.24 FLW=19'• Sta +44.87Dwy TYPE "B-2"7
~
7
~
400.97 FL400.95 FLW=28'• Sta +1227.00' Lt +31
MATCH Exist
CURB AND GUTTER (L=5')
RECONSTRUCT CITY TYPE "B" R/WR/WR/WR/WR=15'
TYPE 6 Mod
CURB RAMP
R=5'
401.40 FLDwy TYPE "B-2"4.49%25' ±MATCH LINE "24TH" Sta 363+75SEE SHEET C-16SEE SHEET C-18MATCH LINE "24TH" Sta 365+50Dwy TYPE "A-C"NOTES:
1. CONCRETE CURB RAMPS SHALL BE
PROMENADE BLEND COLOR.
PROTECT IN PLACE
PRIVATE LIGHT POLE
BUSINESS SIGN AND
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
401.54
401.81
401.88 401.92
401.97
402.08
402.18
1
52
12/31/19
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE24TH St
P
P
PP
P
P
PP
P
ASPH
24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5417-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga018.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6 7 8
CONSTRUCTION DETAILS
C-18
SCALE: 1" = 10'
R/W
R/W
R/W
R/W
No.#R
CURVE DATA
T L
24G1
24G2
24G3
24G4
10'15.77'10.06'
7.97'12.54'
14.98'23.54'
15.41'23.97'
15'
15'
24G4
24G3
24G2
24G1
27'36.93' Lt "24TH" +90.88 ECR
44.58' Lt "24TH" +90.83
MATCH Exist
(401.56) FL
Exist LIP
MATCH
26.87' Lt "24TH" +80.88 BCR
37.00' Lt "24TH" +45.90
34.98' Lt "24TH" +45.91 BCR
27.00' Lt "24TH" +53.91 ECR
41.92' Rt "24TH" +90.50 ECR
MATCH Exist
(401.66) FL
26.99' Rt "24TH" +75.45 BCR
MATCH Exist
(401.72) FL
41.92' Rt "24TH" +59.99 ECR
MATCH Exist
(401.74) FL
42.01' Rt "24TH" +44.60 BCR
MATCH Exist
(401.60) FL
Exist LIP
MATCH
Exist LIP
MATCH
Exist LIP
MATCH
8'
402.74402.11 402.27 402.35 402.42 402.49 402.54 402.59
402.67
401.69 FL 401.76 FL 401.88 FL401.83 FL 401.93 FL10'+50 +75
+75
+75
+00
+00
+25
+25
+50
+50
+75
+75
+00
+25
401.52 FL
401.44 FL
401.70 FL
401.63 FL
MATCH Exist
(402.04) FL
27.00' Lt +78
401.94 FL
41.00' Lt +78
27.13' Lt +03
27.83 Lt +08
MATCH Exist SW
(402.57)
41.12' Lt +03
401.99 FLW=15'• Sta +90.504'4'6'27.08' Rt +85.25
MATCH Exist
(402.57) FL
27.16' Rt +26.75
MATCH Exist
(402.61) FL
27.60' Rt +80.25
MATCH Exist SW
(402.57)402.59 FLW=29.50'• Sta +066'4'TYPE 4
CURB RAMP
TYPE 5
CURB RAMP
TYPE 5
CURB RAMP
MATCH Exist
(402.70) FL
MATCH Exist
(402.91) FL
Dwy TYPE "B-1"TYPE 8
CURB RAMPR/WR/WR/WR/WR/WR/WR/WR/W4'4'4'5'27.79' Rt "24TH" +66.47
MATCH Exist SW
(402.26)
44.66' Rt "24TH" +45.32
MATCH Exist SW
(402.22)
46.92' Rt "24TH" +89.81
MATCH Exist SW
(402.26)
27.74' Rt "24TH" +73.90
MATCH Exist SW
(402.26)
44.91' Lt "24TH" +43.90
MATCH Exist
(401.83)MATCH Exist SW
(402.20)
49.58' Lt "24TH" +90.00
Dwy TYPE "B-1" ModMATCH LINE "24TH" Sta 365+50SEE SHEET C-17SEE SHEET C-19MATCH LINE "24TH" Sta 368+356.60%25' ±MATCH Exist
(402.88)
MATCH Exist
(402.95)
MATCH Exist
(401.71) FL
END Ret CURB
Beg Ret CURB
END Ret CURB
Beg Ret CURB
Beg Ret CURB
NOTES:
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
26.85' Lt "24TH" +50.70
MATCH Exist
(401.28) FL
TCE
Ret CURBRet CURB4'41.25' Rt +30.58
41.25' Rt +83.34
Ret CURB
ELEVATIONS
INTERSECTION
SEE C-54 FOR
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
402.18 402.39 402.62
1 12/31/19
53
1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
AND GRADING INFO.
SEE C-18r FOR ELEVATIONS
2 10/01/21 AS-BUILTS
2
"24TH" LINE
G St24TH St
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
C-18
SCALE: 1" = 15'
r
53r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
P
P
P
P
P P
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4516-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga019.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3709
CONSTRUCTION DETAILS
C-19
SCALE: 1" = 10'
R/W
R/W
No.#R
CURVE DATA
T L
24H1
24H2
24H3
24H4
20'31.38'19.96'
8.07'12.64'
10.04'15.75'
5.24'8.09'
10'
24H4
24H3
27.16' Lt "24TH" +17.33 BCR
32.35' Rt "24TH" +91.67 BCR
8'
Exist LIP
MATCH
24H1
24H2
MATCH Exist
(402.38) FL
27.23' Rt "24TH" +96.78 ECR
MATCH Exist
(402.55) FL
36.98' Rt "24TH" +37.65 ECR
MATCH Exist
(402.30) FL
47.11' Lt "24TH" +37.34 ECR
MATCH Exist
(402.42) FL
27.11' Lt "24TH" +99.59 ECR
35.18' Lt "24TH" +91.59 BCR
38.07' Lt "24TH" +91.62
26.95' Rt "24TH" +12.72
40.88' Rt "24TH" +37.63
36.85' Rt "24TH" +91.74
27.25' Rt "24TH" +01.28
8'
R/W
402.86
402.76 402.87 402.87 402.88
403.20
403.00
TCE
TCE
+50 +75 +00 +25
+50
+25
+00
402.29 FL
402.26 FL
402.37 FL
402.31 FL
402.50 FL
402.43 FL
27.16' Lt +49
MATCH Exist SW
(402.56)
27.85' Lt +44
MATCH Exist
(402.06) FL
43.16' Lt +51.22
402.10 FLW=34'• Sta +716'4'43.17' Lt +93.86
27.17' Lt +93
26.98' Rt +47
5'4'6'26.94' Rt +87
41.94' Rt +87.28 8'6'4'27.14' Rt +35.50
34.76' Rt +30.50
MATCH Exist SW
(403.04)
45.13' Rt +42.22
MATCH Exist
(403.08)
Ret CURB Ret CURB
41.99' Rt +41.52
402.23 FL
W=28'
• Sta +67
TYPE 2
CURB RAMP
TYPE 1
CURB RAMP
7
~
7
~
CURB
Ret
CURB
Ret
~
7
TYPE 8 Mod
CURB RAMP
CURB RAMP TYPE 8 Mod
MATCH Exist SW
(402.82)
56.03' Rt "24TH" +36.75
51.09' Rt "24TH" +26.37 41.09' Rt "24TH" +89.18
MATCH Exist
(402.56)
43.60' Rt "24TH" +92.43
MATCH Exist SW
(402.73)
46.99' Lt "24TH" +91.70
50.65' Lt "24TH" +92.47
MATCH Exist SW
(402.90)
402.29 FL402.16 FL
402.14 FL
402.26 FL
5'
MATCH Exist
(403.17)
MATCH Exist SW
(403.07)
MATCH LINE SEE SHEET C-20
5'8'R/WR/WR/WR/WR/W402.35 FL
Dwy TYPE "B-1"Dwy TYPE "B-1"3.72%
39.99' Lt "24TH" +10.66
403.17
403.09MATCH LINE "24TH" Sta 368+35SEE SHEET C-18SEE SHEET C-21MATCH LINE "24TH" Sta 370+50MATCH Exist
(403.05)
MATCH Exist
(403.62)
26.94' Rt "24TH" +27.65 BCR 34.67' Rt "24TH" +06.52
403.16
34.68' Rt "24TH" +10.37
MATCH Exist SW
(403.14)
27.78' Rt "24TH" +06.42
MATCH Exist
(402.55) FL 35.14' Rt +35.50
403.02
MATCH Exist
(402.30) FL
BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
402.30 FL
4'8.5%
402.49 FL
+50
+25
402.20 FL
402.14 FL
ELEVATIONS
INTERSECTION
SEE C-55 FOR
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
403.06
402.87
+00
402.26 FL
1
54
12/31/19
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE
H St24TH St
ASPH
ASPH ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4616-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga020.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
MATCH LINE SEE SHEET C-19R/WR/WR/WR/WDwy TYPE "B-1"
403.60 FL
W=35'
• Sta +71
MATCH Exist
(405.17) FL
228.92' Lt "24TH" +36.56
5'
6'8'
CONSTRUCTION DETAILS
C-20
SCALE: 1" = 10'
5'
173.98' Lt "24TH" +36.61
181.97' Lt "24TH" +31.48
177.98' Lt "24TH" +27.47
404.83
404.83
404.07 FL
126.98' Lt "24TH" +37.15
403.13 FL
BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
PROTECT IN PLACE
POWER POLE
55
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21 H St
FPP P
ASPH
ASPH
ASPH
CONC
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>15:4616-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxga021.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
1 2
CONSTRUCTION DETAILS
C-21
SCALE: 1" = 10'
R/W
R/W
Exist LIP
MATCH
Exist LIP
MATCH27'R/W
R/W
402.86 402.73 402.55 402.49 402.57 402.60 402.54 402.47
401.79 FL
401.74 FL 401.69 FL 401.64 FL
402.39
TCE
+50 +75 +00 +25 +50 +75 +00
+75
+00 +25 +50
+25
+50
MATCH Exist
(402.10)
401.84 FL
MATCH Exist
(402.09)
401.64 FL Dwy TYPE "A"MATCH Exist
(402.20) FL
27.09' Rt +50.50
MATCH Exist
(402.09) FL
MATCH Exist
(402.71)402.35 FLW=35'• Sta +588'4'MATCH Exist
(402.63)
MATCH Exist
(402.64)402.07 FLW=17'• Sta +378'6'3'401.74 FLW=14'• Sta +38ANGLE Pt
ANGLE Pt
Dwy TYPE "B-2"Dwy TYPE "B-2"7
~R/WR/WR/WR/W13' SWSW6' SW6'TYPE 4
CURB RAMP
R=5'MATCH LINE "24TH" Sta 370+50SEE SHEET C-19SEE SHEET C-22MATCH LINE "24TH" Sta 372+5025' ±8' Pkwy
5' SW
MATCH Exist SW
(402.65)
+85.50
34.86' RT "24TH"
48.00' Lt "24TH" +47.87
27.00' Lt "24TH" +50
27.10' Lt "24TH" +25.99
+80.50
27.08' Rt "24TH"
45.09' Rt "24TH" +77.71
+27.56
43.93' Rt "24TH"
43.99' Rt "24TH" +47.96
41.00' Rt "24TH" +47.96
39.00' Rt "24TH" +51.42
27.03' Rt "24TH" +08.07
MATCH Exist
(402.00) FL
26.39' Rt +23.50
402.04
BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
7
~
+75 +00
401.95 FL 401.68 FL
48.00' Lt "24TH" +27.83
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
402.87 402.75 402.65 402.59 402.63 402.61
+50
402.14 FL
1
56
12/31/19
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE24TH St
ASPH
ASPH
CONC
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga022.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3 4 5
CONSTRUCTION DETAILS
C-22
SCALE: 1" = 10'
Exist LIP
MATCH27'R/W
R/W R/W
R/W
No.#R
CURVE DATA
T L
24I1
24I2
24I3
24I4
12.57'8.00'
7.98'12.55'
24.88'39.15'
24.90'39.17'
25'
25'
8'
24I2
24I1
24I3
+91.35 ECR
35.00' Lt "24TH"
MATCH Exist
(401.60) FL
+83.35 BCR
27.00' Lt "24TH"
34.99' Lt "24TH" +31.07 BCR
27.00' Lt "24TH" +39.07 ECR
51.85' Rt "24TH" +81.14 ECR
MATCH Exist
(401.55) FL
26.97' Rt "24TH" +56.14 BCR
52.07' Rt "24TH" +40.96 BCR
MATCH Exist
(401.60) FL
27.13' Rt "24TH" +65.94 ECR
MATCH Exist
(401.88) FL
52.63' Rt "24TH" +81.15
8'
402.39 402.35 402.33 402.42 402.44 402.53 402.47
402.45
402.44
401.55 FL
401.64 FL
401.76 FL
TCE
+75
+50
+75+50
+50
+50
+75
+75
+00 +25
+00 +25 +50
+50
+75
+00
+25
401.70 FL
401.59 FL
401.85 FL
401.56 FL
401.76 FL
402.47
26.97' Rt "24TH" +50
MATCH Exist
(401.79) FL
MATCH Exist
(402.20)
MATCH Exist
(402.54)
27.00' Lt +96
27.00' Lt +72
401.81 FL Dwy TYPE "A"27.13' Rt +76
401.86 FL
7'3'
(PROTECT IN PLACE)
BUSINESS SIGN
24I4
MATCH Exist
(402.75)401.87 FLW=16'• Sta +91MATCH Exist SW
(402.71)
MATCH Exist
(403.27)
MATCH Exist SW
(402.47)
MATCH Exist SW
(402.65)
MATCH Exist SW
(402.66)401.91 FLW=13'• Sta +86.67(PROTECT IN PLACE)
FH
27.10' Rt +06
TYPE 4
CURB RAMP
TYPE 5
CURB RAMP
TYPE 4
CURB RAMP 401.80 FLW=14'• Sta +84TYPE 8
CURB RAMP
Dwy TYPE "B-2"7
~R/WR/WR/WR/WR/WR/WR/WR/WSW7'R=5'
33' Lt "24TH" +51.77
42.45' Lt "24TH" +36.78
462.27
2'SW6' 6'402.86
402.82
MATCH Exist SW
(402.65)
MATCH Exist
(401.92) FL 7.5%Dwy TYPE "B-2" ModMATCH LINE "24TH" Sta 372+50SEE SHEET C-21SEE SHEET C-23MATCH LINE "24TH" Sta 375+256.20%25' ±27'4'45.50' Lt "24TH" +74.37
45.50' Lt "24TH" +94.68
+58.85
41.14' Rt "24TH"
+58.85
44.14' Rt "24TH"
50.57' Rt "24TH" +50.05
+11
33.82' Rt "24TH"
44.08' Rt "24TH" +11
+74.17
27.07' Rt "24TH"
+74.17
41.06' Rt 24TH
27.55' Rt "24TH" +04.17
41.18' Rt "24TH" +04.17
+25
40.50' Lt "24TH" +64
27.05' Rt "24TH" +99.17
+41.56
55.54' Rt "24TH"
BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
401.56 FL
MATCH Exist
(401.90) FLELEVATIONS
INTERSECTION
SEE C-56 FOR
401.67 FL
401.66 FL
401.70 FL 401.72 FL 401.81 FL 401.86 FL
401.79 FL
"B" CURB (H=8")
Beg CITY TYPE 7'40.49' Lt "24TH" +03
MATCH Exist
(402.61)
33.00' Lt "24TH" +56.48
402.42
402.50
401.84
49.32' Lt "24TH" +31.05
MATCH Exist
(401.71) FL
+91.35
49.27' Lt "24TH"7'7'57
37.50' Lt "24TH" +79.45
37.50' Lt "24TH" +83.38
401.83 402.00 401.93 401.87
(402.72)
REVISION DATE DESCRIPTION
1 01/30/20 REVISED TIE-INS
1
MATCH Exist
(402.81)
MATCH Exist
(402.78)
401.65 FL
+61.5
2
2 10/01/21 AS-BUILTS
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE
EYE St24TH St
ASPASPH
CONC ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga023.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6 7
3CONSTRUCTION DETAILS
C-23
SCALE: 1" = 10'
Exist LIP
MATCH
R/W
R/W
No.#R
CURVE DATA
T L
24J1
24J2
24J3
24J4
18.80'11.95'
12.09'18.94'
13.79'22.30'
13.81'22.32'
15'
15'
24J1
24J3
24J4
27.20' Lt "24TH" +32.21 ECR
27.06' Rt "24TH" +16.74 BCR
27.11' Rt "24TH" +31.82 ECR
MATCH Exist
(401.63) FL
27.11' Rt "24TH" +40.00
R/W
R/W
MATCH Exist
(401.50) FL
MATCH Exist
(401.73) FL
45.90' Rt "24TH" +31.73
39.31' Lt "24TH" +20.23 BCR
27.00' Lt "24TH" +16.75 BCR
MATCH Exist
(401.61) FL
38.95' Lt "24TH" +28.75 ECR
42.07' Rt "24TH" +16.82 BCR
12'
12'
401.76 FL
402.44 402.40 402.35 402.34
402.31
TCE
+25
+25
+50
+50
+75
+75
+00
+00
+50
401.60 FL
401.64 FL
27.65' Rt +54
MATCH Exist SW
(402.48)
42.99' Rt +54
MATCH Exist
(402.68)7'7'2'
27.04' Rt +05
401.68 FL
401.77 FLW=34'• Sta +8241.13' Rt +14.44
MATCH Exist
(402.58)
43.47' Rt +16.56
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
+99.27
43.04' Rt
7
~
TYPE 2
CURB RAMP
401.81 FL
39.56' Lt "24TH" +28.75
Dwy TYPE "B-2" ModR/WR/WR/WR/WMATCH Exist
(401.85) FL
27.00' Rt "24TH" +59.15
MATCH Exist SW
(402.44)
50.91' Lt "24TH" +28.02
24J2
MATCH Exist SW
(402.26)
44.31' Lt "24TH" +20.76
MATCH Exist SW
(402.60)
39.85' Lt "24TH" +40.00
MATCH Exist SW
(402.18)
47.07' Lt "24TH" +17.46
46.18' Lt "24TH" +15.13
MATCH Exist
(401.53)
40.81' Rt "24TH" +31.69 ECR
402.24 FL
MATCH Exist
(401.93)SEE SHEET C-24MATCH LINE "24TH" Sta 377+50MATCH LINE "24TH" Sta 375+25SEE SHEET C-2225' ±27'402.62
402.576.47%
BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
ELEVATIONS
INTERSECTION
SEE C-57 FOR7'401.73 FL
401.60 FL
END CITY TYPE "B" CURB (H=8")
401.67 FL 401.59 FL
MATCH Exist
(401.82) FLMATCH Exist
(402.61)
45.93' Rt "24TH"+39.40
"B" CURB (H=8")
CITY TYPE
41.00' Lt "24TH" +08.69
MATCH Exist
(401.63) FL
58
MATCH Exist
(402.54)
TO Exist
CONFORM
4.5'Var
1.5%BREAK
GRADE
"24TH" +81.50
38.50' Lt
REVISION DATE DESCRIPTION
1 01/30/20 REVISED TIE-INS
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE
CHESTER Ave24TH St
ASPH
ASPH
CONCASPHASPHASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga024.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
8 9
CONSTRUCTION DETAILS
C-24
SCALE: 1" = 10'
Exist LIP
MATCH
R/W
R/W R/W
R/W
Exist LIP
MATCH
402.31 402.40 402.50 402.62 402.72 402.82 402.96 403.11 403.25
403.37
TCE
TCE
+50 +75 +00 +25 +50 +75 +00 +25 +50
+75
27.66' Rt +40.50
MATCH Exist SW
(402.75)
48.25' Rt +54.29
MATCH Exist
(402.62)
27.57' Rt +83.50
26.97' Rt +75.50
MATCH Exist
(402.25) FL
27.04' Rt +48.48
MATCH Exist
(402.10) FL
48.25' Rt +70.50
MATCH Exist
(402.42)Dwy TYPE "A"34.49' Lt +37
MATCH Exist SW
(403.29)
27.19' Lt +42
MATCH Exist
(402.41) FL
27.23' Lt +71
MATCH Exist
(402.57) FL402.49 FLW=13'• Sta +56.506'±7'MATCH Exist SW
(403.11)
27.63' Rt +30
43.03' Rt +30
MATCH Exist
(403.37)
27.18' Rt +65
MATCH Exist SW
(403.32)
27.79' Rt +70
43.20' Rt +70
MATCH Exist
(403.56)402.57 FLW=16'• Sta +508'5'3'
27.14' Rt +11
MATCH Exist
(401.93) FL
27.15' Rt +75
MATCH Exist
(401.78) FL
27.75' Rt +70
MATCH Exist SW
(402.39)
42.65' Rt +75.85
MATCH Exist
(402.66)
MATCH Exist
(402.87)
42.64' Rt +16
27.74' Rt +16
MATCH Exist SW
(402.69)401.86 FLW=23'• Sta +938'5.5'2'
27.05' Rt +35
MATCH Exist
(402.49) FL
MATCH Exist
(402.64) FL
MATCH Exist SW
(402.95)402.18 FLW=17'• Sta +627
~
7
~
TCE
R=3'R=3'
27.28' Lt +54.26
MATCH Exist
(401.99) FL
27.14' Lt +73.75
MATCH Exist
(402.05) FLDwy TYPE "A" ModR/WR/WR/WR/WTYPE 5
CURB RAMP
TYPE 4
CURB RAMP
R=5'
32.17' Lt +44.25
MATCH Exist SW
(402.47)
34.68' Lt +83.75
MATCH Exist SW
(403.08)14%Dwy TYPE "B-2" ModMATCH LINE "24TH" Sta 377+50SEE SHEET C-23SEE SHEET C-25MATCH LINE "24TH" Sta 379+753.70%5.57%Dwy TYPE "B-2"Dwy TYPE "B-2"BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
MATCH Exist
(401.58) FL
27.14' Rt "24TH" +52 402.02 FLW=13.50'• Sta +6459
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT
2. IRRIGATION CROSSOVER SHALL BE 2". ALL IRRIGATION PIPING 3/4".
IRRIGATION SHALL RUN BETWEEN HOSE BIB AND TERMINATE IN
THE BLOCK OUT.
3. GRADE SHALL BE LEFT 4" LOW IN AREA OF "BLOCK OUT" TO FACILITATE
FUTURE CONSTRUCTION BY OTHERS.
2'
CONCRETE SIDEWALK
BLOCK OUT (2' WIDE)
1
1
IRRIGATION CROSSOVER
SEE NOTE 2
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE24TH St
P
P
P
ASPH
FP
CONC
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga025.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
C-25
SCALE: 1" = 10'
R/W
R/W R/W
R/W
No.#R
CURVE DATA
T L
24K1
24K2
24K3
15'24.13'15.58'
14.95'23.52'
15.09'23.66'15'
24K2
24K3
24K1
27.22' Rt "24TH" +95.16 BCR
27.22' Rt "24TH" +90.00
MATCH Exist
(402.63) FL
42.17' Rt "24TH" +10.16 ECR
47.57' Rt "24TH" +10.17
MATCH Exist
(402.89) FL
45.31' Lt "24TH" +64.44 BCR
R=12'
27.20' Lt "24TH" +87.15
MATCH Exist
(402.65) FL
15'
403.37
403.73
403.80
403.88
403.95
404.03
403.65
402.90 FL
403.02 FL
403.09 FL
403.26 FL
404.10
402.97 FL 403.03 FL 403.07 FL 403.05 FL403.07 FL
6'+75
+00
+00
+25
+50
+50
+75
+75
+00
+25
+50
+50
93.85' Lt "24TH" +10.17
MATCH Exist
(402.85) FL
402.76 FL
402.86 FL
402.93 FL
402.67 FL
402.85 FL
41.01' Rt +81.09
403.69 ANGLE Pt
46.13' Rt +84.81
403.78
67.87' Rt +90.79
MATCH Exist
(403.33)
70.97' Rt +08.88
MATCH Exist
(403.34)
403.75
49.66' Rt +28.73
36.95' Rt +93.81
403.06 FL
403.05 FL
Dwy TYPE "A"6' MATCH Exist
(403.98)
403.15 FL
403.22 FL Dwy TYPE "A"31.76' Lt +25.52
402.97 FL
34.29' Lt +76
MATCH Exist SW
(403.59)
40.55' Lt +76
MATCH Exist SW
(403.68)
TYPE 5
CURB RAMP
TYPE 3
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
"24TH" +80.35 ECR
30.30' Lt 403.19 FLW=20'• Sta +18403.06 FLW=15'• Sta +05.64+17.41
41.14' Rt
403.66 ANGLE Pt
+23.88
53.19' Rt
101.34' Lt "24TH" +04.66
MATCH Exist SW
(403.72)
94.02' Lt "24TH" +62.06
MATCH Exist
(403.03)
69.05' Lt "24TH" +10.27 BC
67.06' Lt "24TH" +12.27 EC
402.71 FL
402.73 FL
67.06' Lt "24TH" +25.16 BC
402.96 FL
403.12 FL
+37.17 EC
55.07' Lt"24TH"
R=3'
403.28 FL
403.26 FL
R=2'8.33%MAX~
7
5.5'
MAX
5.5'TCEMAX
2%
3'
402.79 FL
W=14'
• Sta +10.22
Dwy TYPE "B-2" Mod
(PROTECT IN PLACE)
FENCE AND GATE
CHAIN LINK R/WR/WR/WR/WR/WR/WR/WR/WR=5'
OH (E) POLE
PROTECT
LIGHT POLE
PROTECT
OH (E) POLE
PROTECT
R=5'
27.74' Rt +00 29.03' Rt +25 31.74' Rt +50 34.52' Rt +75 43.02' Rt +258'
403.68
"24TH" +85.13
37.96' Lt
"24TH" +71.85
51.23' Lt
(403.72)
403.595'403.60
33.34' Rt "24TH" +83.90
42.26' Rt "24TH" +75.34
LIGHT POLE
PROTECT
+99.44
27.61' Lt
402.67
TYPE 5
CURB RAMP
"24TH" +95.16
34.15' Rt
403.74
"24TH" +91.28
34.15' Rt
MATCH Exist SW
(403.71)
"24TH" +03.68
47.59' Rt
403.54
MATCH Exist SW
(403.47)
"24TH" +09.48
52.57' Rt
"24TH" +98.78
67.34' Lt
403.92 "24TH" +05.22
66.62' Lt
403.61
SEE SHEET C-26MATCH LINE "24TH" Sta 382+50MATCH LINE "24TH" Sta 379+75SEE SHEET C-2417%
17%
R/W
31.77' Lt "24TH" +37.18 ECR
28.77' Lt "24TH" +34.28 BCR
34.27' Lt +03.06 BCR
35.32 Lt +35.50 ECR
52.23' Lt +32.59
51.52' Lt +10.58
MATCH Exist
(403.64)
+30.16 BCR
41.35 Lt
403.13 FL
+08.08 ECR
38.41 Lt
403.15 FL
MATCH Exist
(402.86) FL
94.02' Lt "24TH" +64.15
MATCH Exist
(403.05) FL
56.11' Rt "24TH" +62.57
BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
42.46' Rt "24TH" +62.43 BCR
403.04 FL 8'ELEVATIONS
INTERSECTION
SEE C-58 FOR
60
380 1
2
1
402.84
(402.89)
403.50
403.50
402.91
404.10 404.20
404.40
404.45
404.48
404.50
404.55
403.15
403.71
403.61
402.97
402.95
403.64
403.54
403.01REVISION DATE DESCRIPTION
4/11/19 REVISED WB LAYOUT
1
1
SHEET C-25r
SEE REVISED
1
27.31' Rt "24TH" +79.17 ECR
2 10/01/21 AS-BUILT
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
SEE C-25r2 SHEET
PLACE 4" SIDEWALK
2
"24TH" LINE
K St24TH St
P
P
P
ASPH
FP
CONC
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
380 1
2
CONSTRUCTION DETAILS
SCALE: 1" = 10'
24K1 15'24.13'15.58'
MATCH Exist
(403.98)R/WR/WOH (E) POLE
PROTECT SEE SHEET C-26MATCH LINE "24TH" Sta 382+50MATCH LINE "24TH" Sta 379+75SEE SHEET C-2452.23' Lt +32.59
51.52' Lt +10.58
MATCH Exist
(403.64)
BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
ELEVATIONS
INTERSECTION
SEE C-58 FOR
R/W
R/W
R/W
R/WR/W
R/W R/WR/WNo.#R
CURVE DATA
T L
95°07'55''16.41'24.91'
70.99' Lt "24TH" +64.28
402.76 FL
402.80 FL BCR
TYPE I
CURB RAMP
ECR
402.88 FL
+00
402.93 FL
+25
403.01 FL
+50
403.08 FL
+75
403.15 FL
+00
403.22 FL
403.46 FL BCR
ECR
403.32 FL
BCR
403.23 FL
403.33 FL ECR
+50
403.37 FL Dwy TYPE "A"+00
404.10
+25
+50
404.20
404.40
+75
404.45
+00
404.48
+25
404.50
+50
404.55
8'403.27 FLW=20'• Sta +20.37r
REVISION DATE DESCRIPTION
REVISED WB LAYOUT 4/11/190
24KI
27.78' Lt"24TH"+81.35
40.33' Lt"24TH"+36.79
46.36' Lt"24TH"+31.27
39.93' Lt"24TH"+03.98
42.05' Lt"24TH"+08.76
56.05' Lt "24TH"+64.43
42.59' Lt "24TH"+64.57
8'MATCH Exist
(403.03) FL
REVISED SHEET
10/01/211 AS-BUILT
MATCH EXISTING
MATCH EXISTING
1,435 SF
1
C-25 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
60r1
EXISTING ECR/BCR
CURB RAMP RADIUS TO MATCH
24TH St
"24TH" LINE
K St
FP
CONC
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3809 10.23%25'
(5.5%)
FS
403.37 FS
403.650.23%1.90%
0.26%(0.22%)18.65'
FS
403.61
FL
402.86
0.46%0.28%1.11%
0.21%
FS
403.73
FS
403.802.05%1.98%2.30%0.27%
FL
402.71
6'
6'4.63'
FL
402.70
FL
402.69
FL
402.67
2.50%0.21%0.21%FS
403.412.30%FS
403.25
FS
403.11
PER PLAN
0.56%2.0%27.65'1.0%1.25%23.89'26.46'14.93'1.0%3.0%
2.93%1.0%402.84FL
402.88LIP
402.80FL
402.84LIP
FS
403.34
FS
403.38
10%
(404.43)
403.68FS
2%
FS
403.446.2%
10'
TCE
FS
403.48~8%NO TOPO
~8%10'1.1%1.10%
FS
402.72
FS
402.71
FS
402.70
FS
402.68
7.5%403.24BW
1%403.18FS
FS
403.08
2%BW
403.26
FS
403.43
1%2%6.5%FS
403.66
FS
403.49
(404.32)
8" RET
403.99FS
6" RET
END RET
403.55FS
FS
403.47
(404.18)
8" RET FS
403.38
FS
403.51
(404.04)
8" RET
FS
403.32
FS
403.37
FS
403.26
FS
403.31
FS
403.172%(0.8%)0.49%
402.53FL
403.03TC
402.43FL
402.93TC
FS
403.06
BW
403.18
2%FS
403.11
FS
403.18
FS
403.23
FS
403.305.74'9%402.44FL
402.48LIP
(403.64)(403.69)8%6%(404.21)
8" RET
(404.23)
403.72FS
BEG 6" RET
TCE TCE2%
5'5'6'E6258238.50
N2326545.85
(402.41)FL
(403.12)TC
W=13', X=3', Y=7'
E6258253.00
N2326545.64
402.47FL
402.51LIP
3'3'
402.51FL
402.55LIP7'E6258222.69
N2326559.08
(403.46)
END RET
E6258232.69
N2326559.43
(403.50)
3" RET
E6258241.69
N2326558.80
(403.55)
4" RET
6'E6258264.68
N2326558.47
(403.65)FS
BEG 4" RET
E6258293.84
N2326558.05
(403.81)
403.24BW
7" RET CURB
0.6'6'7'2.5'
E6258296.63
N2326612.05
403.19BW
FS
403.07
E6258295.84
N2326558.02
SWK ANGLE PT
E6258293.46
N2326566.39
(403.90)
7" RET5'5'5'8.34'6'
5'
E6258306.87
N2326559.86
ECR 402.73 FL
0.6'FS
402.23
E6258307.61
N2326610.20
(402.85) FL
(403.45)TC
JOIN EX.5'6'2.5'
FS
403.47
W=16', X=3', Y=5'
E6258307.45
N2326599.21
402.82FL
402.86LIP
E6258334.60
N2326609.89
(403.95)FS
JOIN EX
5'E6258283.33
N2326591.55
(404.25)FS
E6258294.23
N2326618.87
(404.12)
END 4" RET
6.5'E6258302.73
N2326618.75
(403.72)FS
JOIN EX. SWK
(1.5%)
E6258333.24
N2326516.97
403.50FS
25'
25'K ST24TH ST
E6258334.25
N2326586.01
403.70FS
E6258361.27
N2326559.16
402.728FL
BCR5.2'6'6'4'E6258302.32
N2326549.32
402.70FS
8'4'
E6258366.24
N2326547.94
402.69FL
FS
403.29
FS
403.30
8.5
%8%
7.5%
(403.70)
403.37BW
(403.83)
403.38BW
2%
E6258361.39
N2326587.56
402.788FL
2%
BW
(403.65)E6258361.60
N2326609.59
(402.85)FL
(403.34)TC
END C&G
8'
(403.72)
403.44BW
E6258369.28
N2326561.57
(403.76)
403.38BW
E6258379.53
N2326552.35
(403.60)
403.34BW
2%(403.67)FS
403.52BW
2%8'
E6258395.49
N2326545.89
402.86FL
E6258419.40
N2326548.89
402.97FL
E6258377.55
N2326544.15
ECR 402.66FL
403.37FS
(403.71)FS
403.63BW
2%E6258291.65
N2326545.08
BCR 402.67FL
E6258291.04
N2326545.09
SWK
E6258333.65
N2326544.62
403.22FS
E6258210.82
N2326553.25
(403.34)FS
FS
(403.39)
E6258443.13
N2326552.62
PER PLAN
403.02FL
BW
(403.81)
CONSTRUCTION DETAILS
SCALE: 1" = 20'
rC-25 2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
60r2
PP
P
PPP CONCCONC ASPHASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4817-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga026.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
C-26
SCALE: 1" = 10'
R/W
R/W
24L3
24L4
53.49' Lt "24TH" +26.94 BCR
39.50' Lt "24TH" +38.07 ECR
R/W
24L2
24L1
53.45' Lt "24TH" +75.04
MATCH Exist
(403.43) FL
48.71' Lt "24TH" +74.00 ECR
39.35' Lt "24TH" +63.38 BCR
27.00' Rt "24TH" +38.10 BCR
42.11' Rt "24TH" +50.30 ECR
27.00' Rt "24TH" +30.63 ECR
43.47' Rt "24TH" +09.79 BCR
No.#R
CURVE DATA
T L
24L1
24L2
24L3
24L4
12'15.52'9.06'
14.09'20.77'
15.77'22.09'
16.95'28.12'
12'
20'
12'
404.10
404.18
404.25
404.33
404.40
404.55
403.26 FL
403.32 FL
403.38 FL
403.48 FL 404.64
403.97 FL
403.51 FL
403.58 FL
403.66 FL
403.88 FL
R/W
+50
+50
+75
+75
+75
+00
+00
+00
+25
+25
+50
+50
+75
+50
+75
+50
403.45 FL
403.52 FL
403.46 FL
403.58 FL
403.70 FL
403.81 FL
MATCH Exist
(404.52) FL
MATCH Exist
(403.30) FL
39.50' Lt +44.50
403.62 FL5'5'4'403.68 FLW=24'• Sta +60.7239.50' Lt +76.94
403.73 FL
38.98' Lt +37.73
403.46 FL8.5%6'Var37.41' Lt +00.59
403.38 FL
57.72' Rt +83.02
MATCH Exist
(403.47) FL
MATCH Exist
(403.90)
47.17' Rt +44.49
403.01 FL
MATCH Exist
(403.73)5'4'6'403.24 FLW=34.50'• Sta +64.77TYPE 1
CURB RAMP
TYPE 3
CURB RAMP
TYPE 2
CURB RAMP
TYPE 1
CURB RAMPDwy TYPE
"B-
2
" Mo
d
Dwy TYPE "B-1"7
~
7
~R/WR/WR/WR/W6' SW
45.23' Rt "24TH" +15.90
404.04
49.12' Rt "24TH" +09.18
53.85' Rt "24TH" +05.72
49.50' Lt "24TH" +41.58
404.29
53.12' Lt "24TH" +38.67
404.20
62.86' Lt "24TH" +40.18
79.78' Lt "24TH" +82.22
R=2'30.56' Rt "24TH" +66.90
27' Rt "24TH" +68.10
403.49 FL
54.84' Lt "24TH" +68.00
(404.25) MATCH Exist SW
10%44.42' Rt "24TH" +48.91
MATCH Exist SW
(405.02)
57.90' Rt "24TH" +38.77
(404.78)
27.00' Rt "24TH" +36.80
403.69 FL SEE SHEET C-27MATCH LINE "24TH" Sta 384+80Dwy TYPE "B-2"3.21%MATCH LINE "24TH" Sta 382+50SEE SHEET C-2527'
44.61' Rt "24TH" +29.06
MATCH Exist CURB
(404.00) FL
4
0
3.
4
2 FLW=2
8'
• St
a +1
6.
6
0
49.46' Lt "24TH" +60.51
404.22
49.44' Lt "24TH" +56.56
404.22
404.18
MATCH Exist
(403.48) FL
69.38' Lt "24TH" +28.80
MATCH Exist SW
(404.15)
BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
71.48' Rt +79.47
61.14' Rt +41.48
~
CONCRETE IN KIND
REPLACE STAMPED
MATCH Exist
(403.58)
MATCH Exist SW
(403.90)
MATCH Exist
(403.44)
ELEVATIONS
INTERSECTION
SEE C-59 FOR
61
3
4
SHEET C-26r
SEE REVISED
REVISION DATE DESCRIPTION
REVISED WB LAYOUT 06/03/191
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
L St"24TH" LINE
24TH St
PP
P
PPP
CONC
CONCCONC ASPHASPH CONC24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3
4
CONSTRUCTION DETAILS
C-26
SCALE: 1" = 10'SEE SHEET C-27MATCH LINE "24TH" Sta 384+80MATCH LINE "24TH" Sta 382+50SEE SHEET C-25BE PROMENADE BLEND COLOR.
1. CONCRETE CURB RAMPS SHALL
NOTES:
R/W
R/W
R/WR/WR/WR/WR/W+50
403.37 FL
+75
403.42 FL
+00
403.47 FL
+25
403.52 FL
+50
403.58 FLVAR5'
24L1
BCR
403.59 FL
ECR
403.47 FL
MATCH EXIST
(403.47) FL
24L2
TYPE 1
CURB RAMP
7
VAR5'5'
4'403.51 FLW=28'
•
St
a +19.54VAR11%5.5'r
REVISED SHEET
TYPE 3
CURB RAMP
31.99' Rt "24TH+12.10
403.34 FL
40.32' Rt "24TH"+10.42
MATCH EXIST
(403.31) FLDwy TYPE "B-2"Dwy TYPE "B-2"403.65 FLW=24'• St
a +61.49No.#R
CURVE DATA
T L
24L1
24L2
24L3
12'
12'
12'
74°15'08"
98°47'34"
105°24'38"
9.08'
14.00'
15.76'
15.55'
20.69'
22.08'
59.29' Lt "24TH"+76.32
TCE R/W
+75
403.75 FL+50
403.53 FL
24L4
ECR
403.40 FL
19.67' Rt "24TH"+27.65
+75
403.77 FL
+50
403.53 FL
EXIST
MATCH
10%
ECR
403.44 FL
79.78' Lt "24TH"+82.22
MATCH EXIST
(403.58)
61.05' Lt "24TH"+69.41
MATCH EXIST
(404.26)
MATCH EXIST
(404.31)
Exist
MATCH
MATCH EXIST
(403.48) FL
55.82' Lt "24TH"+27.33
ECR
403.40 FL
41.09' Lt "24TH"+63.71
50.25' Lt "24TH"+74.34
69.38' Lt "24TH"+29.51
62.59' Lt "24TH"+63.60
61r
404.55
404.61
404.64
404.69
+50
+75
+00
+25
"24TH" +57.05
21.77' Rt
"24TH" +56.69
25.73' Rt
404.08 FL
"24TH" +75
21.38' Rt
404.15 FL
"24TH" +00
21.52' Rt 404.20 FL
"24TH" +25
22.20' Rt
"24TH" +39.45
22.31' Rt
BCR
404.36 FL
"24TH" +51.58
37.40' Rt
BCR
404.54 FL
"24TH" +50.30
42.11' Rt
MATCH Exist
(404.52) FL "24TH" +59.99
26.70' Rt
MATCH Exist
(404.30) FL
"24TH" +36.71
27.31' Rt
MATCH Exist
(405.03)
5'
TYPE 1
CURB RAMP
24L3
24L4 15'80°38'44"15.00'21.11'
CONCRETE IN KIND
REPLACE STAMPED
06/03/19 REVISED WB LAYOUT R=2'
BC
MATCH Exist
(404.26) FL
EC
404.00 FL
5.89'
5' ModTYPE 2
CURB RAMP 41.84' Lt "24TH"+38.30
12/31/191
1
ELEVATIONS
INTERSECTION
SEE C-59r FOR
REVISION DATE DESCRIPTION
0
REVISED ELEVATIONS
+50
404.36 FL
+75
404.58 FL
2
07/10/202 ADDED ELEVATIONS
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
L St"24TH" LINE
PPPP
ASPH
ASPH
FP
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga027.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
C-27
SCALE: 1" = 10'
R/W R/W
404.73
404.81 404.90 404.99 405.08
405.16
404.16 FL 404.21 FL
404.06 FL
404.14 FL 404.23 FL 404.32 FL 404.41 FL
404.49 FL
404.58 FL
405.25
403.81 FL
TCE TCE
TCE
R/WR/W
+00
+00
+00
+25
+25
+50
+50
+75
+00
+75
+00
+00
+50
+25
+25
+50
404.08 FL
403.98 FL Dwy TYPE "A"41.79' Lt +35.93
404.23 FL 10%5'10'403.88 FLW=24'• Sta +19.29403.82 FL
403.93 FL 10%5'5'MATCH Exist
(406.52)
TCE 404.03 FLW = 19'• Sta +65.1927'7
~Dwy TYPE "B-2" ModR=5'R/WR/W405.32
40.98 Lt +25 5'MATCH LINE "24TH" Sta 384+80SEE SHEET C-26SEE SHEET C-28MATCH LINE "24TH" Sta 386+507
~
+79.12 ECR
39.51' Lt
404.22 FL
404.11 FL
49.50' "24TH" Lt +20.39
+56.03 ECR
44.49' Lt "24TH"
39.50' Lt "24TH" +03.07
39.50' Lt "24TH" +35.50
39.50' Lt "24TH" +51.28 BCR
+42.39
62.25' Lt "24TH"
44.49' Lt "24TH" +74.36 BCR
51.39' Lt "24TH" +33.90
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
MATCH Exist SW
(404.56 )10'10'62
5 6
SHEET C-27r
SEE REVISED
REVISION DATE DESCRIPTION
REVISED WB LAYOUT 4/11/191
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE
24TH St
PPPP
ASPH
ASPH
FP
CONC
24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
5 6
CONSTRUCTION DETAILS
C-27
SCALE: 1" = 10'MATCH LINE "24TH" Sta 384+80SEE SHEET C-26SEE SHEET C-28MATCH LINE "24TH" Sta 386+501. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
62
R/W R/WR/WR/W7
"24TH"+42.39
62.25' Lt
51.39' Lt "24TH"33.90
405.17
"24TH"+56.03
52.30' Lt
MATCH Exist
(404.60)
404.34 FL
+25
404.09 FL+00
403.95 FL
+00
404.82
+25
404.93
39.63' Lt "24TH"+51.21
BCR
404.22 FL
+50
405.03
+75
405.12
+00
405.17
+25
405.23
39.66' Lt "24TH"+79.19
ECR
404.38 FL
404.42 FL
+00
R/W R/W
404.99
+02.40
33.38' Rt "24TH"+02.84
MATCH Exist
(405.02)
33.63' Rt "24TH"+96.73
MATCH Exist
(404.92)
+50
404.62 FL
+50
404.62 FL
+25
404.47 FLDwy TYPE "B-2"REVISED SHEET
rW=24'• Sta +19.32REVISION DATE DESCRIPTION
REVISED WB LAYOUT 06/03/190
+96.33
404.975.5'+50
405.39+25
404.47 FL
+00
404.42 FL
+75
404.37 FL
+50
404.21 FL
+25
404.09 FL+00
403.95 FL
7%
52.32' Lt "24TH"+74.34
MATCH Exist
(404.68)
44.64' Lt "24TH"+74.36
10'"24TH"+56.03
44.62' Lt
MATCH Exist
(406.52)
404.56 FL
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINE
A
SPH
ASPHASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga028.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
C-28
SCALE: 1" = 10'
R/W
No.#R
CURVE DATA
T L
24M1
24M2
24M3
24M4
25'39.02'24.75'
11.33'19.41'
12.79'21.18'
6.67'9.28'
15'
15'
24M1
46.34' Lt "24TH" +79.25 BCR
MATCH Exist
(404.31) FL
42.17' Lt "W178" +95.65 ECR
27.00' Rt "24TH" +03.96 BCR
39.48' Rt "24TH" +19.52 ECR
48.48' Rt "24TH" +21.24
MATCH Exist
(404.07) FL
MATCH Exist
(404.31) FL
40.19' Rt "W178" +05.77 BCR
33.88' Rt "W178" +10.93 ECR
53.44' Lt "W178" +82.30 BCR
24M2
24M3
24M4
5'
405.34
404.67 FL
405.25
404.58 FL
TCE
R/W
+50
+75
+50
+75
404.77 FL
404.28 FL
404.33 FL
404.11 FL
404.45 FL
404.52 FL
45.87' Lt +75.61
404.30 FL404.27 FLW=32'• Sta +55.8210'5'+72.42
65.94' Lt
TYPE 1
CURB RAMP
TYPE 3
CURB RAMP
TYPE 4
CURB RAMPDwy TYPE "B-2" Mod7
~
57.87' Rt "W178" +10.85
"W178" +18.10
33.97' Rt
13'
404.58 FL
R/
W
R
/W
R/WR/WR/WR/WTYPE 8 Mod
CURB RAMP
6
' SW
27.00' Rt "24TH" +99.67
404.75 FL
32.50' Rt "24TH" +99.64
405.44
69.77' Rt "24TH" +29.10
MATCH Exist
(404.34)
66.99' Lt "24TH" +88.43
405.39
57.18' Lt "24TH" +81.38
405.17
56.03' Lt "24TH" +73.62
405.21
96.73' Lt "W178" +71.67
MATCH Exist
(404.73)5'64.26' Lt "W178" +86.59
MATCH Exist SW
(405.16) MATCH LINE "24TH" Sta 386+50SEE SHEET C-27SEE SHEET C-462.72%
RELINQUISHMENT
LIMIT OF
41.85' Lt "W178" +23.57
MATCH Exist
(404.06) FL
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
TCE
87.21' Lt "24TH" +97.38
MATCH Exist
(404.64) FL
MATCH Exist
(404.57) FL
74.29' Lt "24TH" +99.14 ECR
MATCH Exist
(405.31)
ELEVATIONS
INTERSECTION
SEE C-60 FOR
63
67
SHEET C-28r
SEE REVISED
REVISION DATE DESCRIPTION
REVISED WB LAYOUT 4/11/191
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH
" L
INE
M St"W
178"
L
IN
E
24TH St
A
SPH
ASPHASPH
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
67
CONSTRUCTION DETAILS
C-28
SCALE: 1" = 10'MATCH LINE "24TH" Sta 386+50SEE SHEET C-27SEE SHEET C-461. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
63
R/WR/W
TCE
R
/WR/WR/WR/WRELINQUISHMENT
LIMIT OF
7W=32'• Sta +57.46No.#R
CURVE DATA
T L
24M1
24M2
24M3
25'
15'
15'
96°15'48"
74°43'04"
80°12'07"
27.89'
11.45'
12.63'
42.00'
19.56'
21.00'
24M4 106°11'49"6.66'9.27'5'
REVISED SHEET
r
REVISION DATE DESCRIPTION
REVISED WB LAYOUT 06/26/19
R
/W
MATCH Exist
(404.34)
MATCH Exist
(404.30) FL
13'
MATCH Exist
(404.25)FL
24M4
TYPE 1
CURB RAMP
404.42 FL
"24TH"+18.10
33.09' Rt
0
24M3
TYPE 3
CURB RAMP
+50
404.62 FL +75
404.67 FL
404.39 FL
+50
405.44
+75
405.46
+00
+50
404.62 FL
404.67 FL
+75
BCR
404.68 FL
53.59' Lt"W178"+82.25
42.17 Lt"W178"+95.64
CURB RAMP TYPE 8 Mod
24M2
6'5'
58.37' Lt "W178"+81.20
MATCH Exist
(404.37) FL
MATCH Exist
(404.73)
96.73' "W178"+71.67
87.21' Lt "24TH" +97.38
MATCH Exist
(404.64) FL
404.52 FL
ECR
404.55 FL
24M1
TYPE 1
CURB RAMP
79.49' Lt "24TH"+98.43
Dwy TYPE "B-2""24TH"+72.42
65.94' Lt
Exist
MATCH
(405.31)10'6%
6%
MATCH Exist
(404.06) FL
R/W TCE5.5'Var41.85' Lt"W178"+23.57
70.70' Lt "24TH"+99.64
5'26' Rt "W178"+08.70
32.29' Rt"W178"+03.58
46.55' Rt "24TH"+20.81
20.75' Rt "24TH" +02.66
404.52 FL
404.45 FL
404.75 FL
57.87' Rt "W178"+10.85
69.77' Rt "24TH" +29.10
66.33' Lt "24TH"+88.53
42.30' Lt "24TH" +77.24
57.26' Lt "24TH" +81.94
405.27
405.25
55.97' Lt "24TH" +97.53
L404.60 FL
CURB RAMP C
1 12/31/19 REVISED ELEVATIONS
1
ELEVATIONS
INTERSECTION
SEE C-60r FOR
1
BCR
404.32 FL
ECR
404.10 FL
404.00 FL
"W178"+04.05
41.98' Lt
1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH
" L
INE
"W
178"
L
IN
E
M St
P
PP
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga029.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2
3 4
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-29
No.#R
CURVE DATA
T L
23D1
23D2
23D3
23D4
R/W R/W
R/W
23D1
23D2
23D3
23D4
+73.89 BCR
38.65' Lt "23RD"
+85.88 ECR
26.98' Lt "23RD"
+07.20 BCR
27.87' Lt "23RD"
+19.33 ECR
39.83' Lt "23RD"
+99.60 BCR
30.00' Rt "23RD"
+19.64 ECR
50.17' Rt "23RD"
+83.68 ECR
27.24' Rt "23RD"
+73.68 BCR
37.22' Rt "23RD"
Exist LIP
MATCH
Exist LIP
MATCH30'28'MATCH Exist
(399.07) FL
+73.67
43.81' Rt "23RD"
MATCH Exist
(399.13) FL
MATCH Exist
(399.15) FL
+19.38
52.96' Lt "23RD"
MATCH Exist
(399.17) FL
+86.50
27.24' Rt "23RD"
12'18.94'
12'
20'
10'
18.53'
31.63'
15.69'9.98'
20.21'
12.09'
11.68'R/WR/WR/WR/W399.68
399.69
+25
+00
399.07 FL
398.97 FL
399.08 FL
398.94 FL
399.16 FL
399.10 FL
TYPE 3
CURB RAMP
TYPE 8
CURB RAMP
TYPE 8
CURB RAMP
TYPE 8
CURB RAMP
+86.46
33.87' Lt "23RD"
MATCH Exist SW
(399.87)
+71.87
52.77' Lt "23RD"
MATCH Exist
(399.37)
+74.37
53.31' Lt "23RD"
MATCH Exist SW
(399.76)
+87.15
32.47' Lt "23RD"
399.71
+94.50
34.25' Rt "23RD"
399.80
+99.50
34.26' Rt "23RD"
MATCH Exist SW
(399.80)
+86.50
48.07' Rt "23RD"
399.88
+74.25
50.80' Rt "23RD"
MATCH Exist
(399.64)
+73.65
50.28' Rt "23RD"
MATCH Exist
(399.09)
+78.21
50.87' Rt "23RD"
MATCH Exist
(399.77)
MATCH Exist
(399.78)
+98.55
34.50' Rt "23RD"
400.00
+12.83
47.95' Rt "23RD"
399.85
+12.31
52.95' Rt "23RD"
MATCH Exist SW
(399.83)
MATCH Exist SW
(399.77)
+35.00
30.78' Lt "23RD"
+00.00
28.00' Lt "23RD"
399.38
+11.56
28.00' Lt "23RD"
399.34
TCE
R
/W
SEE SHEET C-30MATCH LINE "23RD" Sta 354+25MATCH Exist
(399.07) FL
+73.71
48.31' Lt "23RD"
MATCH Exist SW
(399.91)
+86.32
40.08' Lt "23RD"
+09.47
27.08' Lt "23RD"
MATCH Exist
(399.12) FL
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
53.10' Rt "23RD" +78.22
398.84 FL
ELEVATIONS
INTERSECTION
SEE C-61 FOR
64
REVISION DATE DESCRIPTION
1 3/18/19
399.87
399.91
REVISED CL ELEVATIONS
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
D St"23RD" LINE23RD St
ASPH
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga030.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
355 6
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-30
R/W
R/W R/W
R/W
Exist LIP
MATCH
Exist LIP
MATCH
399.65 399.64399.68 399.67 399.66 399.63 399.65 399.66
399.68
+25 +50 +75 +00 +25 +50 +75 +00
+25
+25
+00
+75
+50
40.74' Lt +27.50
MATCH Exist
(399.47)
35.31' Lt +40.56
399.83 ANGLE Pt
27.02' Lt +42.55
MATCH Exist
(399.17) FL
399.19 FL
40.62' Lt +08.50
MATCH Exist
(399.57) Dwy TYPE "A"399.24 FL
MATCH Exist
(399.27)
399.03 FL
MATCH Exist
(399.05) FL
27.25' Rt +02.91
34.47' Rt +99.92
MATCH Exist SW
(399.62)Dwy TYPE "A"399.22 FLW=19'• Sta +18398.99 FLW=15'• Sta +20.42Exist LIP
MATCH
TYPE 4
CURB RAMP
R=5'R/WR/WR/WR/WR=5'
R=5'
TYPE 4
CURB RAMP
45.50' Rt +12.66
45.50' Rt +30.38
40.50' Rt +29.15
399.25
MATCH Exist
(399.44)
40.50' Rt +12.92
399.39
27.05' Lt +92.50
MATCH Exist
(399.25) FL
MATCH LINE "23RD" Sta 354+25SEE SHEET C-29SEE SHEET C-31MATCH LINE "23RD" Sta 356+2527'±25'±25'±27.03' Lt +32.50 ECR27.04' Lt +03.50 BCR
R=5'+08.50 ECR
31.36' Rt
+27.50 BCR
32.03' Rt
399.33 FL
399.40 FL
399.22 FL
399.26 FL
+07.91 BCR
27.24' Rt
+27.98 BCR
32.94' Rt
+32.91 ECR
27.18' Rt
33.15' Rt "23RD" +46.07
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
TYPE 6
CURB RAMP
399.48
399.00 FL
398.89 FL
398.97 FL
399.03 FL
398.95 FL
32.24' Rt +12.92 ECR
65
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
399.87 399.84 399.82 399.81 399.82 399.83 399.86 399.88
399.81
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE23RD St
P
P
P
ASPH
ASPH
ASPHE STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga031.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7 8 9
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-31
No.#R
CURVE DATA
T L
23E1
23E2
23E3
23E4
R/W
R/W R/W
R/W
399.66
Exist LIP
MATCH
23E1
MATCH Exist
(398.85) FL
+65.83
50.56' Lt "23RD"
+20.29
44.15' Lt "23RD"
MATCH Exist
(398.52) FL
23E2
+32.30 ECR
27.15' Lt "23RD"
23E3
+66.28 ECR
47.09' Rt "23RD"
+36.62 ECR
27.01' Rt "23RD"
+20.48 BCR
42.98' Rt "23RD"
23E4
+46.28 BCR
27.02' Rt "23RD"R/WR/WR/WR/W15'
12'
20'
16'
15.31'
11.98'
20.07'
16.12'
23.87'
18.83'
31.48'
25.25'
399.68
399.42 399.52 399.56 399.58 399.60
399.71
27'±+25
+25
+50
+50
+75
+75
+00
+00
+25
+25
+50 +75
+00
399.12 FL
398.35 FL
399.07 FL
399.03 FL
MATCH Exist
(399.31)
MATCH Exist
(399.57)
MATCH Exist
(399.16) FL
MATCH Exist
(399.80)Dwy TYPE "A"6" CURB
398.93 FL
399.13 FL
398.91 FL
TYPE 3
CURB RAMP
TYPE 3
CURB RAMP
TYPE 1
CURB RAMP
MATCH Exist
(399.05) FL
TYPE 7
CURB RAMP
R=5'
TYPE 6
CURB RAMPR/WR/WR/WR/WMATCH Exist
(400.69)
+53.55
27.09' Lt "23RD"
MATCH Exist SW
(399.56)
+42.85
37.18' Lt "23RD"
+30.35
37.19' Lt "23RD"
399.30
+20.30 BCR
39.13' Lt "23RD"
398.48 FL
+30.30
44.69' Lt "23RD"
399.62
+20.93
49.69' Lt "23RD"
MATCH Exist SW
(399.34)
+44.91
33.31' Lt "23RD"
+49.90
33.06' Lt "23RD"
+59.84
47.93' Lt "23RD"
+65.88 ECR
42.14' Lt "23RD"
398.89 FL
+68.87
44.06' Lt "23RD"
MATCH Exist
(399.06)
+68.83
50.57' Lt "23RD"
MATCH Exist
(399.08)
+65.09
52.97' Lt "23RD"
MATCH Exist SW
(399.43)
+66.23
62.18' Rt "23RD"
MATCH Exist SW
(398.90)
+51.77
27.79' Rt "23RD"
399.11 FL SEE SHEET C-32MATCH LINE "23RD" Sta 359+00MATCH LINE "23RD" Sta 356+25SEE SHEET C-30TYPE 6 Mod
CURB RAMP25'±399.26 FL
399.33 FL
399.07 FL
399.10 FL
+51.51 BCR
27.24' Rt
+26.61
27.18' Lt "23RD"
MATCH Exist
(398.93) FL
(399.43) TC
57.13' Rt "23RD" +20.46
MATCH Exist
(398.91) FL
41.25' Lt "23RD" +43
41.25' Lt "23RD" +56
+97.00 BCR
37.19' "23RD" Lt
+46.01 BCR
27.02' Lt "23RD"
+80.50 ECR
27.22' Rt "23RD"
+88.50
27.22' Rt "23RD"
27.96' Rt "23RD" +93.50
+75.50 BCR
32.22' Rt "23RD"
38.25' Rt "23RD" +75.50
27.02' Lt "23RD" +38.99
+56.50
38.25' Rt "23RD"
+56.50 ECR
32.23' Rt "23RD"
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
+50.66 BCR
27.05' Lt "23RD"
398.78 FL
399.06 FLW=19'• Sta +66Dwy TYPE "A"399.15 FLW=41'• Sta +76.5437.02' Lt "23RD" +56 ECR
R=10'
+50
399.08 FL 399.15 FL
399.21 FL
+75
+00
398.90 FL
399.01 FL
END CITY TYPE "B" CURB (H=8")
398.87 FL
CURB (H=8")
CITY TYPE "B"
398.93 FL
"B" CURB (H=8")
Beg CITY TYPE
ELEVATIONS
INTERSECTION
SEE C-62 FOR
399.03 FL
MATCH Exist
(399.23) FL
MATCH Exist
(399.61)
MATCH Exist
(399.58)
MATCH Exist
(399.34)
ANGLE Pt
399.98
398.88 FL
66
399.81
399.88 399.89 399.90 399.92 399.94 399.96
399.99
REVISION DESCRIPTION
1 03/18/19 REVISED CL ELEVATIONS
DATE
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE
E St23RD St
P
P
P
ASPH
ASPH
ASPHE STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7 8 9
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-31
No.#R
CURVE DATA
T L
23E1
23E2
23E3
23E4
R/W
R/W R/W
R/W
399.66
Exist LIP
MATCH
23E1
MATCH Exist
(398.85) FL
+65.83
50.56' Lt "23RD"
+20.29
44.15' Lt "23RD"
MATCH Exist
(398.52) FL
23E2
+32.30 ECR
27.15' Lt "23RD"
23E3
+66.28 ECR
47.09' Rt "23RD"
+36.62 ECR
27.01' Rt "23RD"
+20.48 BCR
42.98' Rt "23RD"
23E4
+46.28 BCR
27.02' Rt "23RD"R/WR/WR/WR/W15'
12'
20'
16'
15.31'
11.98'
20.07'
16.12'
23.87'
18.83'
31.48'
25.25'
399.68
399.42 399.52 399.56 399.58 399.60
399.71
27'±+25
+25
+50
+50
+75
+75
+00
+00
+25
+25
+50 +75
+00
399.12 FL
398.35 FL
399.07 FL
399.03 FL
MATCH Exist
(399.31)
MATCH Exist
(399.57)
MATCH Exist
(399.16) FL
MATCH Exist
(399.80)Dwy TYPE "A"6" CURB
398.93 FL
399.13 FL
398.91 FL
TYPE 3
CURB RAMP
TYPE 3
CURB RAMP
TYPE 1
CURB RAMP
MATCH Exist
(399.05) FL
TYPE 7
CURB RAMP
R=5'
TYPE 6
CURB RAMPR/WR/WR/WR/WMATCH Exist
(400.69)
+53.55
27.09' Lt "23RD"
MATCH Exist SW
(399.56)
+42.85
37.18' Lt "23RD"
+30.35
37.19' Lt "23RD"
399.30
+20.30 BCR
39.13' Lt "23RD"
398.48 FL
+30.30
44.69' Lt "23RD"
399.62
+20.93
49.69' Lt "23RD"
MATCH Exist SW
(399.34)
+44.91
33.31' Lt "23RD"
+49.90
33.06' Lt "23RD"
+59.84
47.93' Lt "23RD"
+65.88 ECR
42.14' Lt "23RD"
398.89 FL
+68.87
44.06' Lt "23RD"
MATCH Exist
(399.06)
+68.83
50.57' Lt "23RD"
MATCH Exist
(399.08)
+65.09
52.97' Lt "23RD"
MATCH Exist SW
(399.43)
+66.23
62.18' Rt "23RD"
MATCH Exist SW
(398.90)
+51.77
27.79' Rt "23RD"
399.11 FL SEE SHEET C-32MATCH LINE "23RD" Sta 359+00MATCH LINE "23RD" Sta 356+25SEE SHEET C-30TYPE 6 Mod
CURB RAMP25'±399.26 FL
399.33 FL
399.07 FL
399.10 FL
+51.51 BCR
27.24' Rt
+26.61
27.18' Lt "23RD"
MATCH Exist
(398.93) FL
(399.43) TC
57.13' Rt "23RD" +20.46
MATCH Exist
(398.91) FL
41.25' Lt "23RD" +43
41.25' Lt "23RD" +56
+97.00 BCR
37.19' "23RD" Lt
+46.01 BCR
27.02' Lt "23RD"
+80.50 ECR
27.22' Rt "23RD"
+88.50
27.22' Rt "23RD"
27.96' Rt "23RD" +93.50
+75.50 BCR
32.22' Rt "23RD"
38.25' Rt "23RD" +75.50
27.02' Lt "23RD" +38.99
+56.50
38.25' Rt "23RD"
+56.50 ECR
32.23' Rt "23RD"
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
+50.66 BCR
27.05' Lt "23RD"
398.78 FL
399.06 FLW=19'• Sta +66Dwy TYPE "A"399.15 FLW=41'• Sta +76.5437.02' Lt "23RD" +56 ECR
R=10'
+50
399.08 FL 399.15 FL
399.21 FL
+75
+00
398.90 FL
399.01 FL
END CITY TYPE "B" CURB (H=8")
398.87 FL
CURB (H=8")
CITY TYPE "B"
398.93 FL
"B" CURB (H=8")
Beg CITY TYPE
ELEVATIONS
INTERSECTION
SEE C-62 FOR
399.03 FL
MATCH Exist
(399.23) FL
MATCH Exist
(399.61)
MATCH Exist
(399.58)
MATCH Exist
(399.34)
ANGLE Pt
399.98
398.88 FL
399.81
399.88 399.89 399.90 399.92 399.94 399.96
399.99
REVISION DESCRIPTION
03/18/19 REVISED CL ELEVATIONS
DATE
2 06/04/19
398.77
398.89
25.14'16.00'
43.01'
+36.51 ECR
27.04' Rt "23RD"
398.96 FL
399.59 TC
398.83 FL
399.55 TC
398.81 FL
399.48 TC
399.61 TC
(H=Var)
2
2
2
2
2
2
2
r
REVISED SHEET
2
REVISED FL ELEVATIONS
C-62r
2
398.89 FL
399.57 TC
66r
1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE
E St23RD St
P
P
P
ASPH
ASPH ASPHASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga032.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3609 1
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-32
No.#R
CURVE DATA
T L
23F1
23F2
23F3
23F4
R/W
R/W R/W
R/W
Exist LIP
MATCH
Exist LIP
MATCH
23F1
+82.66 BCR
27.04' Lt "23RD"
+07.73 ECR
52.00' Lt "23RD"
MATCH Exist
(399.50) FL
+07.73
56.19' Lt "23RD"
+71.61
43.41' Lt "23RD"
MATCH Exist
(399.45) FL
23F2
+71.62 BCR
42.06' Lt "23RD"
+86.59 ECR
27.10' Lt "23RD"
MATCH Exist
(399.20) FL
23F3
+92.89 BCR
27.22' Rt "23RD"
+07.87 ECR
42.29' Rt "23RD"
+87.71
27.10' Lt "23RD"
23F4
Exist LIP
MATCH
MATCH Exist
(399.27) FL
+87.46
27.21' Rt "23RD"
25'
15'
15'
15'
25.03'
14.94'
15.05'
14.97'
39.30'
23.50'
23.61'
23.53'R/WR/WR/WR/WMATCH Exist
(399.29) FL
+07.85
46.67' Rt "23RD"
399.71 399.75 399.80 399.83 400.03
400.08
399.52 FL
399.55 FL
+00 +25 +50 +75
+25
+00
+25
+00
399.49 FL
399.44 FL
399.21 FL
399.28 FL
399.37 FL
399.59 FL
MATCH Exist
(399.24) FL
TYPE 2
CURB RAMP
TYPE 2
CURB RAMP
TYPE 2
CURB RAMP
TYPE 2
CURB RAMP
399.23 FL
R=10'
400.06
400.06
+43.51
56.15' Lt "23RD"
MATCH Exist
(400.57)
MATCH Exist
(400.50)
+45.79
43'' Lt "23RD"
+72.32
48.41' Lt "23RD"
MATCH Exist SW
(400.00)
+93.42
35.98' Rt "23RD"
400.06
+94.51
37.07' Rt "23RD"
400.09
+98.03
40.62' Rt "23RD"
400.18
+99.12
41.71' Rt "23RD"
400.20
+71.46
61.04 Rt "23RD"27'±25'±25'±MATCH LINE "23RD" Sta 359+00SEE SHEET C-31SEE SHEET C-33MATCH LINE "23RD" Sta 361+25MATCH Exist SW
(400.14)
MATCH Exist SW
(399.38) FL
+07.03 ECR
27.19' Lt
MATCH Exist
(399.57) FL
27.20' Lt "23RD" +10
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
399.53 FL
399.51 FL
42.04' Rt "23RD" +71.50 BCR
400.13
400.09
400.11 400.21
400.17
35.24' Rt "23RD" +93.53
34.74' Rt "23RD" +86.8236.79' Rt "23RD" +84.76
40.32' Rt "23RD" +81.22
42.34' Rt "23RD" +79.91
27' Rt "23RD" +06.86
33.18' Rt "23RD" +95.95
27.07' Rt "23RD" +86.51 ECR
40.73' Lt "23RD" +90.46
44.26' Lt "23RD" +94
ELEVATIONS
INTERSECTION
SEE C-63 FOR
67
399.99 400.01 400.02 400.11
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
400.18
400.16
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE
F St23RD St
P
PP
PP
P
ASPH
ASPH
23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga033.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2 3
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-33
R/W
R/W R/W
R/W
Exist LIP
MATCH
Exist LIP
MATCH
400.10
400.15 400.22400.08 400.09 400.11 400.20 400.21
400.23
399.55 FL
399.57 FL
TCE
+25 +50
+75
+25
+50
+00 +25 +50 +75 +00
+25
MATCH Exist
(399.64) FL
MATCH Exist
(399.60) FL
399.58 FL
399.45 FL
6'4'399.58 FLW=28'• Sta +76.506'4'MATCH Exist SW
(400.19)
MATCH Exist
(400.46)
MATCH Exist SW
(400.25)
MATCH Exist
(399.63) FL
399.66 FLW=20'• Sta +91.6727.18' Rt +07.67
MATCH Exist
(399.69) FL
MATCH Exist SW
(400.31)Dwy TYPE "B-1"Dwy TYPE "B-1"MATCH Exist SW
(399.42) FL
7
~Dwy TYPE "B-1" Mod16.8%4.63'399.62 FLW=16'• Sta +14.508'Conc JOINT
MATCH Exist
CURB
Ret
7
~
399.58 FL
MATCH Exist SW
(400.09)
6'10'R/WR/WR/WR/WR=2'
R=5'
TYPE 4
CURB RAMP
MATCH Exist
(400.42)
4.14%
RET. CURBMATCH LINE "23RD" Sta 361+25SEE SHEET C-32SEE SHEET C-34MATCH LINE "23RD" Sta 363+25TCE399.48 FL
TYPE 4
CURB RAMP
FOR DETAILS
SEE SW PLANS
SW No. 6
399.49 FL
+41 BCR
32.06' Lt
400.06 FL
(399.83) FL
4'MATCH Exist
(400.27)
MATCH Exist
(400.38)
41.27' Rt "23RD" +21.86
41.27' Rt "23RD" +02.30
27.09' Lt "23RD" +93
+04 BCR
27.08' "23RD" Lt
+06 ECR
29.08' Lt "23RD"
27.08' Lt "23RD +15
41.25' Lt "23RD" +15 27.06' Lt "23RD" +54
27.06' Lt "23RD" +46 ECR
27.82' Rt "23RD" +52.50
27.13' Rt "23RD" +57.50
41.27' Rt "23RD" +57.49
27.81' Rt "23RD" +12.67
+97.17
41.27' Rt "23RD"
+34.50
27.93' Rt "23RD"
+28.50
27.28' Rt "23RD"
+75.67
27.09' Rt "23RD"
27.81' Rt "23RD +70.67
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:4'6.32%
27.06' Lt "23RD" +23.75
399.52 FL
68
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
400.18 400.22 400.26 400.31 400.32 400.33 400.39 400.45
400.49
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE23RD St
P
PP
P
P
P
CONC
ASPH
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga034.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3654
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-34
R/W
CONSTRUCTION DETAILS
SCALE: 1" = 10'
No.#R
CURVE DATA
T L
23G1
23G3
23G2
23G4
R/W
R/W R/W
23G1
+43.79 BCR
27.05' Lt "23RD"
+59.01 ECR
41.83' Lt "23RD"
23G2
+13.21 BCR
42.28' Lt "23RD"
+27.93 ECR
27.22' Lt "23RD"
23G3
+58.99 ECR
38.78' Rt "23RD"
23G4
Exist LIP
MATCH
+47.02 BCR
27.26' Rt "23RD"R/WR/WR/WR/W15'
12'
15'
12'
23.58'
18.35'
23.34'
18.84'
15.02'
11.51'
14.78'
12.00'
400.23 400.41 400.45 400.50 400.55 400.59 400.62
400.67
399.93 FL 399.97 FL 400.01 FL
400.13 FL
TCE
+25 +25 +50
+50 +75
+75 +00
+00
+25
+75
+50
+75
399.97 FL
399.66 FL
399.77 FL
399.76 FL
MATCH Exist
(401.15)
MATCH Exist
(401.00)Dwy TYPE "A"TYPE 7
CURB RAMP
TYPE 1
CURB RAMP
+38.08
27.24' Rt "23RD"
MATCH Exist
(399.74) FL
399.57 FL
46.91' Lt "23RD" +59.08
+13.97
55.43' Lt "23RD"R/WR/WR=5'
TYPE 3
CURB RAMP
+13.97
55.43' Lt "23RD"
MATCH Exist SW
(400.72)
+10.22
46.69' Lt "23RD"
MATCH Exist
(400.19)
+10.24
50.44' Lt "23RD"
MATCH Exist
(400.22)
+33.08
27.85' Rt "23RD"
MATCH Exist SW
(400.32)
36
575.00
400.05 FL
+2527'6' SW
+20.85
42.42' Rt "23RD"
MATCH Exist
(400.86)
MATCH Exist
(400.57) FL
+28.72
40.29' Rt "23RD"
399.84
399.91 FL
+28.71
34.31' Rt "23RD"
399.96
400.08 FL
7' PKWY SEE SHEET C-35MATCH LINE "23RD" Sta 365+75MATCH LINE "23RD" Sta 363+25SEE SHEET C-3325'±MATCH Exist
(400.07) FLMATCH Exist SW
(399.60) FL
+13.73 BCR
42.42' Rt "23RD"
+28.71 ECR
27.43' Rt "23RD"
400.20 FL
400.28 FL
+59.26
57.38' Rt "23RD"
MATCH Exist
(399.95) FL
MATCH Exist
(399.63) FL
+48.24 BCR
27.30' Rt "23RD"
+71.68 ECR
27.28' Rt "23RD"
47.00' Rt "23RD" +66.75
47.00' Rt "23RD" +53.25
+53.25 ECR
32.30' Rt "23RD"
+66.75 BCR
32.16' Rt "23RD"
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
399.41 FL
PKWY
7'
SW
6'
TYPE 1
CURB RAMP
400.09 FLW=13.50'• Sta +60400.10 FL
ELEVATIONS
INTERSECTION
SEE C-64 FOR
69
27.04' Lt "23RD" +48.58
400.49
REVISION DESCRIPTION
1 03/18/19 REVISED CL ELEVATIONS
DATE
400.60 400.68 400.67 400.69 400.74 400.79
400.821
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINEG St23RD St
P P
PP
P
ASPH
ASPH STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga035.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6 7 8
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-35
No.#R
CURVE DATA
T L
23H1
23H2
23H3
23H4
R/W
R/W R/W
R/W
Exist LIP
MATCH 23H1
+90.72 BCR
27.04' Lt "23RD"
+05.91 ECR
41.97' Lt "23RD"
+60.14
43.24' Lt "23RD"
MATCH Exist
(400.22) FL
23H2
+75.22 ECR
27.11' Lt "23RD"
23H3
+91.16 BCR
27.40' Rt "23RD"+79.94 ECR
27.34' Rt "23RD"
23H4
400.70 400.74 400.77
+86.60
27.09' Lt "23RD"
+06.10 ECR
42.44' Rt "23RD"
+60.14 BCR
42.13' Lt "23RD"
MATCH Exist
(400.52) FL
+60.14
62.38' Rt "23RD"
+60.11 BCR
47.38' Rt "23RD"
15'
20'
15'
15'
15.12'
15.10'
14.98'
18.88'
23.68'
23.66'
23.54'
31.29'
400.67
400.81 400.80
400.68
400.19 FL
399.93 FL
400.29 FL400.25 FL400.21 FL400.17 FL400.13 FL
+75
+75 +00
+00 +25
+25
+50
+50
+75
+75
+00
+00
+75
+00
MATCH Exist
(400.21) FL
400.17 FL
400.07 FL
400.21 FL
400.39 FL
400.45 FL
400.29 FL
+06.07
56.54' Rt "23RD"
MATCH Exist
(400.44) FL
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
CURB
Ret
CURB
Ret
MATCH Exist
(400.13) FL
MATCH Exist
(400.04) FL Dwy TYPE "B-1" Mod4.63'9.38'11.15%400.12 FL
400.06 FL
7" CURB
7" CURB 400.09 FL W=32'• Sta +09400.23 FL W=17'• Sta +43+86.15
34.70' Rt "23RD"
400.89
+90.67
39.69' Rt "23RD"
401.03
+93.31
41.93' Rt "23RD"
401.08
+06.09
47.44' Rt "23RD"R/WR/WR/WR/WMATCH Exist
(400.61)
+56.43
57.13' Rt "23RD"
+60.11
49.39' Rt "23RD"
400.46 FL
+73.46
43 Rt "23RD"
401.24
400.98
+78.42
37.54 Rt "23RD"
+87.67
27.27' Rt "23RD"
400.26 FL
+68.15
43.24' Lt "23RD"
+68.16
48.24' Lt "23RD"
MATCH Exist SW
(400.89)
401.02
+74.36
45.80 Lt "23RD"
401.01
+79.12
41.46 Lt "23RD"
+76.46
35.27 Lt "23RD"
+99.74
48.20' Lt "23RD"
400.86
+84.71
33.43' Lt "23RD"
400.95
+70.66
27.15' Lt "23RD"
8.74%
7'
5' SW
7' PkwyMATCH LINE "23RD" Sta 365+75SEE SHEET C-34SEE SHEET C-37MATCH LINE "23RD" Sta 368+00MATCH Exist
(401.30)
MATCH Exist
(401.30)
400.41 FL
MATCH LINE SEE SHEET C-36
TCE
TCE
5.5'
SW
400.85
400.89
Dwy TYPE "B-2" ModMATCH Exist
(400.13) FL
+41.42
27.14' Lt "23RD"
+31
41.12' Lt "23RD"
+31
27.13' Lt "23RD"
27.12' Lt "23RD" +87
+87
41.11' Lt "23RD"
+76.19
27.11' Lt "23RD"
400.16 FL
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
400.32 FL
ELEVATIONS
INTERSECTION
SEE C-65 FOR
70
400.82
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
400.84 400.87 400.90 400.93 401.01
401.03
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
2. PROVIDE 5' BY 5' "LANDING" AT
PROPOSED DOOR LOCATION.
3. MAXIMUM LONGITUDINAL SLOPE
SHALL BE 5%.
10/01/212 AS-BUILT
5' SW
+10SEE NOTE 2 AND 3
2
2
DG
"23RD" LINE
H St23RD St
P
ASPH
ASPH
ASPHH STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga036.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-36R/WR/WR/WR/WMATCH Exist SW
(401.04)
Dwy TYPE "B-1"
MATCH Exist SW
(402.12)
MATCH Exist SW
(402.48)
MATCH LINE SEE SHEET C-35
SW
5.5'
401.97 FL
W=27'
• Sta +60.54
7'6'
205.33' Lt "23RD" +74.33
+05.07
141.01' Lt "23RD"
+74.15
242.33' Lt "23RD"
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
205.31' Lt "23RD" +60.57
MATCH Exist
(401.83) FL
242.31' Lt "23RD" +60.51
MATCH Exist
(402.11) FL
71
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21 H St
CONC
ASPH
ASPH
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga037.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
37089
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-37
R/W
R/W R/W
R/W
Exist LIP
MATCH
400.66 400.58 400.59 400.60400.68 400.70
400.11 FL
400.06 FL
400.64
400.01 FL
400.60 400.54
400.42
400.19 FL 400.12 FL
400.02 FL
399.90 FL
27' 10'TCE
+00
+00 +25
+25 +50 +75
+75
+00 +25
+25
+50
+50
+75
+75
+25
+00
+25
393.93 FL
+00
+24.71 BCR
27.00' Lt "23RD"
399.95 FL
+00
399.90 FL
400.79
400.88 ANGLE Pt
MATCH Exist
(400.68)
400.10 FL400.05 FL
MATCH Exist
(400.49)
MATCH Exist SW
(400.79)
400.08 FL 5'5'8'400.06 FLW=32.5' • Sta +77.75400.05 FL6'4'8'27.00' Lt +10
399.94 FL 399.97 FLW=34'• Sta +32MATCH Exist SW
(400.70)
27.00' Lt +54
399.99 FLDwy TYPE "B-2"7~
TCETCE
Dwy TYPE "B-1"7
~R/WR/WR=5'
MATCH Exist
(400.92)MATCH LINE "23RD" Sta 368+00SEE SHEET C-35SEE SHEET C-38MATCH LINE "23RD" Sta 370+25MATCH Exist
(401.09)
6.07%25'±MATCH Exist
(401.19) MATCH Exist
(401.26)
7.05%
7
~+90.84 BCR
27.00' Lt
+18.34 ECR
27.00' Lt
+95.84 ECR
32.00' Lt
400.25 FL
+13.34 BCR
32.00' Lt
400.44 FL
27.27' Rt "23RD" +14.50
45.24' Rt "23RD" +61.01
27.25' Rt "23RD" +46.02
27.24' Rt "23RD" +56.50
27.26' Rt "23RD" +99
45.26' Rt "23RD" +93.62
+14.81
45.00' Lt "23RD"
34.76' Lt "23RD" +59
45.00' Lt "23RD" +49.50
46.00' Lt "23RD" +97.84
+82.84
35.00' Lt "23RD"
46.00' Lt "23RD" +13.34
41.00' Lt "23RD" +26.34
37.01' Lt "23RD" +30.33
27.23' Rt "23RD" +16.54
MATCH Exist
(399.71) FL
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
MATCH Exist
(400.01) FL
400.06 FL 400.08 FLW=17.50'• Sta +04.59Dwy TYPE "A"72
401.03
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
401.02 401.00 400.94 400.90 400.91 400.92 400.93 400.94
400.76
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE23RD St
P
ASPH
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga038.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
1 2
CONSTRUCTION DETAILS
SCALE: 1" = 10'
No.#R
CURVE DATA
T L
R/W
R/W
R/W+49.71 ECR
51.97' Lt "23RD"
+09.44 BCR
51.89' Lt "23RD"
401.02
MATCH Exist
(400.44) FL
MATCH Exist
(400.19) FL
23I1
23I2
23I3
23I1
23I2
23I3
23I4
C-38R/WR/WR/WR/W25'
20'
24.97'39.24'
18.98'30.37'
25'25.00'39.27'
4.12'2.18'
+52.36
48.88' Rt "23RD"
400.42 400.84 400.85 400.94 401.01
399.90 FL 400.27 FL
400.28 FL
400.31 FL
400.35 FL
27'6'+25
+50
+50
+50
+75
+75
+75
+00
+00
+00
+25
+25
+50
+52.22 ECR
46.18 Rt "23RD"
400.15 FL
+75 +00
400.24 FL
MATCH Exist
(400.50) FL
MATCH Exist
(400.90)
400.42 FL
400.37 FL
401.16
400.48 FL
49.46' Rt "23RD" +06.68
47.29' Rt "23RD" +06.68 BCR
27.28' Rt "23RD" +26.59 ECR
MATCH Exist
(400.51) FL
(401.08) TC
400.27 FL
400.85 TC
+25
TYPE 3
CURB RAMP
TYPE 8
CURB RAMP 8'20'8.73'16.46'
1
2
5'
3 12.74'11.97'5'
2
2
3
400.26 FL
35.00' Lt +20.17 BC
400.48 FL
400.37 FL
11
~
Conc PAD
27.00' Lt "23RD" +25 BCR
400.24 FL
400.78 TC
Beg CURB Trans (H=6.5")
400.16 FL
400.83 TC
END CURB Trans (H=8")
CURB (H=8")
CITY TYPE B
400.17 FL
400.84 TC
Beg CURB Trans (H=8")
400.36 FL
400.86 TC
Trans (H=6")
END CURB
TYPE 5
CURB RAMP
R=5'
+32.98
39.39' Lt "23RD"
401.09
+38.81
40.81' Lt "23RD"
400.59
+41.34
45.11' Lt "23RD"
400.69
+42.68
50.93' Lt "23RD"
401.08 +49.59
58.40' Lt "23RD"
MATCH Exist SW
(401.11)
TYPE 3 Mod
CURB RAMP TYPE 8
CURB RAMP
+14.96
48.54' Lt "23RD"
401.08
401.20
+19.96
48.54' Lt "23RD"
400.54
+19.93
40.31' Lt "23RD"
401.29
+28.93
40.31' Lt "23RD"
401.17
+28.93
35.31' Lt "23RD"
+41.01
44.72' Rt "23RD"
400.84
+40.99
36.72' Rt "23RD"
400.15
+32.99
36.72' Rt "23RD"
400.32
+07.29
54.46' Rt "23RD"
MATCH Exist SW
(401.16)
+13.68
49.45' Rt "23RD"
401.23
+22.77
34.86' Rt "23RD"
MATCH Exist
(401.07)MATCH LINE "23RD" Sta 370+25SEE SHEET C-37SEE SHEET C-39MATCH LINE "23RD" Sta 372+502%400.94
400.44 FL
401.11 TC
400.47 FL
401.14 TC
400.50 FL
401.17 TC
400.53 FL
401.20 TC
400.27 FL
401.10 TC
+34.49 ECR
26.94' Lt"23RD"
400.29 FL
400.96 TC
23I4 20'20.00'31.41'
+46.56 PRC
28.60' Lt "23RD"
+38.44
27.00' Lt "23RD"
56.00' Lt "23RD" +43.09
+34.83 PRC
28.60' Lt "23RD"
27.13' Rt "23RD" +41.49
+25.79
27.15' Rt "23RD"
41.25' Rt "23RD" +33.50
56.25' Rt "23RD" +46.50
+61.22 EC
35.00' Lt "23RD"
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
+62.01
27.22' Rt "23RD"
400.17 FL
+32.25 BCR
27.22' Rt "23RD"
399.64 FL
11
~
INTERSECTION ELEVATIONS
SEE C-66 FOR
32.00' Lt "23RD" +43.50 EC
27' Lt "23RD" +42.89 BC
73
400.76
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
401.08 401.07 401.09 401.10
401.121
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE23RD St EYE St
ASPHASPH
CONCASPH ASPHHESTER AVx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga039.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
375341
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-39
No.#R
CURVE DATA
T L
R/W
R/W
R/W
401.02
+00.15 ECR
41.85' Lt "23RD"
MATCH Exist
(400.80) FL
+85.04 BCR
26.86' Lt "23RD"
+00.21 ECR
42.02' Rt "23RD"R/WR/WR/WR/W23J1
23J2
23J3
23J4
23J1
23J2
23J423J3
15'
12'
15'
20'
14.99'
11.98'
14.96'
20.06'
23.55'
18.83'
23.52'
31.48'
MATCH Exist
(401.77) FL
+85.47 BCR
47.31' Rt "23RD"
+00.22
43.27' Rt "23RD"
401.05 401.10 401.20 401.32 401.39 401.74
401.90
400.43 FL 400.55 FL
400.65 FL
400.77 FL 400.89 FL
400.72 FL
+85.19 BCR
27.08' Rt "23RD"
400.98 FL2%6'27'400.94 FL
TCE
+50
+75
+75 +00
+00
+25
+25
+25
+50
+50
+75
+75
+25
+25
+00
+00
+25
+50
400.93 FL
56.00' Lt +62.79
MATCH Exist
(401.25)
400.42 FL
Dwy TYPE "A"Dwy TYPE "A"400.40 FLW=19'• Sta +53TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
5'9.1'400.67 FLW=25'• Sta +87.505'9.1'400.84 FLW = 22'• Sta +58Dwy TYPE "B-2"Dwy TYPE "B-2"8'400.51 FL
11
2
3
2
1 5'
20'
5'
12.74'
8.73'
2.18'4.12'
16.46'
11.97'
2
3
Conc PAD
~
400.95 FL
400.83 FL
+85.46 BCR
39.08' Lt "23RD"
+97.46 ECR
27.10' Lt "23RD"
MATCH Exist
(401.00) FL
54.08' Lt "23RD" +85.44
TYPE 5
CURB RAMP R/WMATCH Exist
(400.89)
+00.16
61.09' Lt "23RD"
+85.33
41.27' Rt "23RD"
401.72
+37.83
43.27' Rt "23RD"
MATCH Exist
(402.56)
+48.67
47.38' Rt "23RD"
+85.97
49.17' Rt "23RD"
MATCH Exist SW
(402.33)
MATCH Exist
(402.59)
+00.83
41.72' Rt "23RD"
402.55
+97.46
44.10' Lt "23RD"
+97.46
38.21' Lt "23RD"
401.75
+02.46
38.21' Lt "23RD"
MATCH Exist SW
(401.74)
400.82 FLR/WMATCH LINE "23RD" Sta 372+50SEE SHEET C-38SEE SHEET C-40MATCH LINE "23RD" Sta 375+25400.45 FL
401.12 TC
400.64 FL
401.31 TC
400.81 FL
401.48 TC
401.01 FL
401.68 TC
400.95 FL
401.62 TC
400.71 FL
401.38 TC
400.93 FL
401.60 TC
400.80 FL
400.84 FL
400.90 FL
400.79 FL
400.65 FL
400.53 FL
400.51 FL
MATCH Exist
(401.00) FL
56.25' Rt "23RD" +59.50
41' Lt "23RD" +85.22
MATCH Exist SW
(401.82)
27.11' Rt "23RD" +05
27.10' Rt "23RD" +74
27.12' Rt "23RD" +64.50
27.12' Rt "23RD" +70.27
+42
27.14' Rt "23RD"
32.00' Lt "23RD" +62.50 BCR
27.00' Lt "23RD" +67.50
28.60' Lt "23RD" +71.17 PRC
35' Lt "23RD" +66.82 BC +85.83 EC
35.00' Lt "23RD"
28.60' Lt "23RD" +81.48 PRC
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
TYPE 4
CURB RAMP
400.47 FLW=13'• Sta +53R=5'
401.29 FL
+05.49 ECR
27.27' Rt "23RD"
MATCH Exist
(400.98) FL
+00
ELEVATIONS
INTERSECTION
SEE C-67 FOR
74
401.12
REVISION DESCRIPTION
1
3/18/19 REVISED CL ELEVATIONS
DATE
401.22 401.34 401.44 401.56 401.68
402.18
401.91
2/27/19
2
REVISIONS TO PARKING PULLOUT
2
2
400.80
400.92
400.91
1
43.27' Rt "23RD" +02.22
MATCH Exist
(400.84)
3
3
REVISED SW CURB RETURN308/21/19
400.77
401.55
400.69400.65
400.60
400.73400.56401.50
401.62
33
3
3
400.50
400.51
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE23RD St
CHESTER Ave
ASPHASPH
CONCASPH ASPHHESTER AVx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
375341
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-39
R/W
R/W
+00.15 ECR
41.85' Lt "23RD"
+85.04 BCR
26.86' Lt "23RD"R/WR/WR/WR/W23J1
400.45 FL
400.55 FL
400.84 FL6'27'TCE
+75
+00
+75
+00
56.00' Lt +62.79
400.42 FL
TYPE 1
CURB RAMP8'400.51 FL
11
2
2
~R/WR/WMATCH LINE "23RD" Sta 372+50SEE SHEET C-38SEE SHEET C-40MATCH LINE "23RD" Sta 375+25400.45 FL
401.12 TC
400.80 FL
401.47 TC
401.04 FL
401.71 TC
400.95 FL
401.62 TC
400.86 FL
401.53 TC
400.98 FL
401.65 TC
41' Lt "23RD" +85.22
32.00' Lt "23RD" +62.50 BCR
27.00' Lt "23RD" +67.50
28.60' Lt "23RD" +71.17 PRC
35' Lt "23RD" +59.82 BC
28.60' Lt "23RD" +74.48 PRC
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:74
400.85 FL
27' Lt "23RD" +78.15 EC
REVISION DATE DESCRIPTION
1 2/27/19
400.94 FL
400.87 FL
3
35.00' Lt "23RD" +85.83 EC
(401.82)
MATCH Exist
(401.25)
+85.83
(401.59)(401.62)(401.66)(401.69)(401.73)
+59.82
(401.77)
+74.48
(401.80)
+00 +15 +30 +45
400.90 FL
401.57 TC
400.94 FL
401.61 TC
400.61 FL 400.67 FL 400.75 FL 400.80 FL
41' Lt "23RD" +62.50
(400.76)
CURB RAMP TYPE 4
+15 +30 +45
+15 +30 +45 +59.82
400.43 FL
+85.83
Conc PAD
MATCH Exist
+00.16
61.09' Lt "23RD"
MATCH Exist
(401.00) FL
No.#R
CURVE DATA
T L
23J1 15'14.99'23.55'
3
2
1 5'
20'
5'
12.74'
8.73'
2.18'4.12'
16.46'
11.97'
401.33 FS
(401.55) FS
+70.50
1.5%VarREVISIONS TO PARKING PULLOUT r
REVISED SHEET
1
r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE
CHESTER Ave
P PP
P
FP
CONC
ASPH
ASPH
CONC
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga040.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6 7
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-40
R/W
R/W R/W
R/W
402.50402.06 402.20 402.66
Exist LIP
MATCH Exist LIP
MATCH
400.98 402.34 402.82 403.00
403.17
401.19 FL 401.34 FL 402.18 FL 402.36 FL
402.58 FL
TCE
+25
+25
+50
+50 +75 +00 +25 +50
+75
+75
+00
+25
+00
+25
MATCH Exist
(402.39)
401.74 FL401.73 FL
402.11 FL
402.01 FL
MATCH Exist
(402.00)Dwy TYPE "A"MATCH Exist
(401.70) FL
MATCH Exist SW
(402.48)
401.77 FL
MATCH Exist
(402.10)
MATCH Exist
(402.18) FL
402.90 ANGLE Pt
402.13 FL
402.07 FL
+50
R=15'
R=4'401.95 FLW=31'• Sta +40.33401.87 FLW=14'• Sta +32.50MATCH Exist
MATCH Exist
(401.34) FL
MATCH Exist
(402.29) FL 401.45 FLW=33'• Sta +55.506'8'3'
MATCH Exist SW
(402.06)
MATCH Exist
(402.77) FL
401.49 FL
MATCH Exist SW
(402.16)
401.66 FL401.58 FLW=16'• Sta +85.505.5'5.5'Dwy TYPE "B-2"7
~
TCEDwy TYPE "B-2" ModR/WR/WR/WR/WMATCH Exist
(402.34)
R=5'
402.67
401.95
402.44
9.5%MATCH LINE "23RD" Sta 375+25SEE SHEET C-39SEE SHEET C-41MATCH LINE "23RD" Sta 377+256.31%
7
~
7~Dwy TYPE "A-C"25'±MATCH Exist SW
(402.77) ANGLE Pt
402.09 FL
+33
401.79 FL
+33
401.88 FL
402.64 FL
401.32 FL
+25
MATCH Exist
(401.55) FL
26.93' Lt "23RD" +44.51 ECR27.09' Lt "23RD" +17.50 +20.50 BCR
27.09' Lt "23RD"
38.00' Lt "23RD" +50.50
+39.50 BCR
31.93' Lt "23RD"
+45.50
38.00' Lt + "23RD"
+45.50
38.00' Lt "23RD"
26.95' Lt "23RD" +57.19
+25.50 ECR
32.09' Lt "23RD"
48.00' Lt +25.50 "23RD"
"23RD"
38.00' Lt +25.50
401.77
"23RD" +17.50
38.00' Lt
32.45' Lt "23RD" +67.50
27.09' Lt "23RD" +72.50
+98.50
27.10' Lt "23RD"
+70.81 ECR
27.22' Rt "23RD"
+24.83 ECR
31.29' Rt "23RD"
+20.83 BCR
27.29' Rt "23RD"+77
27.31' Rt "23RD"
27.93' Rt "23RD" +82
27.31' Rt "23RD"+34
44.31' Rt "23RD" +39.13
44.31' Rt "23RD" +74.60
+11.83
27.30' Rt "23RD"
+11.83
41.22' Rt "23RD"
+24.83
46.25' Rt "23RD"
+42.80
46.25' Rt "23RD"
+55.86 BCR
41.25' Rt "23RD"
+70.30
41.25' Rt "23RD"
27.22' Rt "23RD" +78.03
48.00'Lt "23RD"+39.50
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
PROTECT IN PLACE LIGHT POLE
401.76 FL
401.94 FL
75
402.18
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
402.39 402.51 402.63 402.75 402.87 403.04 403.19
403.32
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE23RD St
FP
PP P
PP
FP
FP
CONC
ASPHK STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga041.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
8 9
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-41
No.#R
CURVE DATA
T L
23K1
23K2
23K3
23K4
8'
R/W
R/W R/W
R/W
+78.51 ECR
34.71' Lt "23RD"
+48.00 ECR
27.18' Rt "23RD"
+32.97 BCR
41.98' Rt "23RD"
403.37
MATCH Exist
(402.78) FL
MATCH Exist
(402.63) FL
+58.82 BCR
27.22' Rt "23RD"
+78.73 ECR
47.20' Rt "23RD"
403.21
+70.53 BCR
27.08' Lt "23RD"
23K1
23K4
23K3
MATCH Exist
(402.33) FL
R/WR/WR/WR/W+37.11
78.63' Lt "23RD"
MATCH Exist
(402.76) FL
+78.73
48.04' Rt "23RD"
15'
20'
15'
7.62'
14.90'
19.90'
31.31'
12.18'
23.47'
31.31'
23.40'
403.17 403.20 403.28 403.35
403.39
402.58 FL 402.72 FL
402.58 FL
+25
+25
+50
+50 +50 +75 +00 +25
+50
402.68 FL
402.83 FL
402.77 FL
402.34 FL
27.19' Rt "23RD" +50
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
MATCH Exist
(403.68)
MATCH Exist
(403.69)5.5'5'3'
23K2
5.5'5'3'2% Max7
~~
7
402.64 FLW=20'• Sta +72.75402.61 FL
+33.13 BCR
41.99' Lt "23RD"
+48.13 ECR
27.09' Lt "23RD"402.73 FLW=20'• Sta +23.50MATCH Exist SW
(403.18)
MATCH Exist
(402.50) FL
402.62
+53.66
34.07' Rt "23RD"
402.98
MATCH Exist SW
(403.36)
+33.62
43.98' Lt "23RD"
403.68
+78.75
52.25' Lt "23RD"
+59.62
27.07' Lt "23RD"
MATCH Exist
(402.77) FL
+78.24
49.34' Rt "23RD"
MATCH Exist SW
(403.35)
+56.82
27.86' Rt "23RD"
MATCH Exist SW
(403.17)Dwy TYPE "B-2"Dwy TYPE "B-2"16.41%
16.26%
402.67 FL
402.71 FL
402.75 FL
402.65 FL
MATCH Exist
(402.70) FL
+31.12
47.99' Rt "23RD"SEE SHEET C-42MATCH LINE "23RD" Sta 379+50MATCH LINE "23RD" Sta 377+25SEE SHEET C-4040.59' Lt "23RD" +51.31
46.11' Lt "23RD" +45.72
+50.08
37.60' Lt "23RD"
+55.75
27.09' Lt "23RD"
+89.75
27.10' Lt "23RD"
+06.50
27.09' Lt "23RD"+40.50
27.12' Lt "23RD"
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
+32.95
43.98' Lt "23RD"
MATCH Exist SW
(402.52)
+75
402.49 FL 402.64 FL 402.70 FL
403.28 FL
+00 +25
+50
+50
402.79 FL
ELEVATIONS
INTERSECTION
SEE C-68 FOR
76
403.32
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
403.42 403.37 403.51 403.56 403.58
403.59
1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE23RD St
K St
P
P
P
PPPP
CONC
ASPH ASPHASPASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga042.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
380 1 2
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-42
No.#R
CURVE DATA
T L
23L1
23L2
23L3
23L4 R/WR/WR/W
R/W
R/W
R/WR/WR/W20'
10'
15'
10'
19.81'
9.84'
15.23'
10.02'
31.23'
15.55'
23.79'
15.73'
403.46
403.52
Exist LIP
MATCH Exist LIP
MATCH
+24.96 ECR
47.09' Lt "23RD"
+05.14 BCR
27.10' Lt "23RD"
23L1
23L2
+79.66 BCR
37.00' Lt "23RD"
23L3
+79.44 BCR
37.02' Rt "23RD"
23L4
+24.97
50.32' Lt "23RD"
MATCH Exist
(403.15) FL
+89.66 ECR
27.17' Lt "23RD"
+92.42
27.17' Lt "23RD"
+18.61 ECR
42.48' Rt "23RD"
+03.62 BCR
27.23' Rt "23RD"
+89.44 ECR
27.00' Rt "23RD"
MATCH Exist
(403.18) FL MATCH Exist
(403.09) FL
+79.59
40.94' Lt "23RD"
MATCH Exist
(402.92) FL403.39 403.59 403.65 403.68
403.19 FL
403.64
403.74
402.95 FL 403.02 FL 403.03 FL
6'+50
+75
+00 +25
+25
+50
+50
+75
+75
+25
+00
+25
403.20 FL
403.06 FL
402.94 FL
403.06 FL
27.11' Lt +10.50
402.90 FL
27.11' Lt +14.00
MATCH Exist
(402.90) FL
27.76' Lt +22.81
MATCH Exist SW
(403.47)
37.50' Lt +18.50
403.65 ANGLE Pt
402.88 FL
402.92 FL
403.61 ANGLE Pt
402.76 FL
27.29' Rt "23RD" +66
403.63 ANGLE Pt
TYPE 1
CURB RAMPTYPE 1
CURB RAMP
TYPE 2
CURB RAMP
TYPE 1
CURB RAMP
R=2'R=2'
TCE
(BY OTHERS)
RELOCATE BUSINESS SIGN
403.61
403.59
+92.97
39.43' Rt "23RD"
403.52
403.46
+94.89
37' Rt "23RD"
403.07 FL
+04.34
34.41' Rt "23RD"
403.71
+93.45
33.34' Rt "23RD"
404.14
+06.14
36.24' Rt "23RD"
403.63
+09.64
39.81' Rt "23RD"
403.73
+11.06
41.25' Rt "23RD"
403.91
+80.11
48.07' Lt "23RD"
MATCH Exist SW
(403.68)+85.75
43.07' Rt "23RD"
403.67
+98.29
33.50' Rt "23RD"
403.67
MATCH Exist FL
(402.98)
+10.60
27.19' Rt "23RD"
+18.62
48.90' Lt "23RD"
403.82
+03.99
34.15' Lt "23RD"
403.83
MATCH Exist SW
(403.19)
+94.00
27.09' Lt "23RD"
403.31
403.59
403.25
403.55
37.50' Lt +13.50
37.50' Lt +05.50
R=5'25'±Dwy TYPE "A-C"SEE SHEET C-44MATCH LINE "23RD" Sta 382+25MATCH LINE "23RD" Sta 379+50SEE SHEET C-41MATCH LINE SEE SHEET C-43
7
~
+79.47
55.36' Rt "23RD"
MATCH Exist
(403.15) FL
+11.33
45.27' Rt "23RD"
403.88
+12.31
45.31' Rt "23RD"
403.86
+18.26
64.03' Rt "23RD"
MATCH Exist
(403.81) FL
MATCH Exist
(403.43)
+72.50
43.00' Lt "23RD"
+05.50
41.25' Lt "23RD"
MATCH Exist
(403.38)
+72.50
38' Lt "23RD"
+64.00
37.50' Lt "23RD"
+67.50
27.18' Lt "23RD"
+64
27.18' Lt "23RD"
+69.25
27.29' Rt "23RD"
+97.74
27.19' Rt "23RD"
27.17' Rt "23RD" +13.94
33.31' Rt "23RD" +13.94
38.50' Rt "23RD" +08.75
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
NOTES:
+50
402.79 FL
R=5'
TYPE 4
CURB RAMP 402.89 FLW=33'• Sta +89402.87 FL
402.74 FL
402.86 FL
Dwy TYPE "A"+50
403.28 FL
402.78 FLW=24.50'• Sta +83.5033.59' Rt "23RD" +53.34
38.50' Rt "23RD" +58.25
TYPE 4
CURB RAMP
TYPE 4
CURB RAMP
403.02 FL 25'±ELEVATIONS
INTERSECTION
SEE C-69 FOR 4'27' Rt "23RD" +11
402.97 FL
27' Rt "23RD" +00
403.08 FL
403.42
77
403.59
REVISION DESCRIPTION
1 3/18/19 REVISED CL ELEVATIONS
DATE
403.61
403.64 403.69 403.73 403.79 403.76
403.84
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"23RD" LINE23RD St
L St
P
P
P
P
P
ASPH
ASPHL STASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:4917-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga043.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
23R/WR/WR/WR/WDwy TYPE "B-1"
MATCH Exist
(404.03) FL
403.38 FL
403.44 FL
403.40 FL
W=30'
• Sta +24.97
5'
SW
MATCH LINE SEE SHEET C-42
404.17
404.15
404.04
404.15
5'5'
206.53' Lt "23RD" +24.68
164.48' Lt "23RD" +19.56
158.00' Lt "23RD" +25.03
158.04' Lt "23RD" +14.28
128.00' Lt "23RD" +24.93
128.04' Lt "23RD" +14.36
121.82' Lt "23RD" +14.38
CONSTRUCTION DETAILS
C-43
R=1'2SAWCUT & JOIN Exist Pvmt
SCALE: 1" = 10'
A A
6.50' Lt "C" +75
6.50' Lt "C" +50
6.50' Lt "C" +25
6.27' Lt "C" +00
01.95 "C" +74.89
4.50' Lt "C" +75
4.50' Lt "C" +50
2.91' Lt "C" +25
4.50' Lt "C" +25
0.12' Lt "C" +74.95
6.50' Lt "C" +00
6.50' Lt "C" +05.54
4.50' Lt "C" +00
4.50' Lt "C" +05.54
32' Med
1' SAWCUT 1' SAWCUT
10
TYPE "M"
CITY CURB
TYPE "M"
CITY CURB
4.5'
"C" LINE
2
2
402.80 FL402.78 FL
402.80 FL
402.83 FL
402.77 FL 402.75 FL
402.75 FL
402.84 FL
402.77 FL 402.80 FL
402.82 FL 402.90 FL
MATCH Exist
402.73 FL
MATCH Exist
402.68 FL
NO SCALE
SECTION A-A
MATCH Exist
Conc PATTERN
STAMPED
7
78
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21 L StCHESTER Ave"C" LINE
P
PASPH
ASPH
ASPH
23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga044.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3 4
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-44
R/W R/W
R/W
403.95 403.99 404.03 404.23
404.31
Exist LIP
MATCH
403.74
403.19 FL
403.83
403.26 FL
403.91
403.32 FL
404.07 404.15
Exist LIP
MATCH
TCE
+25
+25
+50
+50
+75
+75
+00 +25 +50 +75 +00 +25
+50
MATCH Exist
(403.40) FL
403.37 FL
27.00' Rt +21
6'4'8'403.39 FLW=24'• Sta +386'4'2'403.82 FLW=24'• Sta +38MATCH Exist
(403.57) FL
39.27' Rt +48
MATCH Exist
(404.07) FL
MATCH Exist SW
(404.08)
MATCH Exist SW
(404.18)MATCH Exist
(404.43)7
~
7
~Dwy TYPE "B-1"6.71%403.33 FL
+0026'25'MATCH LINE "23RD" Sta 382+25SEE SHEET C-42SEE SHEET C-45MATCH LINE "23RD" Sta 384+50MATCH Exist
(404.43)
MATCH Exist
(404.44)Dwy TYPE "B-1" 403.89
MATCH Exist
(404.10)
+55
27.30' Rt "23RD"
+13
27.24' Rt "23RD"
+48
27.27' Rt "23RD"
45.05' Rt "23RD" +25.98
31.00' Rt "23RD" +04.73
79
39.24' Rt "23RD" +13
45.31' Rt "23RD" +55
27.95' Rt "23RD" +60
27.83' Rt "23RD" +08
403.84 403.93 404.08 404.19 404.27 404.30 404.34 404.43 404.50
404.61
REVISION DATE DESCRIPTION
1 REVISED CL ELEVATIONS3/18/19 403.71403.63
8/23/19 REVISED FL ELEVATIONS2
2
3
1
3 10/01/21
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
AS-BUILT
10/01/21
"23RD" LINE23RD St
P ASPHASPH
ASPHCONCASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga045.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
395 6
7
CONSTRUCTION DETAILS
SCALE: 1" = 10'
C-45
No.#R
CURVE DATA
T L
23M1
23M2
23M3
23M4
8'
R/W
R/W
R/W
R/W R/WR/WR/WR/W20'
8.16'12.73'
19.89'31.30'
8'8.06'12.63'
8'7.88'12.45'
23M1
23M2
23M3
+20.21 BCR
23.05' Rt "E178"
23M4
+71.90
39.25' Lt "23RD"
+28.23 ECR
15.19' Rt "E178"
+71.93 ECR
35.07' Lt "23RD"
+63.82 BCR
27.25' Rt "23RD"
+71.79 ECR
35.34' Rt "23RD"
+71.76
37.53' Rt "23RD"
+40.26 ECR
47.73' Lt "E178"
MATCH Exist
(403.76) FL
MATCH Exist
(403.74) FL
+32.74
15.21' Rt "E178"
+50
404.31
403.55 FL
403.41 FL
403.61 FL
403.77 FL
403.78 FL
27.01' Lt "23RD" +63.83 BCR
27.06' Lt "23RD" +59.65
+61.64
27.24' Rt "23RD"
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
+71.65
46.68' Rt "23RD"
+58.46
33.46' Rt "23RD"
404.32
404.95
+65.46
47.11' Lt "23RD"
MATCH Exist SW
(404.40)
+71.74
59.50' Lt "23RD"
+17.49
71.64' Lt "E178"
MATCH Exist
(403.67)
MATCH Exist
(403.53) FL
404.34
+40.26 ECR
54.45' Lt "E178"
+20.42 BCR
65.63' Lt "E178"
+33.40
47.73' Lt "E178"
MATCH Exist SW
(404.14)
+31.10
27.91' Rt "E178"
404.46
+33.30
25.77' Rt "E178"
404.47
+53.38
15.28' Rt "E178"MATCH LINE "23RD" Sta 384+50SEE SHEET C-44RELINQUISHMENT
LIMIT OF
MATCH Exist
(403.64) FL
+53.10
47.70' Lt "E178"
MATCH Exist
(403.59) FL
MATCH Exist
(403.75) FL
MATCH Exist
(403.88) FL
403.68 FL
403.93 FL
NOTES:
1. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
33.60' Lt "23RD" +55
CURB RAMP TYPE 1
27.79' Lt "23RD" +50
MATCH Exist SW
(404.18)
MATCH Exist SW
(404.40)
"23RD" +50
33.58' Lt
MATCH Exist SW
(403.50) FL
+20
34.08' Rt "E178"
404.02 FL
404.01 FL
403.94 FL
ELEVATIONS
INTERSECTION
SEE C-70 FOR
SEE C-47
FOR DETAILS
80
404.61
REVISION DATE DESCRIPTION
1 REVISED CL ELEVATIONS3/18/19
403.75
403.74
403.72
403.71
REVISED FL ELEVATIONS8/23/192
404.39
3
2
1
403.78
3 10/01/21
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
AS-BUILT
"23RD" LINE23RD St
M St"E178" LINE
EB ROUTE 178
PP
A
SP
H
ASPH
ASPHASPHASPHASPHP
P
P P P
FP
FP
A
SPH ASPHTRAILER
ASPH
M STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga046.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
R
/W
CONSTRUCTION DETAILS
C-46
SCALE: 1" = 20'
405.35
405.41
405.48
405.62
405.75
405.91
406.25
405.20
406.15
406.43
406.72
407.12
407.53
406.68
407.12
407.62
408.03
407.96
408.47
408.46 408.97
409.04
409.54
409.65
410.15
410.20
410.70
410.81
411.31
406.29
406.48
406.76
407.14
407.58 408.13
406.64
407.08
407.63
8'10'10'8'ES
ETW
ETW
ESR/WR/W
405.80
406.11
405.97
24'24'405.89 LIP
406.08 LIP
LIP
404.80
LIP
404.95
LIP
405.01 LIP
405.08
LIP
405.34
LIP
405.59
LIP
405.87
GUTTER
LIP OF
R
/W
+25
+25
+50
+50
+75
+75
+00
+00
+25
+25
+50
+50
+75
+75
+00
+00
+25
+25
+50
+50
+75
+75
+00
+00
+25
+25
+50
+50
+75
+75
+00
+00
+25
+25
+50
+50
+50
+75
+00
+25
+25
+50
+50
+75 +00
+00
+25
+25
+50
+50
~
406.36 LIP& JOIN
SAWCUT
& JOIN
SAWCUT
& JOIN
SAWCUT
+50
+50
SEE SHEET C-47
MATCH LINE
R=3'
(404.51)
(405.18)
(404.48)
+84
(405.34)
+99
(405.32)
+25
(405.48)
+50
(405.54)
+75
(405.61)
+00
(405.72)
+25
(405.85)
+50
(405.87)
+75
(405.86)
+00
(406.17)
+25
(406.49)
+50
(406.85)
+75
(407.21)
+00
(407.61)
+25
(408.04)
+50
(408.61)
+75
+00
(409.76)
+25
(410.41)
+50
(409.18)
(405.28)
+75
+00
(405.43)
(405.62)
+25
+50
(405.82)+75
(405.99)+00
(406.16)+25
(406.39)
(406.64)
+50
(407.00)
+75
(407.40)
+00
(408.51)
+50
(407.93)
+25
+75
SEE SHEET C-48MATCH LINE "W178" Sta 400+50(404.24)
+75
(404.43)
+00
(404.54)
+25
(404.62)
+50
(404.63)
+75 +00
(404.76)
+25
(404.80)
+50
(404.70)
+75
(404.67)
(404.68)
+82
(405.63)
+93
(405.57)
+75
(405.52)
+50
+25
(405.50)Exist LIP
MATCH
TCE
SEE C-28.
FOR DETAILS
81
4006789
7
SHEET C-46r
SEE REVISED
REVISION DATE DESCRIPTION
1 4/11/19 REVISED WB LAYOUT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21"W
178"
L
IN
E
M St24
th
S
t FRONTAGE
Rd N StW
B
R
O
U
T
E 178"24TH"
LINE
PP
P
A
SP
H
ASPH
ASPHASPHASPHASPH
ASPHP
P
P P P
FP
FP
A
SPH ASPHTRAILER
ASPH
M STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
4006789
7
R
/W
CONSTRUCTION DETAILS
C-46
SCALE: 1" = 20'R/WR/W
R
/W
~
& JOIN
SAWCUT
& JOIN
SAWCUT
& JOIN
SAWCUT
+50
+50
SEE SHEET C-47
MATCH LINE
(404.51)
(405.18)
(404.48)
+84
(405.34)
+99
(405.32)
+25
(405.48)
+50
(405.54)
+75
(405.61)
+00
(405.72)
+25
(405.85)
+50
(405.87)
+75
(405.86)
+00
(406.17)
+25
(406.49)
+50
(406.85)
+75
(407.21)
+00
(407.61)
+25
(408.04)
+50
(408.61)
+75
+00
(409.76)
+25
(410.41)
+50
(409.18)
(405.28)
+75
+00
(405.43)
(405.62)
+25
+50
(405.82)+75
(405.99)+00
(406.16)+25
(406.39)
(406.64)
+50
(407.00)
+75
(407.40)
+00
(408.51)
+50
(407.93)
+25
SEE SHEET C-48MATCH LINE "W178" Sta 400+50(404.24)
+75
(404.43)
+00
(404.54)
+25
(404.62)
+50
(404.63)
+75 +00
(404.76)
+25
(404.80)
+50
(404.70)
+75
(404.67)
(404.68)
+82
(405.63)
+93
Exist LIP
MATCH
TCE
SEE C-28.
FOR DETAILS
ESETW
ETW
ES
SEE TABLE A
+25
405.46 FL
405.44 FL
+50
405.52 FL
+75
405.58 FL
+14.44
+83.38
(405.60) FL
FLFL SEE TABLE B
410.92410.77
410.29410.14
409.73409.58
409.12408.97
408.54408.39
408.05407.90
407.59407.47
407.21407.06
406.79406.67
406.44406.37
406.12406.09
405.72405.90
405.55405.77
405.37405.65
405.19405.51
405.12405.44
405.07405.38
404.91405.23
400+50
400+25
400+00
399+75
399+50
399+25
399+00
398+75
398+50
398+25
398+00
397+75
397+50
397+25
397+00
396+75
396+50
396+25
STATION Elev
ETW
Elev
FL/ES
TABLE A
399+25
399+50
399+75
400+00
400+25
400+50
STATION Elev
ETW
Elev
FL/ES
TABLE B
405.64
405.82
406.11
406.58
407.03
407.59
406.21
406.39
406.68
407.08
407.53
408.09
REVISION DATE DESCRIPTION
0 4/11/19 REVISED WB LAYOUT
REVISED SHEET
r
81r
1 10/01/21
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
AS-BUILT
10/01/21 "W
178"
L
IN
E
M St24
th
S
t FRONTAGE
Rd N StW
B
R
O
U
T
E 178"24TH"
LINE
P
P ASPHASPH
ASPHTRAILERCONC PP
ASPH
ASPH
ASPHCONCASPH
ASPH
CONC
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga047.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
395
400
6
7
8
9
ES
R/WCONSTRUCTION DETAILS
C-47
SCALE: 1" = 20'
404.34
404.49 404.73 405.09
405.55
406.15
406.86
407.77
408.70
409.70
410.73
411.80
412.83
404.51 404.53 404.56
+25.00
404.63
404.70
404.80
404.92
405.05
405.24
405.45
405.74
406.15
406.79
407.78
406.99
408.54
409.42
410.26
411.19
412.58
12'
1
0'
1
0'
5
%ES
ETW
R/W
407.49
408.28
409.04
409.92
410.76
411.69
412.08
5
%+75 +00
+50
+75
+00
+25
+50
+75
+00
+25
+50
+75
+00
+25
+50
+75
+00
+25
+50
+50
+75 +00 +25
+50
+75
+00
+25
+50
45.61' Lt +75
45.10' Lt +00
44.59' Lt +25
44.07' Lt +50
12.66' Rt +25
17.05' Rt +50
21.17' Rt +75
25.01' Rt +00
28.56' Rt +25
31.83' Rt +50
34.80' Rt +75
+00
+25
+50
+75
+00
+25
+50
45.59' Lt +00
46.57' Lt +75
46.95' Lt +65
MATCH Exist
(403.79) FL
403.87 FL
404.04 FL
25.72' Rt +77
MATCH Exist
(403.85) FL
28.70' Rt +00
403.93 FL
32.79' Rt +25
403.99 FL
38.45' Rt +52.98
MATCH Exist
(404.08) FL
404.00 FL
W=18'
Dwy • Sta +94
5'
& JOIN
SAWCUT
& JOIN
SAWCUT
& JOIN
SAWCUT
& JOIN
SAWCUT
~
SEE C-45.
NOT SHOWN,
FOR DETAILS R/WR/WR/WR/WR/WR/W
0.00 0.0039492.770.00 0.0039492.770.00 0.0039492.77
+50 +75 +00 +25
+50
+75
+00
+75
+25
+50
+75
+00
+50
+75
+00
+25
+50
+00
+25
+22
+21
+00
+00
404.89
+21
406.12
405.25
32'Rt+77
35'Rt+77
+77
43'Rt+77
+25
404.25
404.38
+85
404.42
+04
+25
+50
+75
+00
+25 406.05
+50
+75
+00
+25
+50
+75
+00
+25
+50
2
4'
1
2'
404.21
+20
+25
+50
SEE SHEET C-46
MATCH LINE
(403.72)
(404.70)
(404.64)(404.69)(404.77)(404.80)
(404.87)
(404.94)
(405.04)(405.16)
(405.29)
(405.48)
(405.69)
(405.98)
(406.45)
(407.09)
(407.79)
(408.58)
(409.40)
(410.28)
(411.18)
(412.11)
(413.00)
ETW
MATCH LINE "E178" Sta 400+50SEE SHEET C-48(404.71)
(404.83)
(404.99)
(405.23)
(405.59)
(406.65)
(407.36)
(408.27)
(409.20)
(410.18)
(411.18)
(412.23)
(413.23)
(404.90)
(404.96)
(405.03)
(405.08)
(405.14)
(405.18)
(405.19)
(405.19)
(405.33)
404.83
404.14
+50
(403.78)
+75
(403.79)
+00
(403.82)
+25
(403.87)
+50
(403.94)
RELINQUISHMENT
LIMIT OF
82
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"E178" LINEM St23rd St FRONTAGE Rd
"23RD" LINE
EB ROUTE 178
PPASPH
ASPHASPHASPH24TH STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga048.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
412.83
5%CONSTRUCTION DETAILS
C-48
SCALE: 1" = 20'
407.63
408.13
410.81
411.31
408.77
409.44
410.13
410.83
411.51
412.23 413.01 413.69
408.27 408.94 409.63 410.33 411.01 411.73 412.51 413.19
413.96
414.46
414.82
415.32
415.64
416.13
416.41
416.90
418.12
418.59
419.80
420.25
420.56
421.01
421.31
421.75
422.13
422.56
418.97
419.43
417.25
417.73
(422.63)
(423.36)
416.29
415.59
414.89414.20
413.51
412.81
412.14
411.48
411.98
412.64
413.31 414.01 414.57 415.14
415.84
416.54
417.03
417.75
418.51
419.24
417.28
417.99 418.68
419.35
(419.96)
(419.95)
413.77 414.72 415.64 416.54 417.43 (418.20)
412.085%412.58 413.40
414.24 415.02 415.88 416.73
417.57
418.37 419.14 419.98 420.81 421.64
412.90 413.74 414.54 415.41 416.27 417.12 417.93 418.71 419.56 420.40 421.28
+43.17
(422.08)
(422.25)22'10'10'R/W
R/W
24'24'ES
ETW
ETW
ES
ETW
ES
ETW
ES
+50
44.07' Lt
+75
43.56' Lt
+00
43.02' Lt
+25
42.45' Lt
+50
41.88' Lt
+75
41.31' Lt
+00
40.74' Lt
+50
12.00' Rt
+75
12.00' Rt
+00
12.13' Rt
+25
12.34' Rt +50
12.56' Rt
+75
12.77' Rt
+00
12.99' Rt
+25
13.20' Rt
+50
13.42' Rt
+75
13.63' Rt
+00
13.84' Rt
+25
14.06' Rt
+50 +75 +00 +25 +50 +75 +00 +25 +50 +75 +00 +25
+43.17
14.06' Rt
+50 +75
+00
+25 +50 +75
31.52' Rt
+00
29.00' Rt
+25
29.00' Rt
+50
29.00' Rt
+75
28.95' Rt
+00
28.72' Rt
+25
28.46' Rt +50
28.18' Rt
+75
27.87' Rt
+75
23.66' Rt
+50
23.78' Rt
+25
23.87' Rt+00
23.94' Rt
+75
23.99' Rt
+50
+25
+50+25
+00
+00
+75
+75
+50
+25
+50
+00
+25
+00
+75
+50
+75
+50
+50 +75 +00 +25 +50 +75 +00 +25 +50
+75
34.03' Lt
+75
24.03' Lt
+00
34.15' Lt
+00
24.15' Lt
+25
32.77' Lt
+25
22.92' Lt
+50
31.39' Lt
+50
21.69' Lt
+75
30.03' Lt
+75
20.45' Lt
+00
28.62' Lt
+00
19.22' Lt
+25
27.23' Lt
+25
18.02' Lt
+50
25.84' Lt
+50
16.75' Lt
+75
24.45' Lt
+75
15.52' Lt
+00
23.06' Lt
+00
14.28' Lt
+25
21.67' Lt
+25
13.05' Lt
+50
20.27' Lt
+50
11.82' Lt
& JOIN
SAWCUT
& JOIN
SAWCUT
SAWCUT & JOIN
& JOIN
SAWCUT
(418.53)
+00
35.33' Lt
(418.07)
+00
12.00' Lt
(418.87)
+25
12.00' Lt
& JOIN
SAWCUT
(418.20)
+75
11.15' Lt (423.41)
+50
10.82' LtMATCH LINE "W178" Sta 400+50SEE SHEET C-46MATCH LINE "E178" Sta 400+50SEE SHEET C-47+50
(413.23)
+75
(413.15)
+00 +25
(415.97)
+50
(416.85)
+75
(417.71)(415.07)
+50
(413.00)
+75
(413.82)
+00
(414.66)
+25
(415.51)
+50
(416.37)
+75
(417.23)
+25
(418.57)
+50
(419.44)
+75
(420.26)
+00
(421.07)
+25
(421.93)
+43
(422.57)
+50
(410.41)+75
(411.10)
+00
(411.78)+25
(412.50)+50
(413.23)+75
(413.96)+00
(414.69)
+25
(415.43)
+50
(416.17)
+75
(416.93)
+00
(417.68)+25
(418.44)
+50
(419.19)+75
(419.91)
+50
(408.51)
+75
(409.20)
+00
+25
(410.63)
(411.36)
+50
(412.08)
+75
(412.84)
+00
(413.58)
+25
(414.30)
+50
(415.09)
+75
(415.92)
+00
(416.70)
+25
(417.46)
+50
(409.90)
(418.94)
+00
(419.71)
+25
+50
(420.48)(421.20)
+75
(421.91)
+00 (422.66)
+25
NOTES:
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
83
405
1 2 3 4
40512
3
4
SHEET C-48r
SEE REVISED
REVISION DATE DESCRIPTION
1 4/11/19 REVISED WB LAYOUT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23rd St FRONTAGE Rd
"E178" LINE
"W178" LINE
WB ROUTE 178
EB ROUTE 178
24th St FRONTAGE Rd
PPASPHASPH
ASPHASPHASPH
23RD ST
ASPH 24TH STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
405
1 2 3 4
40512
3
4
CONSTRUCTION DETAILS
C-48
SCALE: 1" = 20'
R/W
R/W
MATCH LINE "W178" Sta 400+50SEE SHEET C-46MATCH LINE "E178" Sta 400+50SEE SHEET C-47NOTES:
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
+50
410.77
ES
ETW+50
410.92
+75
411.44
+75
411.59
+00
412.11
+00
412.26
+25
412.80
+25
412.95
+50
413.50
+50
413.65
+75
414.19
+75
414.34
+00
414.89
+00
415.04
+25
415.59
+25
415.74
+50
416.29
+50
416.44
+75
417.03
+75
417.18
+00
417.77
+00
417.92
+25
418.52
+25
418.64
+50
419.26
+50
419.34
+75
+75
+00
412.23
+00
411.73+75
411.50
+75
411.00+50
410.82
+50
410.32+25
410.11
+25
409.61+00
409.41
+00
408.91+75
408.73
+75
408.23
+50
408.09
+50
407.59
+25
413.01
+25
412.51
(419.96)
(419.65)
ETW
ES
83r
REVISED SHEET
r
REVISION DATE DESCRIPTION
0 4/11/19 REVISED WB LAYOUT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23rd St FRONTAGE Rd
"E178" LINE
"W178" LINE
WB ROUTE 178
EB ROUTE 178
24th St FRONTAGE Rd
ASPHASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga049.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3
5
0
12
CONSTRUCTION DETAILS
C-49
SCALE: 1" = 10'
Dwy TYPE "B-2"
399.51 FLW=16'• Sta +49
MATCH Exist
(398.42) FL
TYPE "B"
CITY CURB
MATCH Exist SW
(399.66)
TYPE 5
CURB RAMP
R=5'
R=150'
R=632'
R=5'
R=25'
R=25'
399.27 FL
58.80 Rt "23RD" +48.81
62.81' Rt "23RD" +39.14
83.11' Rt "23RD" +53.25
96.75' Rt "23RD" +58.34
89.92' Rt "23RD" +67.52 2'2'399.80 FL
399.41
72.81 Rt "23RD" +58.59
77.93 Rt "23RD" +65.18
15'20'15'15'20'R=15'
R=15'
15'39'MATCH Exist SW
(399.62)
MATCH Exist
(400.02)
MATCH Exist
(400.52)
MATCH Exist
(400.62)
MATCH Exist
(399.81)
MATCH Exist
(400.52)MATCH Exist
(400.45)
MATCH Exist
(400.05)
MATCH Exist SW
(399.72)
MATCH Exist SW
(399.66)
MATCH Exist SW
(399.66)
MATCH Exist SW
(399.91)
NOTES:
1. CONCRETE CURB RAMPS SHALL
BE PROMENADE BLEND COLOR.
50.54' Rt "23RD" +52.16
44.44' Rt "23RD" +49.68
37.85' Rt "23RD" +52.09
CURB (TYPE A1-6)
33.92' Rt "23RD" +60.76
BC
399.78 FL
EC
400.00 FL
BC
399.93 FL
EC
399.68 FL
36.63' Rt "23RD" +66.93
EC
399.49 FL
45.90' Rt "23RD" +70.43
BC
398.98 FL
48.72' Rt "23RD" +76.44
EC
398.68 FL
BC
398.13 FL
38.47' Rt "23RD" +02.67
32.00' Rt "23RD" +39.69
32.00' Rt "23RD" +24.14
PRC
399.42 FL
34.15' Rt "23RD" +31.39
EC
399.60 FL
36.42' Rt "23RD" 34.87
399.73 FL
36.52' Rt "23RD" +31.42
37.66' Rt "23RD" +37.63
33'
EC
MATCH Exist
(399.89)
BC
MATCH Exist
(400.19)
BC
MATCH Exist
(399.55) FL
398.95 FL
EC
MATCH Exist
(399.57) EP
399.68
EC
MATCH Exist EP
(399.61) FL
PCC
398.57 FL
60.73' Rt "23RD" +28.72
52.42' Rt "23RD" +16.33
59.16' Rt "23RD" +11.09
399.60 FL
399.33 FL
6'
4'
FL
CURB (TYPE A1-6)
MATCH Exist
MATCH Exist
56.02' Rt "23RD" +51.25
BC
399.43 FL
2%2%81.86' Rt "23RD" +50.07
(399.83)
(399.85)
61.70' Rt "23RD" +45.34
61.24' Rt "23RD" +46.80
8.33%8.33%
2'2'
6" PCC
FL
DETAIL A
NO SCALE
SEE DETAIL A
MATCH Exist SW
(399.76)
MATCH Exist SW
(399.63)
MATCH Exist SW
(397.40)
"23RD" +14.33
52.43' Rt
"23RD" +25.11
45.21' Rt
"23RD" +00.17
70.24' Rt
"23RD" +63.06
50.93' Rt
57.66' Rt "23RD" +60.06
46.76' Rt "23RD" +81.19
65.64' Rt "23RD" +32.25
85.72' Rt "23RD" +37.24
81.41' Rt "23RD" +51.50
77.96' Rt "23RD" +64.27
41.50' Rt "23RD" +71.48
72.85' Rt "23RD" +86.97
83.77' Rt "23RD" +29.48
82.12' Rt "23RD" +42.58
65.76' Rt "23RD" +41.11
"23RD" +49.26
54.51' Rt
"23RD" +56.56
53.85' Rt
"23RD" +55.72
41.93' Rt
52.34' Rt "23RD" +83.43
49.70' Rt "23RD" +97.04
398.69 EP
398.58 EP
BC
398.83 EP VarVarGRADE BREAK
LOW POINT
PRC
397.40 FL
6
84
399.00 FL
399.03 FL
399.07 FL
399.11 FL
398.90 FL
399.01 FL
398.77 FL
398.66 FL
398.51 FL
33.29' Rt "23RD"+23.05
LOW POINT
398.35 FL
398.55 FL
399.59 FL
399.68 FL
398.98
398.56
398.91
399.13 0.5%398.94 0.5%1.5%1.5%1.5%REVISION DATE DESCRIPTION
1 5/30/19 REVISED PARKING LOT GRADES
398.89 FL
399.18
58.07' Rt "23RD"+42.48
398.94
61.69' Rt "23RD"+46.30
398.86
76.23' Rt "23RD"+56.20
399.05
80.75' Rt "23RD"+58.10
398.49 FL
398.52 FL
398.60 FL
Dwy DETAIL "B-2"
CL Sta "23RD" 350+49
398.62 FL 0.5%1
1
1
1
1
1
1
1
1
1
"23RD"+51.30
78.63' Rt
"23RD"+39.14
62.18' Rt
"23RD"+42.58
66.05' Rt
"23RD"+53.25
83.11' Rt
5%1%
1
1
1
15'20'2 10/01/21
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
AS-BUILT
AVOID TREES
SHORTEN DRIVEWAY TO
REPLACE WALKWAY
GATE TO 14' GATE
MODIFY EXISTING 10'
2"23R
D
"
L
IN
E23R
D St
ASPH24TH ST
C STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga050.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
1 2 3399.99399.98400.25400.22400.06400.62400.10400.32400.43400.64400.28400.48400.18400.66400.13400.27400.43400.03400.58400.58400.38399.83400.15400.12400.53(400.70)(400.49)6'6'19'400.13400.248'400.04400.05399.92399.899'10'14'
8'
17'
3'5'8'12'6'C-50
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
400.25 FL
À/4
À/2
3À/4
400.13 FL
400.19 FL
399.76 FL
À/2
3À/4
399.70 FL
399.67 FL
À/4
À/4
399.91 FL
À/2
399.85 FL
3À/4
399.79 FL
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS (400.78)(400.48)4
0
0.6
2
20'1
85
12/31/19
1
9'4
0
0.
3
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH StC St
ASPH
PPASPH
ASPH
FP
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga051.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
5 6 7400.24399.84399.92399.96400.14400.48400.03400.00400.04400.07400.33400.31400.29400.26399.87399.91399.94399.96400.37399.99(400.69)(400.02)(400.22)(400.68)(400.03)3'5'3'
7'5'15'399.94400.00399.84399.78399.88399.858'7'18'8'5'6'5'C-51
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
À/2
399.57 FL
399.76 FL
À/2
399.74 FL
À/2
399.64 FL
À/2
399.60 FL
À/4
3À/4
399.67 FL
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
400.74400.78400.89400.67400.56400.28400.42400.75400.28400.11400.15400.66400.02
399.94400.09400.26400.10399.98399.94400.13400.04399.82399.97(400.12)(400.60)(399.99)(400.57)(400.06)399.73
399.88
1
400.18400.70400.3223 .7'11'12'86
11/12/19
1
2 10/01/21 AS-BUILT
2
SEE C-51r FOR REVISED ELEVATIONS
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINEDRAKE StD St
ASPHASPH
ASPH
CONC
ASPH
ASPH
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga052.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
360
8 9400.36401.06400.98400.62400.38400.37400.37400.37400.87400.86400.85400.84400.84400.52400.53400.54400.55400.39400.95400.81400.54400.55400.86400.52400.53400.84400.37(400.32)(400.28)(401.21)(401.00)(401.18)(401.03)7'5'2'5'11'400.34400.35400.26400.44400.54400.517'7'10'12'10'5'10'6'5'C-52
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
400.24 FL
À/2
À/2
400.25 FL
400.11 FL
À/2
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
400.95400.98401.18401.56401.30400.95400.94400.58400.78401.21400.90400.54400.55400.50401.09400.76400.35400.97401.04
400.30400.34400.49401.06400.80400.41400.42400.55400.81400.87400.67400.93400.78(401.17)(401.02)400.13
1 12'12/31/19
1
87(400.35)400.28400.16400.27
400.55
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINEENCINA StE St
P
P PP P P
P
PP
PPPP
CONCASPH ASPHASPHASPH
FP
CONC
ASPH 401.03401.34400.93401.00401.33400.94401.32401.30400.98400.96401.35401.28401.11401.07401.03400.99400.95400.84401.54401.29400.82401.32401.33400.90400.9210'5'(401.59)(401.63)(400.78)(401.07)(401.74)(401.75)(400.83)401.04401.30400.96400.72401.04401.32400.908'5'3'400.92400.95400.92400.82400.97401.06400.98400.837'12'7'13'6'6'12'13'x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga053.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2 3 4
C-53
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
400.72 FL
À/2
3À/4
400.64 FL
400.81 FL
À/4
À/4
400.62 FL
400.64 FL
À/2
400.65 FL
3À/4
À/2
400.78 FL
3À/4
400.80 FL
400.75 FL
À/4
3À/4
400.61 FL
400.55 FL
À/4
400.58 FL
À/2
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS112/31/19
88
400.75
400.89
401.02401.00 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINEF StF St
PP P
P
PP
ASPH
ASPH
PP
P
ASPH
24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga054.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
5 6 7(402.22)(402.79)(402.55)(402.40)(402.66)(401.97)402.00402.57402.34401.96402.03401.97401.98402.00401.99402.24402.27402.29402.31402.32402.34401.92401.87401.83401.78401.74401.69402.26402.53402.1510'5'2'3'
8'
7'5'4'5'5'401.67401.82401.79401.89401.99401.957'13'7'5'C-54
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
401.48 FL
À/2
401.67 FL
À/2
3À/4
401.71 FL
401.67 FL
À/2
401.64 FL
À/4
3À/4
401.72 FL
401.78 FL
À/2
401.75 FL
À/4
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
402.40402.70401.67402.19402.48401.90401.71401.77402.29402.58402.09401.94402.37402.43402.59402.88402.66402.43402.33402.58402.24401.99402.07 402.13402.48401.99402.36402.64402.21
1 12/31/19
1
89
401.71
401.69
401.68
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINEG StG St
P
P
P
P
P
FPP
P
P
ASPH
CONC
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5017-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga055.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3709
1402.53402.52402.51402.88402.60402.64402.50403.28403.04402.69402.74402.91402.92403.16403.20403.11403.03402.94402.89402.55402.57402.59402.61402.90403.11402.62402.62(402.56)(403.32)(403.07)(403.14)(403.43)(402.62)5'5'10'7'3'5'5'1'9'402.45402.52402.47402.54402.69402.697'13'7'5'C-55
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
402.34 FL
À/2
402.46 FL
À/2
400.27 FL
À/2
402.34 FL
À/2
402.30 FL
À/4
402.38 FL
3À/4
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
90
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINEH StH St
ASPH
ASPH
ASPH
CONC
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5117-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga056.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3 4 5
5'4'5'5'6'5'19'
17'
9'402.35402.34402.34402.33402.37402.09402.07402.05402.04402.03402.02402.37401.91401.86401.91402.38402.01402.08402.17402.10402.39401.96401.95401.94401.91401.87402.34402.45(402.17)(402.32)(402.36)(402.50)401.85401.97402.01401.98401.92401.88401.807'7'9'7'13'12'C-56
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
401.73 FL
À/2
401.79 FL
3À/4
401.67 FL
À/4401.61 FL
3À/4
À/2
401.66 FL
401.71 FL
À/4
401.57 FL
À/2 401.68 FL
À/2
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS (402.50)(402.41)402.36402.55
1 12/31/19
91
1
13'CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINE
EYE StEYE St
ASPHASPH
CONC ASPHASPH
ASPH
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5117-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga057.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6 7 8
33'5'5'18'5'12'5'15'6'9'7'1'1'
9'(401.95)(402.59)(402.82)(402.41)(402.33)(402.66)(402.77)(402.56)401.98402.41402.52402.22401.88401.89401.89401.90401.90401.91401.92401.92402.34402.34402.33402.33402.32402.32402.32402.31401.91401.90401.90401.90401.89401.89401.88401.88402.75401.92401.90402.33401.89401.92401.92401.90401.85401.90401.81401.92401.89401.84401.7512'5'
6'
7'
8'7'(402.80)7'13'10'
C-57
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
401.55 FL
À/2
401.58 FL
3À/4
401.53 FL
À/4
401.70 FL
3À/4
401.68 FL
À/2
À/4
401.66 FL
À/4
401.65 FL
401.71 FL
À/2
401.76 FL
3À/4
401.65 FL
À/4
401.68 FL
À/2
401.66 FL
3À/4
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
92
REVISION DATE DESCRIPTION
1 AS-BUILT10/01/21
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
SHEET C-57r
SEE REVISED
1
10/01/21
24TH St
"24TH" LINE CHESTER AveCHESTER Ave
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
C-57
CONSTRUCTION DETAILS
SCALE: 1" = 10'
REVISION DATE DESCRIPTION
1 AS-BUILT10/01/21
r
REVISED SHEET
92r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
P
P
P
ASPH
FP
CONC
CONC
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5117-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga058.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
380 1
2403.30403.20403.60403.21403.56403.15403.09403.59403.20403.36403.03402.97402.96403.42403.43402.96403.10403.40403.47403.52403.45(403.71)(403.90)(403.23)5'5'5'6'5'3'8'8'403.04403.06402.937'13'C-58
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
402.81 FL
3À/4
À/2
402.76 FL
402.72 FL
À/4
3À/4
402.84 FL
402.81 FL
À/2
402.79 FL
À/4
3À/4
402.92 FL
402.91 FL
À/2
402.89 FL
À/4
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
402.95402.96403.13403.32403.15403.01
1
93
1
403.25403.51403.32403.17403.07403.33403.26403.16403.06
403.22403.37403.00 403.00
402.99402.99
03/05/20 15'7.5'CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINE
K StK St
PPPPP
P
ASPH
ASPH
FP
CONCAS
PHASPH CONC24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga059.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3
4
5
C-59
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS112/31/19 (404.50)(404.56)(404.71)(404.48)404.22404.44403.97403.98403.94403.83404.06404.12404.51404.53404.47404.44404.41404.05404.03404.00403.97404.39404.00404.03404.05404.07404.09404.11403.72403.79403.70404.13404.3519'22'8'12'17'14'
14'
14'
SHEET C-59r
SEE REVISED
403.52 FL
À/2
403.49 FL
À/2
403.92 FL
À/2
3À/4
403.68 FL
À/2
403.56 FL
À/4
403.43 FL
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
1
10/01/21
24TH St
"24TH" LINE L StL St
PPPPP
P
ASPH
ASPH
FP
CONCAS
PHASPH CONC24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3
4
5(404.50)(404.56)(404.71)(404.48)404.01404.25403.58404.21404.49404.41404.52405.02403.78404.07404.63404.53404.28404.20404.12404.11403.67403.70403.74404.12404.0917'14'
14'
14'404.08403.77404.91404.36404.28404.28404.42404.55404.51404.4214'12'5'C-59
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
3À/4
403.42 FL
403.53 FL
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS012/31/19
À/2
À/2
À/2
À/4
403.36 FL
À/2
404.45 FL
403.39
403.37
r
REVISED SHEET
94r
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"24TH" LINE L StL St
A
SPH
ASPHASPH
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga060.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
677
C-60
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
3À/4
404.40 FL
404.53 FL
À/2
404.65 FL
À/4
404.39 FL
404.45 FL
À/2
404.51FL
3À/4
404.26 FL
À/4
404.21 FL
À/2
404.16 FL
3À/4
À/2
404.49 FL
À/4
RELINQUISHMENT
LIMIT OF
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
95
REVISION DATE DESCRIPTION
REVISED ELEVATIONS112/31/19 (405.04)(405.55)(404.88)(404.55)(405.02)(404.52)404.99405.36404.97404.58404.60404.50404.99405.03404.63404.56404.72404.86404.87404.57404.62404.71404.80405.31405.52405.08404.70404.65404.99404.56404.83404.78405.00404.52404.74404.99405.03405.39405.43405.47405.08404.67[405.30][405.53][405.38][404.69][404.58]405.057'8'10'13'
12'
7'5'4'3'5'4'10'9'4'17'18'6'
12'3'SHEET C-60r
SEE REVISED
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
1
10/01/21
"24TH" LINE
M StM St"W
178" LIN
EW
B
R
O
U
TE 178
A
SPH
ASPHASPH
ASPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
677 (405.14)(405.68)(405.38)(404.55)(405.02)(404.52)405.44405.14404.85404.87405.16405.21404.91405.01405.23404.98404.75405.03404.56404.89404.97404.58404.92405.46405.52405.56405.25404.94(405.30)(405.53)(405.38)(404.69)404.897'
5'
6'
405.10 405.51405.20404.5313'
12'405.23405.54404.92C-60
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
RELINQUISHMENT
LIMIT OF
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
REVISION DATE DESCRIPTION
REVISED ELEVATIONS
r
REVISED SHEET
95r
0 12/31/19
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
"24TH" LINE
M StM St"W
178" LI
N
EW
B
R
O
U
TE 178"24TH" LINE
"W
178" LI
N
EW
B
R
O
U
TE 178
P
PP
ASPH ASPH
CONC
D STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga061.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
355
3 4(400.04)(399.92)(400.14)(400.03)399.75399.69399.27399.68399.65399.23399.33399.41399.39399.67399.22399.24399.63399.28399.66399.17399.22399.17399.59399.61399.29399.2418'
14'10'12'5'399.626'
12'13'19'8'5'6'399.16399.22399.20399.26399.23399.109'8'8'7'C-61
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
399.01 FL
À/2
399.02 FL
À/2
À/4
398.89 FL
À/2
398.95 FL
399.01 FL
3À/4
399.13 FL
À/2
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
96399.89399.65399.76399.25399.46399.35399.98399.89399.26399.18399.87399.72399.52400.03400.06399.99400.00399.54399.37399.46399.70399.54399.34399.80399.69399.64399.48399.48399.48REVISED CL ELEVATIONS3/18/19
1
REVISION DATE DESCRIPTION
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23RD StD StD St"23RD" LINE
P
P
P
P
ASPH
ASPH
ASPHE ST23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga062.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6 7 8399.45399.42399.21399.04398.95398.86398.77398.69399.45399.17399.21399.48399.52399.57399.61399.64399.36399.33399.29399.25399.34399.19(399.62)(399.63)(399.17)(399.42)5'11'18'5'16'5'7'5'14'5'399.29399.22399.20399.15398.59398.79398.88399.047'7'7'7'19'12'
C-62
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
398.38 FL
3À/4
398.42 FL
398.45 FL
À/4
398.95 FL
À/2
À/4
398.87 FL
398.92 FL
3À/4
À/4
399.16 FL
À/2
399.20 FL
3À/4
399.05 FL
398.97 FL
À/4
399.00 FL
À/2
398.97 FL
3À/4
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
À/2399.48399.45398.72399.08399.37399.48399.26399.13399.85399.88399.93399.98399.78399.52399.44399.49399.52(399.22)(399.49)399.32399.15398.83399.29399.32399.18399.12399.41399.36399.29399.33399.29REVISION DATE DESCRIPTION
REVISED CL ELEVATIONS3/18/1922.3'REVISED FL ELEVATIONS26/4/19
398.85
398.87
398.83399.092
2
2 399.171
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
97
1
10/01/21
23RD St
"23RD" LINE E StE St
PP
P
PP
P
P
ASPH
ASPH ASPHASPHASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga063.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
360 1 2(400.26)(400.67)(400.35)(400.24)(400.58)(400.42)400.09400.31399.85399.54399.56399.60399.65399.52399.51399.50400.01400.00399.97399.93399.84399.44399.90399.87399.57399.63399.68400.05400.34400.12399.74399.79399.805'17'5'10'5'8'
10'3'4'
10'16'399.48399.45399.55399.50399.62399.71399.707'7'7'10'5'C-63
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
399.39 FL
À/2
399.34 FL
À/4
3À/4
399.44 FL
399.38 FL
À/4
399.33 FL
À/2
399.27 FL
3À/4
399.62 FL
3À/4
À/2
399.65 FL
399.58 FL
À/4
399.33 FL
À/2
À/4
399.30 FL
399.35 FL
3À/4
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
98400.20400.39400.16399.58399.60399.77399.92400.07400.26400.37399.84400.01399.54400.14400.30400.50400.69400.48400.19(400.44)(400.83)(400.34)399.49399.68400.03399.87400.05400.39400.28399.49400.15400.03400.19399.91399.8321'REVISION DATE DESCRIPTION
1 REVISED CL ELEVATIONS3/18/19
1399.64400.27CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23RD St
"23RD" LINE F StF St
P
P
P
P
P
P
CONC
ASPH
ASPH23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga064.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
3 4400.27400.27399.72399.76399.82399.87399.93399.89400.42400.40400.36400.33400.29400.26399.89400.09400.12400.12400.13400.09400.14400.15(400.52)(400.48)(400.21)(400.17)5'16'5'19'7'11'5'9'5'2'400.02400.04400.05400.05399.64399.76399.827'7'399.9219'
12'
C-64
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
399.82 FL
À/2
399.99 FL
À/2
399.74 FL
3À/4
399.82 FL
À/2
399.89 FL
À/4
399.53 FL
3À/4
399.49 FL
À/2
À/4
399.45 FL
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
99400.35400.31399.98400.15400.04400.18399.74399.95399.77400.00400.68400.24400.63400.09400.59400.55400.52(400.69)400.11400.66400.26400.12400.20400.36400.43400.16400.27400.16400.05(400.79)REVISION DATE DESCRIPTION
1 REVISED CL ELEVATIONS3/20/19 17.4'1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23RD St
"23RD" LINE
G StG St
P
PP
P
CONC
ASPH
ASPH
ASPH
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga065.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7 8 9(401.39)(401.48)(401.08)(401.05)400.92400.94400.33400.42400.51400.47400.43400.44400.81400.84400.86400.92400.86400.78400.53400.53400.65400.59400.53400.53400.85400.935'9'5'12'3'18'5'5'16'18'12'400.49400.47400.52400.48400.35400.39400.37400.287'7'C-65
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
À/2
400.34 FL
400.32 FL
À/4
400.37 FL
3À/4
400.41 FL
À/4
400.37 FL
À/2
400.33 FL
3À/4
400.14 FL
À/2
400.11 FL
3À/4
400.18 FL
À/4
400.19 FL
À/2
400.18 FL
À/4
400.20 FL
3À/4
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
100
REVISION DATE DESCRIPTION
1 REVISED CL ELEVATIONS3/20/19401.51400.96401.58400.94400.50400.64400.39400.65400.76400.98400.55401.01401.05401.09401.04400.68401.03400.59400.94400.46400.62400.71400.56400.79400.66400.57400.38400.991
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23RD St
"23RD" LINE H StH St
P
P
ASPH
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga066.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
370 1 2400.53400.65400.55400.49400.44400.38400.31400.25400.23400.14400.42399.96399.99400.47400.54400.10400.37400.22400.72400.63400.33400.45400.47400.79400.74400.67400.60(400.70)(400.98)(400.81)(400.60)(401.09)(400.90)4'15'5'8'12'7'5'14'5'5'9'6'400.43400.33400.30400.22400.20400.03400.20400.297'7'C-66
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
400.42 FL
À/4
400.36 FL
À/2
400.30 FL
3À/4
400.34 FL
À/2
400.39 FL
À/4
400.29 FL
3À/4
400.20 FL
À/2
400.35 FL
3À/4
400.05 FL
À/4
400.02 FL
3À/4
399.90 FL
À/2
399.77 FL
À/4
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
101
REVISED CL ELEVATIONS3/20/19400.41400.84400.74400.51400.62400.47400.57400.13400.31400.61400.51400.16400.02400.47400.21400.76400.38400.23400.56400.29400.43400.67400.34400.48400.55400.39400.54400.62400.55401.09401.03400.95400.87400.83400.791
REVISION DATE DESCRIPTION
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23RD St
"23RD" LINE
EYE StEYE St
ASPHASPHASPH
CONC
ASPH
ASPH
ASPHASPHTER AVx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga067.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
3754
6(401.90)(402.33)(402.08)(400.93)(401.87)(402.57)(402.42)(401.77)401.78402.14401.92401.30401.25401.03401.06401.20401.12401.15401.17401.42401.09401.46401.15401.22401.52401.57401.29401.36401.63401.68401.74401.78401.49401.46401.43401.84402.05402.44401.733'2'7'11'3'
5'5'3'2'5'15'5'400.90401.04401.16401.12401.10401.06401.22401.38401.39401.437'7'18'
18'
18'5'C-67
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
3À/4
À/2
À/4
400.97 FL
À/4
401.00 FL
À/2
3À/4
400.97 FL
401.06 FL
À/4
401.08 FL
À/2
401.11 FL
3À/4
3À/4
401.41
401.53
À/2
401.65
À/4
400.75 FL
400.76 FL
400.77 FL
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
102
400.92
400.91
400.89
REVISION DATE DESCRIPTION
1 2/21/19 REVISIONS TO CURB & GUTTER401.23401.41401.23401.69401.51401.67402.01401.78401.95401.73401.93402.19402.45402.27402.09400.71401.38401.85401.58401.76401.56402.02401.72401.15401.30401.08401.57401.73401.81402.15402.05402.51401.98401.88402.22401.75401.60401.82401.91401.1721.1'(401.92)(402.37)14'(402.15)(400.94)3/28/192 REVISED CL ELEVATIONS
2
400.82
400.85
400.88
1
3
08/22/193 REVISED SW CURB RETURN
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23RD St
"23RD" LINE CHESTER AveCHESTER Ave
FP
PP P
P P
PP
FP
FP
CONC
CONC
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga068.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7 8 9402.99403.00403.02402.97402.92402.86402.84403.49403.60403.20403.20402.95402.94403.20402.83402.78403.20403.21403.21403.21402.65402.67402.72403.12403.42402.93(403.68)(403.57)(403.82)(403.40)11'2'5'1'5'8'19'11'5'8'5'402.76402.77402.67402.94403.00402.937'7'19'
C-68
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
402.38 FL
3À/4
402.42 FL
À/2
402.46 FL
À/43À/4
402.74 FL
À/2
402.70 FL
À/4
402.67 FL
402.76 FL
À/2 402.72 FL
À/4
402.67 FL
À/2
3À/4
402.63 FL
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
103
REVISION DATE DESCRIPTION
1 REVISED CL ELEVATIONS3/28/19403.24403.40402.83402.94402.99403.10402.93403.06403.04403.44403.46403.43403.41403.38(403.77)(403.62)403.04403.44402.93403.10402.98403.38403.08402.95403.45402.85402.65403.39402.19402.80402.6612.3'1402.93CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23RD St
"23RD" LINE
K StK St
P
P
P
PPP
CONC ASPHASPHASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga069.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
1 2 3(403.98)(404.14)(403.92)(403.94)403.84403.34403.82403.33403.33403.32403.67403.67403.66403.65403.65403.34403.34403.64403.22403.24403.28403.32403.36403.38403.67403.755'16'5'13'10'18'5'10'5'18'403.26403.33403.33403.32403.16403.26403.29403.347'7'19'15'C-69
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
À/2
403.28 FL
403.24 FL
3À/4
403.22 FL
À/4
403.00 FL
À/2
À/2
403.20 FL
403.11 FL
3À/4
403.14 FL
À/2
403.10 FL
À/4
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
104
REVISION DATE DESCRIPTION
1 REVISED CL ELEVATIONS3/28/19 403.75403.69403.24403.42403.30403.47403.36403.50403.43403.88403.92403.96403.92403.51403.23403.78403.30403.44403.34403.46403.52403.56403.88403.31403.38403.65403.37(403.98)(404.01)403.18403.361403.70CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
23RD St
"23RD" LINE L StL St
P
P ASPHASPH
ASPHASPH
CONCASPH
23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga070.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
4
395 6404.17404.22404.20404.14404.63404.08404.24404.16404.16404.06404.15404.20404.23404.37404.46404.28404.41404.43(404.20)(404.64)(404.35)(404.21)(404.46)(404.24)404.26(404.65)(404.65)12'
12'
2'17'13'6'18'
2'14'12'2'
18'17'6'19'404.06404.06404.00403.93403.93403.72404.015'13'(404.00)13'
C-70
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
403.78 FL
À/2
403.51 FL
À/2
403.63 FL
À/2
403.58 FL
À/4
3À/4
403.59 FL
403.82 FL
À/2
RELINQUISHMENT
LIMIT OF
4. CONCRETE CURB RAMPS SHALL BE PROMENADE BLEND COLOR.
3. SEE LAYOUT SHEETS FOR INFORMATION NOT SHOWN.
2. ELEVATIONS SHOWN IN PARENTHESES MATCH EXISTING.
1. GRID DIMENSIONS ARE 20'X20' UNLESS OTHERWISE NOTED.
105
REVISION DATE DESCRIPTION
1 REVISED CL ELEVATIONS3/28/19404.60404.52404.66404.46404.50404.06403.99403.69404.68404.43(404.26)(404.52)404.4122'
22'
(404.67)(404.70)19.3'19.1'404.09404.03404.08403.82 403.70403.53
8/27/192 REVISED ELEVATIONS
2
2
2
2
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1
23RD St"23RD" LINE
M StM StEB ROUTE 178
"E178" LINE
ASPH
DIRT
AS
P
HCONC
ASPH ASPH+00.00 PVIElev 410.62+80.00 BVCElev 410.39+95.00 PVIElev 410.35+10.00 EVCElev 409.60+45.00 BVCElev 402.85-0.28%
-5.00%30' VC
FG
OG
FG
OG
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga071.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FF
F1
220
1 2
410
20+00
1
2
CONSTRUCTION DETAILS
C-71
SCALE: 1" = 20'
"KR1" LINE
VERT - 1" = 2'
SCALE: HORIZ - 1" = 20'
21+00 22+00
405
400
415 415
410
405
400SEE SHEET C-72MATCH LINE "KR-1" 22+50SEE SHEET C-72
MATCH LINE "KR-1" 22+50
20+27.21 EC
35.84' Rt +00.68
(410.51)
MATCH Exist
22.18' Lt +29.32
(410.61)
MATCH Exist
R=10'
R=10'
132.63
N6022'
A
No.#R
CURVE DATA
T L
A
B
25'15.13'27.21'AANOT TO SCALE
10
4'4'
EP
2'2'
EP HPHP
2%5%5%
PG
FLATTER
3:1 OR
FLATTER
3:1 OR
OG
254.17' Rt "EBL" 312+06.85
"KR1" 20+00 BC=20
TOE OF FILLTOP OF FILL
TOE OF SLOPE
TOE OF SLOPE
CONFORM
SAWCUT AND
106
20+42.12 BC
8'
6
B
21+59.84 BC
100'58.79'106.30'
1
REVISION DATE DESCRIPTION
1 06/07/19 REMOVED RW No. 314
22+43.07 PRC
B
6
6
94'55.96'100.95'
1
1
1
8'
6:1
2.5:1
2'
2
08/16/192 ADDED SWALE AT TOE OF SLOPE
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
KERN RIVER Pkwy TRAIL
"KR1" LINE R/W2
4
TH
St
622
SECTION A-A
LINE
"KR1"
605
613
ASPHASPH6
25
43
25
3 4
6+60.00 PVIElev 402.10+75.00 EVCElev 402.05+05.00 BVCElev 401.31+20.00 PVIElev 401.27+35.00 EVCElev 402.02+23.80 BVCElev 406.46+38.80 PVIElev 407.21+53.80 EVCElev 407.43-0.32%
5.00%
30' VC
30' VC
30' VC
OG
FG
OG
FG
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga072.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
25
3
4
6
405
23+00
"KR1" LINE
VERT - 1" = 2'
SCALE: HORIZ - 1" = 20'
24+00 25+00
400
395
410
CONSTRUCTION DETAILS
C-72
SCALE: 1" = 20'
26+00MATCH LINE "KR-1" 22+50SEE SHEET C-71410
405
400
395
"KR1" 26+71.67 PT=
71.82' Rt "EB2" 317+63.59
No.#R
CURVE DATA
T L
B 94'55.96'100.95'
C
D 46'9.42'
E 25'19.91'
18.58'
33.63'
11.00'
N5507'
8'MATCH LINE "KR-1" 22+50SEE SHEET C-71107
1585'178.59 355.67
26+60.67 EC
25+85.08 PRC
23+43.27 BC
77.12'
N5842'
22+66.14 EC
D
E
26+19.16 PRC
TOE OF SLOPE
C6
B
C 6
"KR1" LINE
8'
TOE OF SLOPE
26+50.95 EC
D
E
26+17.32 PRC
25+98.74 PRC
06/07/19
8.89'
No.#R
CURVE DATA
T L
C
D
E
1585'
46'
25'
178.59'
9.42'
19.91'
355.67'
18.58'
33.63'
REMOVED RW No. 314
1
1 1
21
11/01/192 REVISED PATH PROFILE
5%5%
2'
2
FLATTER
2:1 OR
SECTION B-B
NOT TO SCALE
LINE
"KR1"
4'4'
EP
2'2'
EP HPHP
2%
PGFLATTER
3:1 OR
OG
6:1
6
FILL
TOE OF
22
BB SOUTH OF BIKE PATH INTO PARK.
ACHIEVE POSITIVE SLOPE TO DAYLIGHT PIPE
COVER OF PIPE WILL BE DEPENDENT TO
PIPE SHALL BE 4" SCHEDULE 80.
"WALL DRAIN DETAIL."
"RETAINING WALL, GUTTER OUTLET" AND
PURSUANT TO CALTRANS STD PLAN B3-6
GRATED AREA DRAIN WITH CONCRETE APRON
3 10/01/21 AS-BUILT
3
REVISION DATE DESCRIPTION
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
O
AK
St
R/W613
125
230
770
"KR1" LINE
125
230
770
P
A
SPH
ASPHASPH ASPH
ASPH+10.00 PVIElev 410.31+25.00 BVCElev 410.61+50.00 PVIElev 411.11+75.00 EVCElev 411.19+00.00 BVCElev 411.57+25.00 PVIElev 411.65+50.00 EVCElev 412.24+75.00 BVCElev 412.84+00.00 PVIElev 413.43+25.00 EVC2.00%
0.31%
2.37%
50' VC
50' VC
50' VC
OG Elev 413.560.43%Elev 413.54+30.00 PVIFG
CONFORM
BACK OF SW
CONFORM TO
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga073.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
F
FF
F
415
30+00
"KR2" LINE
VERT - 1" = 2'
SCALE: HORIZ - 1" = 20'
410
405
420 420
415
410
405
31+00 32+00 33+00
CONSTRUCTION DETAILS
C-73
SCALE: 1" = 20'
30
1
2
3
4
30+00 PT=
"KR2"
313+54.52
44.50' Lt "WBL"
30+15 BC
30+39.56 PRC
31+86.26 EC
33+03.86 PI
"KR2" 34+03.86 PT=
438.82' Lt "WB2" 314+28.34
4.00' Rt +03.86
MATCH Exist
117.60'
N5118'
100.00'
N4714'
(409.95)
MATCH Exist
1' Min
G
F
No.#R
CURVE DATA
T L
F
G
50'
170'
12.53'24.56'
78.27'146.70'
(PROTECT IN PLACE)
Exist POLE
4'4'
2'
EP HP
TRAIL
Exist
OG
Var
10
2%Var
NOT TO SCALE
PG
AABB4'4'
2'
EP HP
2'
EPHP
5%2%
10
PG
5%
FLATTER
3:1 OR
OG
FLATTER
3:1 OR
NOT TO SCALE
8'
6
TOE OF SLOPE
TOE OF SLOPE
16.27' Lt +30
SAWCUT
0-12.3'
EP
Exist
1'3000.00+50
411.08
+75
412.52
+00
413.28
+25
413.50 +50
413.61 +75
413.67
+00
413.78CONFORM
SAWCUT AND
108
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
KERN RIVER Pkwy TRAIL
"KR2" LINE
280
492
LINE
"KR2"
SECTION B-B
LINE
"KR2"
SECTION A-A
24TH St R/WR/WR
/W
P
DIRT
ASPHASPHDIRTASPHASPHDIRTCONC
CONC
ASPH
P ASPHASPHASPHCONCASPHASPH
P PFF
FF
F FFx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga074.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
9 1 2 3 315491234315
310
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET C-75MATCH LINE "WB2" Sta 315+50R/W
R/W
R/W R/W
"EB2" LINE
"WB2" LINE
CONSTRUCTION DETAILS
(AERIALLY DEPOSITED LEAD)
SCALE: 1" = 50'
C-74
NO ADL WORK THIS SHEET
ROADWAY EXCAVATION (TYPE Z-2)
LEGEND (SHEETS C-74 TO C-81):
109
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St "WBL" LINE
"EBL" LINE
Kern River
400400400P
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHCONC390
405410405
400
4004054
0
5
4054054
0
5
40
5
4
05
405
405
405
405
405405405405
ASPH
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
PP
PP
P
P
P
PP
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHASPHASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPHCONC
ASPH
405400390405405P
PP
P
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga075.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FFCF260
2651234FFFFFFC
CFC
3206789
1 2
3206789
1
21012347
89FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET C-76MATCH LINE "WB2" Sta 322+50SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR
/
W
R/WR/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT MATCH LINE "WB2" Sta 315+50SEE SHEET C-74C-75
SCALE: 1" = 50'
CONSTRUCTION DETAILS
(AERIALLY DEPOSITED LEAD)
Beg REMOVAL
"EB2" 318+80
REMOVAL DEPTH 0.5'
20'
110
20'CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
REVISION DATE DESCRIPTION
10/01/21 AS-BUILT1
1
10/01/21
20' FROM EP.
REVISED ADL LIMITS,"WB2" LINE
"EB2
" L
INE
"OAK-1" LINE24TH StOAK StOAK St"OAK-2" LINEOLIVE StOAK St"OAK-1" LINE
PP
P
P
P
P
pPOOLASPH
ASPHCONC
ASPHASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPH
ASPH ASPHCONC
CONCCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPHASPHCONC
CONCCONC
CONCCONC
ASPH24TH ST
ELM STASPHELM STASPHBEECH STASPHASPHMYRTLE STASPHSPRUCE STP
P
ASPHASPH
P
P
P
P
P
P
PPP
P
PP
PPPP
P
C
O
NC
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOO LPOOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOLFC
F FF FF F
FFFF
F
F
F
F F
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga076.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
UB UB
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET C-77MATCH LINE "B" Sta 336+50R/W
R/W
R/W
R/W
MATCH LINE "WB2" Sta 322+50SEE SHEET C-75C-76
SCALE: 1" = 50'
CONSTRUCTION DETAILS
(AERIALLY DEPOSITED LEAD)
Beg REMOVAL
"B" 332+02
END REMOVAL
"B" 334+81
REMOVAL DEPTH 0.5'
62.80' Rt "EB2" 324+05
END REMOVAL
DEPTH 0.5'
REMOVAL
END REMOVAL
Beg REMOVAL
END REMOVAL
43.20' Rt "EB2" 327+95
Beg REMOVAL
REMOVAL DEPTH 0.5'
4.50' Rt "EB2" 325+10
3.15' Rt "EB2" 326+44
8.80' Rt "EB2" 326+89
20'20'
DEPTH 0.5'
REMOVAL
20'
111
20'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
REVISION DATE DESCRIPTION
10/01/211 AS-BUILT
1
10/01/21
20' FROM EP.
REVISED ADL LIMITS,
24TH StCarrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St"B" LINE
"EB2" LINE
"WB2" LINE
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
P
P POOLDENSE TREES
ASPHP
PP
PPP P
PP
P
P
P
CONC
CONC
ASPHASPHPOOLCONCCONC
DENSE TREES
ASPHPOOLPOOLPOOLSDENSE TREESASPHDENSE TREESASPHCONC
CONC
CONC ASPHCEDAR STASPHCONCPINE STCONC POOL POOLALDER STPOOL
F F F F F F
FF F F F F
F
FFF F
FF
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga077.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7
340
345
7 8 9 1 2 3 4 6
4
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET C-78MATCH LINE "24TH" Sta 347+50R/W
R/W
R/W
R/WMATCH LINE "B" Sta 336+50SEE SHEET C-76C-77
SCALE: 1" = 50'
CONSTRUCTION DETAILS
(AERIALLY DEPOSITED LEAD)
NO ADL WORK THIS SHEET
112
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH StPINE StCEDAR StALDER StPINE StCEDAR StA St"B" LINE
"23RD" LINE
"24TH" LINE
P
PP
PP
P
ASPHASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
24TH ST
B STASPHC STP
P
P
PP
CONC
CONCPOOLCONCASPHASPH CONC
PPP
P
PP
P
P
P
P
P
P
P
P
P
PP P P
P
P
POOLPOOL CONC CONCCONCPOOLPOOL
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPHASPHASPH ASPH
ASPHASPH
ASPHASPHASPH
ASPH
A
S
P
H
ASPHASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
CONC
CONCASPH
CONC
ASPH
ASPH
CONCCONCC STDRAKE STASPHASPHASPHD STE ST23RD ST
23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga078.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FF
F
F
F
350
355
360
8
9
1 2 3 4 6 7 8 9
34
5
3
5
0
35567
8
9
12
3 4 6 7 8
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET C-79MATCH LINE "24TH" Sta 360+50SEE SHEET C-79MATCH LINE "23RD" Sta 358+50R/W
R
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 347+50SEE SHEET C-77C-78
SCALE: 1" = 50'
CONSTRUCTION DETAILS
(AERIALLY DEPOSITED LEAD)
Beg REMOVAL
END REMOVAL
"23RD" 347+29
"23RD" 348+60
DEPTH 0.5'
REMOVAL 20'
113
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
23RD St"24T
H
"
L
IN
E
"
2
3
RD" LI
NEBAY StB StC StD StE StC StDRAKE StENCINA St
ASPHASPHP
PP
PP
P
P
P
PP
P
P
P PP P P PP P P
PP
P
PP
P
P
P
P
P
P
P
P
P
PP
P
PP
PPPP
ASPH
ASPH ASPHASPHCONC
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
P
P
P
P
P
P
P
P
P
P
P P
PPP
PPP
P
FPP P
P
P
P
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH
ASPH ASPHASPH
CONC
CONC
ASPH ASPHCONC
ASPH
ASPH
CONC
ASPH ASPH
ASPH
ASPHASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH EYE STASPHASPHH STH STG STF ST24TH ST
23RD ST
25TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga079.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
9 1 2 3 4 6 7 8 9 1 2 SEE SHEET C-80MATCH LINE "24TH" Sta 374+50SEE SHEET C-80MATCH LINE "23RD" Sta 372+50FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 360+50SEE SHEET C-78MATCH LINE "23RD" Sta 358+50SEE SHEET C-78C-79
SCALE: 1" = 50'
CONSTRUCTION DETAILS
(AERIALLY DEPOSITED LEAD)
NO ADL WORK THIS SHEET
114
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
23RD St
"24TH" LINE
"23RD" LINE G StH StF StF StG StH StEYE StEYE St
PP
A
SPH
ASPH
ASPHASPH
TRAILER
CONCCONC
ASPH
P
P
P P
ASPHCONCASPH
CONC
FPASPHASPHASPHASPH
ASPHASPH
CONCCONC
ASPH
ASPHASPH
ASPH CONCA
SPHCONCCONC
CONC
ASPHASPHASPHP
P
P
P
PPPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
P
PP
FP
P
FP
ASPH
ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPHASPHCONC
CONC
ASPHASPHASPHASPHASPH
ASPHCONCCONCASPHCONC
CONC
ASPH
ASPH
CONCASPH
ASPH CONCASPHASPHASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPHASPH
ASPH
24TH ST
23RD ST M STL STL STK STASPHCHESTER AV25TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga080.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6
77 8395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123 SEE SHEET C-81"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
MATCH LINE "24TH" Sta 374+50SEE SHEET C-79MATCH LINE "23RD" Sta 372+50SEE SHEET C-79SCALE: 1" = 50'
CONSTRUCTION DETAILS
(AERIALLY DEPOSITED LEAD)
C-80
NO ADL WORK THIS SHEET
115
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
23RD St L StK StK StL StM StM StCHESTER AveCHESTER Ave"E178" LINE"W
178" LIN
E"24TH" LINE
"23RD" LINE
P ASPHA
SPH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHASPH
ASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH ST
25TH ST
N STQ STASPHP
P
FP
ASPHASPHASPHCONC
CONC CONCASPH
ASPHASPH23RD ST M STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga081.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
F
F
FF F
F
C
FC F400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
395 67
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
R
/W
R
/W
R
/W
R/W
R/W
R/WMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET C-80C-81
SCALE: 1" = 50'
CONSTRUCTION DETAILS
(AERIALLY DEPOSITED LEAD)
Beg REMOVAL
"E178" 397+09
END REMOVAL
"E178" 402+00
10'
5'
REMOVAL DEPTH 1'
121 CY
Beg REMOVAL
"E178" 398+54
END REMOVAL
"E178" 403+31
5'
Beg REMOVAL
"W178" 396+18
END REMOVAL
"W178" 403+75
15'
7'
5'
REMOVAL DEPTH 1'
81 CY
REMOVAL DEPTH 1'
247 CY
REMOVAL DEPTH 1'
115 CY
END REMOVAL
"W178" 405+50
Beg REMOVAL
"W178" 399+10
16'3'
116
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
WB ROUTE 178
EB ROUTE 178
"W
178"
L
IN
E
"E178" LINEM StN StO StM StN StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
LINE
"24TH" LINE
"23RD"
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga082.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
C-82
CONSTRUCTION DETAILS
NO SCALE
FL
FL
TRANSITION10'
CONCRETE
CONCRETE CURB TRANSITION No. 1
STATION PER PLAN
Beg CITY TYPE "B" CURB
TYPE E
FL
FL
TRANSITION10'
STATION PER PLANSTATION PER PLAN
TYPE B2-6 TO TYPE E
FL
FL
TRANSITION10'
CURB (TYPE B2-6)
(TYPE E)
HA DIKE
STATION PER PLAN
Beg CURB (TYPE B2-6)
TRANSITION No. 3
CONCRETE CURB TO HA DIKE
CITY TYPE "B" CURB (Hz=6")
CITY TYPE "B" CURB (Hz=8")
117
........
............................
........
................................2'-6"TENSION WIRELINE POST
BAR BAND
POST
LINE POST
WILDLIFE OPENING 8"LINE POST
TENSION WIRE
BAR BAND
TENSION WIRE8"
STRETCHER BAR
‚" x ƒ"
STRETCHER BAR
NOTES:
1. STRETCH AND SECURELY FASTEN THE FABRIC TO THE POSTS PRIOR TO CUTTING THE 8"X8" WILDLIFE OPENING.
2. THE 8"X8" WILDLIFE OPENING SHALL BE SPACED A MINIMUM OF 100 FT APART ALONG THE LENGTH OF THE FENCE.
3. FOR ADDITIONAL CHAIN LINK FENCE DETAILS, SEE STANDARD PLANS A85, A85A AND A85B.
HA
HA DIKE (TYPE E)
Beg HA DIKE (TYPE E)Beg HA DIKE (TYPE E)
HA
HA DIKE TRANSITION No. 2
CITY TYPE "B" (Hz=8") TO CITY TYPE "B" (Hz=6")
BOG
STRETCHER BAR
‚" x ƒ" FLAT Gal
CHAIN LINK FENCE (TYPE CL-6) Mod
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga083.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
C-83
CONSTRUCTION DETAILS
NO SCALE
R=0.5"12"6"
1.5"
24"2"6"9.0"
5.0"4.0"6.0"SIDEWALK0.5% MIN4' CROSS GUTTERA
A CITY R/W
FL
R=5'
2'2'Var
FL
6"
Max6.66%
Max8.33%
Max
8
.33% SECTION A-A
MATCH Exist Elev
Exist SW
FLOWLINE (FL)
H
CURB HEIGHTS ARE 6" UNLESS OTHERWISE NOTED
CONTROL Pt
TOP OF CURB (TC)
(2%)
*
*
NOTES:
6
6
FL
W
SEE NOTE 1
SEE NOTE 2
2"
*
*UNLESS OTHERWISE NOTED
(Typ)
R=0.5"
(Typ)
R=0.5"
2' Gtr
2' Gtr
BREAK
GRADE 6.5"4"16.5"(UNLESS OTHERWISE NOTED)
CURB RAMP TYPE 5
PARKWAYSEE NOTE 1
ADJACENT TO Exist SW 1.5% Max1.5% Max
6. "Ret CURB" SHOWN IN PLANS REFER TO CT Std PLAN A87A TYPE A1-6 CURB UNLESS OTHERWISE NOTED.
5. FOR DETAILS NOT SHOWN SEE CT Std PLAN RSP A88A.
4. FOR DETAILS NOT SHOWN SEE CT Std PLAN A87A.
3. FOR DETAILS NOT SHOWN SEE CITY OF BAKERSFIELD Std PLAN ST-3.
2. FOR DETAILS NOT SHOWN SEE CITY OF BAKERSFIELD Std PLAN ST-2.
1. FOR DETAILS NOT SHOWN SEE CITY OF BAKERSFIELD Std PLAN ST-1.
CITY COMMERCIAL DRIVE APPROACH (TYPE A)
SEE NOTES 3 & 5
.
.
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
6"VARIES(Typ)
R=0.5"6"RETAINING CURB
CITY TYPE "B" CURB
CITY TYPE "B" CURBH*CURB HEIGHTS ARE 6" UNLESS OTHERWISE NOTED*
5'
R/W
CITY
MEDIAN CURB
CITY TYPE "M"
9.0"
5.0"4.0"6.0"SEE NOTE 2
(Typ)
R=0.5"6.5"4"16.5"MEDIAN CURB
CITY TYPE "M" Mod
#4 REBAR Long
118
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga084.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
C-84
CONSTRUCTION DETAILS
NO SCALE
NOTES:
SIDEWALK 1"
DRIVEWAY 1
0'
SIDEWALK
1
0'
DRIVEWAY
FRONT SIDEWALK BACK SIDEWALK1.0"Min.6.0"1.0"Min.6.0"BACK SIDEWALK
2 - #4 Rebar Full Width of Drive
6.0" x 6.0" - #10 x #10 EWWM
2 - #4 Rebar Full Width of Drive
6.0" x 6.0" - #10 x #10 EWWM
1"
SIDEWALK WIDTH NOTED ON PLANS
SIDEWALK WIDTH NOTED ON PLANS
Exist SW
MATCH
5'
Exist SW
MATCH
Max6.66%
Max6.66%
FRONT SIDEWALK
CITY COMMERICIAL DRIVE APPROACH "TYPE B-1"CITY RESIDENTIAL DRIVE APPROACH "TYPE B-2"
*UNLESS OTHERWISE NOTED
*
*UNLESS OTHERWISE NOTED
*
SEE NOTE 1
SEE NOTE 1
*UNLESS OTHERWISE NOTED
*
6.
6
6
% Ma
x
6.
6
6
% Ma
x *
*UNLESS OTHERWISE NOTED
CITY COMMERICIAL DRIVE APPROACH "TYPE B-1" (ISOMETRIC VIEW)CITY RESIDENTIAL DRIVE APPROACH "TYPE B-2" (ISOMETRIC VIEW)
1. FOR DETAILS NOT SHOWN SEE CITY OF BAKERSFIELD STD PLAN S-4
1.
5
% Ma
x
Max
1.5%
1.5% Max
1.
5
% Ma
x
10'*
R/W
CITY
10'*
R/W
CITY
Max7.5%
84" FOR 8" CURB
60" FOR 6" CURB
84" FOR 8" CURB
60" FOR 6" CURB
Ma
x
1.
5
% Ma
x
1.
5
%
119
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
REVISION DATE DESCRIPTION
10/01/211 AS-BUILT
3'
3'
WIDTH TO MATCH SIDEWALK
DETECTABLE WARNING SURFACE
WIDTH TO MATCH SIDEWALK
DETECTABLE WARNING SURFACE
3'
3'
WIDTH TO MATCH SIDEWALK
DETECTABLE WARNING SURFACE
WIDTH TO MATCH SIDEWALK
DETECTABLE WARNING SURFACE
1
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga085.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
C-85
CONSTRUCTION DETAILS
NO SCALE
TYPE 1 TYPE 2 TYPE 3
TYPE 4 TYPE 5
CURB RAMPS (CITY JURISDICTION)Typ 6"Max
SIDEWALK
3'-0"TYPE 6
TYPE 3 Mod
TYPE 7Typ 6"SW
SW
SW
SW
OF SIDEWALK
FRONT EDGE
AREAPLANTINGAREAPLANTINGRAMP)
SIDES OF
CURB (BOTH
RETAINING
SIDEWALK
EDGE OF
FRONTMaxSIDEWALK
EDGE OF
FRONT Typ6"Typ
6"
Typ
6"
SIDEWALK
SIDEWALK
SIDEWALK
MaxMax
OF SIDEWALK
FRONT EDGE
OF SIDEWALK
NECESSARY AT EDGE
RETAINING CURB IF
SIDEWALKTyp6"SIDEWALK
EDGE OF
FRONT
SIDEWALK
1.5% Max
4'-6" Min 4'-6" Min
Min
4'-0"
CURB
RETAINING
Max
OF SIDEWALK
FRONT EDGE
OF SIDEWALK
NECESSARY AT EDGE
RETAINING CURB IF
SIDEWALKTyp6"1.5% Max
Max
Max
Max
1.5%
6"
Typ
1.5%
IF NECESSARY
RETAINING CURB
Max
RETAINING CURB
EDGE OF SIDEWALK
IF NECESSARY AT
RETAINING CURB
Gutter not shown
TYPE 8
NOTE:1.5% Max1.5% MaxBEGIN CURB RETURN
SIDEWALK
RETAINING CURB AT EDGE OF
IF NECESSARY, CONSTRUCT Typ 6"Max
SIDEWALK
BEGIN CURB RETURN
SIDEWALK
RETAINING CURB AT EDGE OF
IF NECESSARY, CONSTRUCT
TYPE 6 ModMax10.0%Pkwy
Max
1.5%Min4'-2" 1.5% MaxAT CURB
9.0% Max
AT CURB
9.0% Max
5'-0"
1.5% Max
Max1.5% 1.5% MaxMin4'-2"Max1.5%AT CURB
9.0% Max AT CURB
9.0% Max
5'-0"Max1.5%Max1.5%Max1.5%5'0"5'-0"
1.5% Max
Max1.5%7.5%Max7.5% Max
7.5%
Max
7.5%
7.5%7.5%
7.5%
Max
1.5%Min4'-2"Max1.5%AT CURB
9.0% Max
Max7.5%
Max
1.5%Min4'-2"Max1.5%Max7.5%5'-0"
7.5%Max1.5%Max
1.5%Max7.5%9.0%
Max
1.5%Max1.5%5'-0"5'-0"
Max
7.5%Max1.5%Max7.5%5'-0"5'-0"Max1.5%7.5%Max1.5%5'-0"
1.5% Max 5'0"Max1.5%RSP A88A AND RSP A88B.
FOR INFORMATION NOT SHOWN, REFER TO CALTRANS STD PLAN
7.5%
120
Typ 6"SW
RETAINING CURBMax7.5%Max
1.5%Max1.5%5'-0"
Max
7.5%Max1.5%Max
1.5%
SW
5'-0"TYPE 8 Mod
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga086.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
C-86
CONSTRUCTION DETAILS
NO SCALE
A
A
PLAN
NOTES:
MINOR CONCRETE (TEXTURED PAVING)
STAMPED CONCRETE DETAIL
1.
36"
•" DEEP JOINTS
36"TEXTURE
FRACTURED ROCK
FOR LIMITS OF STAMPED CONCRETE, SEE X AND L SHEETS.
12"
(SEE S SHEETS FOR LOCATIONS)
FOR ROADSIDE SIGN POSTS
PROVIDE OPENING IN Conc
12"SECTION A-A
PATTERN
STAMPED STONE
10
SOUND WALL
MINOR CONCRETE (TEXTURED PAVING)
STAMPED CONCRETE DETAIL
B
B
PLAN
SECTION B-B
2.MINOR CONCRETE (TEXTURED PAVING) SHALL BE COLORED CONCRETE, COLOR MATCH PROMENADE BLEND.
CONCRETE CURB
CONCRETE CURB
STAMPED STONE PATTERN
STAMPED STONE PATTERN
DETAIL
ROADSIDE SIGN LOCATIONS
DETAIL
CONCRETE CURB
SOUND WALL
STAMPED STONE PATTERN
Var
2%
18"
ADJACENT TO TOP OF CURB
OP OF CONCRETE SET FLUSHT
10
2%
18"
10
ADJACENT TO TOP OF CURB
OP OF CONCRETE SET FLUSHT
ADJACENT TO TOP OF CURB
OP OF CONCRETE SET FLUSHT
10
CITY CURB TYPE "M"
CITY CURB TYPE "M"
CITY CURB TYPE "M" Mod
2%
18"
ADJACENT TO TOP OF CURB
OP OF CONCRETE SET FLUSHT
2%
18" ADJACENT TO TOP OF CURB
OP OF CONCRETE SET FLUSHT
10 10
RETAINING CURBRETAINING CURB
CITY CURB TYPE "M" Mod
PROMENADE BLEND COLOR
MINIOR CONCRETE
CITY CURB TYPE "M"
CITY CURB TYPE "M"
121
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
REVISION DATE DESCRIPTION
10/01/211 AS-BUILT
3.STAMPED STONE PATTERN NAME IS "FLAGSTONE"
DAVIS COLOR BRICK RED
SEE NOTE 3
DAVIS COLOR BRICK RED
1
1
1
10/01/21
MEDIAN
Sta "23RD" 349+62.92 TO 351+19.00
Sta "B" 338+09 TO 338+76
NARROW MEDIAN
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5217-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga087.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
4
Const Jt
25
7"7"1'-6"•32"OPTIONAL
Conc BARRIER
1•" Min36" Max12"
#4 @ 128"8"8"8"3"VARIES
SEE NOTE 1
OFFSET ROADBED SURFACES
0% SLOPE
NOTES:
3. REINFORCING STIRRUP NOT REQUIRED FOR ROADBED OFFSETS LESS THAN 1'-0".
4. FOR ROADBED SURFACES OFFSET GREATER THAN 1•" AND LESS THAN OR EQUAL TO 3",
OR EQUAL TO 8", USE TWO #4 Reinf AT 3" ABOVE THE LOWER ROADBED SURFACE.
FOR ROADBED SURFACES OFFSET GREATER THAN 8" AND LESS THAN OR EQUAL TO 12",
USE TWO #4 Reinf AT 3" ABOVE THE LOWER ROADBED SURFACE AND TWO #4 Reinf
AT 8" ABOVE THE LOWER ROADBED SURFACE. FOR ROADBED SURFACES OFFSET GREATER
THAN 12" AND LESS THAN OR EQUAL TO 36", USE TWO #4 Reinf AT 3" ABOVE THE LOWER
ROADBED SURFACE AND TWO #4 Reinf AT EVERY 8" INCREMENT VERTICAL SPACING
ABOVE THE FIRST TWO #4 Reinf.
C-87
CONSTRUCTION DETAILS
NO SCALE
CONCRETE BARRIER
Exist BRIDGE
10' TRANSITION
BBSECTION A-A
SEE NOTE 2
#4 BAR
PLAN
•
CONCRETE BARRIER TYPE 60SC TRANSITIONVarAAVar
COMPACTED BASE
Pvmt OR WELL
#5 5'-0" Tot 410"5"
DIRECTION OF TRAVEL
TYPE 60SC
CONCRETE BARRIER
2. FOR END ANCHORAGE DETAILS NOT SHOWN SEE Std PLAN A76H.
1. FOR DETAILS NOT SHOWN SEE Std PLAN A76G.
TYPE 60SC
CONCRETE BARRIER
NO Reinf REQUIRED. FOR ROADBED SURFACES OFFSET GREATER THAN 3" AND LESS THAN
6"
6"
7"
7"
5"
122
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
P ASPHCONCP
P
P
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5317-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga088.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
TCE
Dwy TYPE "B-1"
180.28' Lt "WB2" +17.27
203.41' Lt "WB2" +34.14
191.60' Lt "WB2" +41.20
164.20' Lt "WB2" +73.56
MATCH Exist
(404.28)
MATCH Exist
(404.31)
MATCH Exist
(404.43)R/WR/WR/WCONSTRUCTION DETAILS
152.13' Lt "WB2" +27.61
195.24' Lt "WB2" +44.03
MATCH Exist
(403.38)
148.57' Lt "WB2" +63.01
SCALE: 1" = 10'C-88
4'
5'6
404.82
404.64
404.50
RESIDENTIAL Dwy No. 1
403.93 FL
W=10'
191.11' Lt "WB2" 326+89.58
191.77' Lt "WB2" +96.33
404.11
191.77' Lt "WB2" +96.33
404.11
184.07' Lt "WB2" +90.21
404.13
123
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21BEECH St
PPP
CONC
CONC
POOLASPH2 3
1
1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5317-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga089.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
Dwy TYPE "B-1"
399.92 FL
W=12'
• Sta +07.14
83.22' Lt "B" +50.91
73.01' Lt "B" +50.91
63.51' Lt "B" +30.43
107.52' Lt "B" +06.32
MATCH Exist
(399.96) FL
56.66' Lt "WB2" +52.01
400.09 FL
W=12'
• Sta +81.07
Dwy TYPE "B-1"
MATCH Exist
(400.18) FL
(400.95)
(401.13)
63.51' Lt "B" +18.43
MATCH Exist
(401.31)
MATCH Exist
(401.38)
R=23'
R=25'
R=5'
R=5'
89.76' Lt "WB2" +44.89
94.37' Lt "WB2" +82.24
72.92' Lt "WB2" +71.70
56.64' Lt "WB2" +63.86
5'5'
5'
5'
SCALE: 1" = 10'C-89
CONSTRUCTION DETAILS
64.91' Lt "WB2"+63.86
68.01' Lt "WB2"+30.43
73.01' Lt "WB2" +35.43
BC
MATCH Exist
(400.87)
401.00
401.04
401.17
401.17
RESIDENTIAL Dwy No. 2 & RESIDENTIAL Dwy No. 3
77.73' Lt "WB2" +44.85
89.84' Lt "WB2" +71.97
77.83' Lt "WB2" +70.84
400.92
400.36
400.86
BC
400.94
99.38' Lt "B" +17.58
400.17
91.69' Lt "B" +32.59
400.61
401.00
89.43' Lt "B" +16.60
400.14
6'
6'
124
R=8'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21MYRTLE St24TH St"WB2" LINE
"EB2" LINE
"B" LINE
P
OOL
CONC
CONC
ASPHPOOLx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5317-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga090.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
R/WR/WR/W
63.93' Lt "B" +93.35
63.94' Lt "B" +81.35
78.54' Lt "B" +03.30
90.81' Lt "B" +03.24
97.51' Lt "B" +72.89
104.52' Lt "B" +62.89
MATCH Exist
(401.05) FL
401.00 FL
W=12'
• Sta +62.89
Dwy TYPE "B-1"
74.32' Lt "B" +95.30
90.62' Lt "B" +95.26
402.01
74.37' Lt "B" +17.27
111.34' Lt "B" +95.21
111.37' Lt "B" +17.24
401.13 FL
W=20'
• Sta +27.22
Dwy TYPE "B-1"
117.39' Lt "B" +27.24
MATCH Exist
(401.17) FL
R=10'R=5'
MATCH Exist
(401.95)
MATCH Exist
(402.11)
MATCH Exist
(401.90)
MATCH Exist
(401.80)
R/W
CONSTRUCTION DETAILS
SCALE: 1" = 10'C-90
5'
402.01
401.52
401.52
RESIDENTIAL Dwy No. 4 & RESIDENTAIL Dwy No. 5
5'
5'5'
R=25'
R=25'
401.58
91.37' Lt "B" +17.24
401.55
85.51' Lt "B" +72.88
401.36
94.37' Lt "B" +85.01
401.61
401.41
6'
7'
125
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21PINE St24th St
POOLASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5317-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga091.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
R/WR/W
73.92' Lt "B" +31.35
85.80' Lt "B" +49.64
106.79' Lt "B" +49.79
114.07' Lt "B" +09.43
MATCH Exist
(400.77) FL
400.73 FL
W=14'
• Sta +09.40
Dwy TYPE "B-1"
MATCH Exist
(401.69)
MATCH Exist
(401.63)
R/W R/W5'5'
C-91
CONSTRUCTION DETAILS
SCALE: 1" = 10'
RESIDENTAIL Dwy No. 6
401.14
401.42
401.63
75.92' Lt "B" +31.36
401.31
85.50' Lt "B" +41.43
401.48
R=10'
401.10
93' Lt "B" +19.39
107' Lt "B" +19.42
74' Lt "B" +19.35
7'
126
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21CEDAR St24TH St
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5317-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga092.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
80.76' Lt "B" +87.97
80.81' Lt "B" +00.44
96.99' Lt "B" +00.36
96.98' Lt "B" +93.86
102.61' Lt "B" +93.87
81.45' Lt "B" +68.43
110.49' Lt "B" +56.00
MATCH Exist
(400.40) FL
60.64' Rt "B" +87.91
71.25' Lt "B" +68.38
MATCH Exist
(401.59)
MATCH Exist
(401.61)
MATCH Exist
(401.60)
Dwy TYPE "B-1"
CONSTRUCTION DETAILS
C-92SCALE: 1" = 10'R/WR/WR/W
R/W
5'5'
401.43
401.59
401.23
401.19
401.02
400.76
400.37 FL
W=16'
• Sta +55.92
RESIDENTIAL Dwy No. 7
102.48' Lt "B" +65.96
401.58
86.44' Lt "B" +65.91
R=20'
127
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21ALDER St24TH St
P
ASPH
ASPH
CONCCONC
CONC
ASPHP
ASPH
ASPH
ASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5317-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga093.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
340
3
CONSTRUCTION DETAILS
SCALE: 1" = 10'C-93
RESIDENTAIL Dwy No. 8 AND RESIDENTIAL No. 9
61.50' Rt "B" +64.93
55.50' Rt "B" +64.93
56' Rt "B" +36.17
55.50' Rt "B" +45.93
50.50' Rt "B" +53.09
400.09 FL
55.50' Rt "B" +59.93
70.35' Rt "B" +64.93
61.50' Rt "B" +45.93
70.35' Rt "B" +33.37
MATCH Exist
(400.83)
MATCH Exist
(401.13)
5'
6'
5'
6'
69.22' Rt "B" +23.43
63.22' Rt "B" +23.43
63.22' Rt "B" +18.45
400.10 FL
58.22' Rt "B" +10.95
63.22' Rt "B" +03.45
77.61' Rt "B" +93.67
MATCH Exist
(400.83)
69.22' Rt "B" +03.45
MATCH Exist
(401.41)
77.77' Rt "B" +23.43
333 334
7%8%
6.6%63.73' Rt "B" +95.61
400.21
400.54
400.56
400.65
400.77
400.63
400.21
400.52
400.47
400.63
400.75
400.56
1.5%
1.5%
128
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
REVISION DATE DESCRIPTION
1 10/01/21 AS-BUILT
1.4%
401.48
401.38
1.0%
4.1%
401.34
401.45
401.55
401.61
401.53
401.50
401.57
401.55
401.44
401.71
401.77
3.6%
401.63
1%
1%
1
1
10/01/21
24TH St
"B" LINE
"B" LINE
P
P
P
P
ASPHCONCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:5317-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>JXIA
DGN FILE =>06xxxxxxxxga094.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
CONSTRUCTION DETAILS
SCALE: 1" = 10'
TCE
TCE
2%61.36' Lt "WB2" +88.53
ANGLE POINT
65' Lt "WB2" +87.26
71' Lt "WB2" +77.68
6'
116.69' Lt "WB2" +50
119.23' Lt "WB2" +25
121.92' Lt "WB2" +00
124.75' Lt "WB2" +75
134.13' Lt "WB2" +00
130.86' Lt "WB2" +25
127.73' Lt "WB2" +50
2%405.01 FL
404.71 FL
404.42 FL
404.12 FL
403.83 FL
403.53 FL
403.23 FL
123.98' Lt "WB2" +78.23
122.52' Lt "WB2" +88.84
ANGLE POINT
71' Lt "WB2" +69.31
327
328
6'
6'
C-942%2%2%2%
2%
407.22
ANGLE POINT
406.82
ANGLE POINT
406.38
ANGLE POINT
406.22
ANGLE POINT
65' Lt "WB2" +00
406.63
65' Lt "WB2" +25
406.47
65' Lt "WB2" +50
406.27
65' Lt "WB2" +75
406.05
65' Lt "WB2" +00
405.81
65' Lt "WB2" +25
405.54
405.02
ANGLE POINT
65' Lt "WB2" +69.12
405.25
"WB2" +50
65' Lt
129
58' Lt "WB2" +00
406.54
58' Lt "WB2" +25
406.38
58' Lt "WB2" +50
406.18
58' Lt "WB2" +75
405.96
58' Lt "WB2" +00
405.72
58' Lt "WB2" +25
405.45
58' Lt "WB2" +70.91
404.74
ANGLE POINT
"WB2" +50
58' Lt
405.16
58' Lt "WB2" +79.35
406.56
ANGLE POINT
64' Lt "WB2" +81.46
406.64
ANGLE POINT
76.49' Lt "WB2" +71.85
406.74
ANGLE POINT1.5%
64' Lt "WB2" +89.62
404.29
ANGLE POINT
6'1.5%2.4%1
REVISION DATE DESCRIPTION
2 10/01/21 AS-BUILT
CCO No. 36 REVISED STRUCTURAL SECTIONS06/05/191
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
SHEET C-94r
SEE REVISED
10/01/21
"WB2" LINE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
REVISED SHEET
r
REVISION DATE DESCRIPTION
0 10/01/21 AS-BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
CONSTRUCTION DETAILS
C-94
129r
SCALE: 1" = 12'
10/01/21
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
C-94
NOTES:
REVISION DATE DESCRIPTION
0
1.
ONE 3" CONDUIT. WHEN A 3" CONDUIT IS USED, IT IS RESTRICTED TO THE BASE OF THE BARRIER.
MAXIMUM NUMBER OF CONDUITS IN THE BARRIER IS LIMITED TO TWO 2" CONDUITS ALONG WITH
SEE STANDARD PLANS ES-9A, ES-9B, ES-9C, ES-9D AND ES-9E FOR ELECTRICAL DETAILS. THE
2.FOR ELECTROLIER MOUNTING DETAILS, SEE STANDARD PLANS ES-6A AND ES-6B.
3.
SEE NOTE 2
• ELECTROLIER,
BOLTS, SEE NOTE 3
ELECTROLIER ANCHOR
4.
MINIMUM CONCRETE EDGE DISTANCE, TO THE REINFORCING SHOWN, SHALL BE MAINTAINED.
Tot2
#5 x 6'-6"
3'6'-2"
CB (TYPE 60MS)
PLAN
ELEVATION
PEDESTAL ELEVATION SECTION A-A
CB (TYPE 60MS)
06/19/19 REMOVED RW No.314
CONSTRUCTION DETAILS
NO SCALE
a
ADDITIONAL SHEET
a129
FG
10"36"24"
#5 5'-0"
Tot 4
9"
1'-8"
Min
1'-3‚"
LONG
#6 x 6'-0"
SEE PLAN VIEW
SPACED AS SHOWN,
Var
#5 TOTAL 4
2'-0" LEG
Reinf
LONGITUDINAL
BARRIER
EXTEND ALL
#5
TOTAL 2
Reinf
TYPICAL
EXTEND
BOTTOM, TOTAL 2
LONG, TOP AND
#5 x 6'-6"
CENTER
Clr3"PULL BOX
DRAIN TO LOW SIDE
9"1'-8"
1'-6"
Min
3'-0"
BOX
PULL
#5 TOTAL 4
• ELECTROLIER
#5 Tot 2
PULL BOX
#522"#5 TOTAL 5
ELECTROLIER, TOTAL 9
PLACE (4) #5 @ 8 EACH SIDE
A
A
FG
FOR DETAILS NOT SHOWN, SEE STANDARD PLANS RSP A76G, RSP A76H AND RSP B11-55.
Reinf
LONGITUDINAL
BARRIER
EXTEND ALL
FG
#4 3 PER SCUPPER
TOTAL 3 PER SCUPPER
#5 x 6'-0" LONG
2" Clr
3" OPENING
1 11/04/19 CONCRETE BARRIER SCUPPER DETAIL
1
CB (TYPE 60MS)
2'20'
SPACING
B
B
SECTION B-B
ELEVATION
FG
2'
#4 3 PER SCUPPER
TOTAL 3 PER SCUPPER
#5 x 6'-0" LONG
OPENING
CONCRETE BARRIER TYPE 60MS SCUPPER Mod
Beg Mod
STATION PER PLAN
2'
END Mod
STATION PER PLAN
2'
CB (TYPE 60MS)
10/01/212 AS-BUILT
1'0.6'STD PLAN A76A
PURSUANT TO CALTRANS
#5 DOWELS @ 24"
STRUCTURE CONCRETE MIX.
UNREINFORCED CONCRETE SLAB.
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
405
410410405400395405410410405390390390400
405
410
395 395395400400395410P
DIRT
ASPH
ASPH
ASPHASPHDIRTASPHASPHDIRTCONC
CONC
ASPH
P ASPHASPHASPHCONCASPH405400395405405410410405400395400400390
390410405400395405
410
ASPH
P P
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
410
410F FFF
F FF405
405
8 9 1 2 3 3154891234315
310
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
G-1SEE SHEET G-2MATCH LINE "WB2" Sta 315+50R/W
R/W
"EB2" LINE
"WB2" LINE
CONTOUR GRADING
SCALE: 1" = 50'
R/W
R/W148
REVISION DATE DESCRIPTION
1 06/13/19 REMOVED RW No. 314
1
2 08/16/19 ADDED SWALE AT TOE OF SLOPE
2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St "WBL" LINE
"EBL" LINE
Kern River
400400400P
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STASPHASPH405405405405P P P
P
P
P
P
DENSE TREESPOOLASPH
ASPHASPHASPHCONC ASPHASPH4054054054054 0540
5 400400400390 390405405405405410405
400
4004054
0
5
4054054
0
5
40
5
4
05
405
405
405
405
405405405405
ASPH
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
PP
PP
P
P
P
PP
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHASPHASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPHCONC
ASPH
405400390405405P
PP
P
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FFFCCF 4003953902602651234F405405FFFFFC
CF400
395
390
400395390C
405405400405405 3206789
1 2
3206789
1
21012347
89G-2SEE SHEET G-3MATCH LINE "WB2" Sta 322+50SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR
/
W
R/WR/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT MATCH LINE "WB2" Sta 315+50SEE SHEET G-1CONTOUR GRADING
SCALE: 1" = 50'
FOR ACCURATE RIGHT OF WAY DATA,
NOTE:
RIGHT OF WAY ENGINEERING AT THE
DISTRICT OFFICE.R/WR/W149
ROAD
ACCESS
14'
14'
R=48'
R=55'
R=23'
14'ROAD
ACCESS
14'
R=48'
RAMP
ACCESS 10%REVISION DATE DESCRIPTION
06/13/191 REMOVED RW No. 314
12
08/16/192 ADDED SWALE AT TOE OF SLOPE
3
11/04/193 REVISED 24TH St & OAK St INTERSECTION
4 10/01/21 AS-BUILTS
unchanged.
Engineer. Grades
directed by the
Clean up slope as
4
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
9%12%Engineer.
directed by the
Modify grading as
Location of pipe.
4
10/01/21
"WB2" LINE
"EB2
" L
INE
"OAK-1" LINE24TH StOAK StOAK St"OAK-2" LINEOLIVE StOAK St"OAK-1" LINE
405405
405
405405405 405400400400400PP
P
P
P
P
pPOOLASPH
ASPHCONC
ASPHASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPH
ASPH ASPHCONC
CONCCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPHASPHCONC
CONCCONC
CONCCONC
ASPH24TH ST
ELM STASPHELM STASPHBEECH STASPHASPHMYRTLE STASPHSPRUCE STP
P
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P
P
P
P
P
P
PPP
P
PP
PPPP
P
C
O
NC
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOO LPOOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOL4
05405405405
405
405400400400400
4004004004004004004004004
0
0
4 0 5405405x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
UB UB
FC
405
405405 405
4
0
5
400
F FF FF F
FFFF
F
F
F
F F
F
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6
G-3
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET G-4MATCH LINE "B" Sta 336+50R/W
R/W
R/W
R/W
MATCH LINE "WB2" Sta 322+50SEE SHEET G-2CONTOUR GRADING
SCALE: 1" = 50'
150
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St Carrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St"B" LINE
"EB2" LINE
"WB2" LINE
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
P
P POOLDENSE TREES
ASPHP
PP
PPP P
PP
P
P
P
CONC
CONC
ASPHASPHPOOLCONCCONC
DENSE TREES
ASPHPOOLPOOLPOOLSDENSE TREESASPHDENSE TREESASPHCONC
CONC
CONC ASPHCEDAR STASPHCONCPINE STCONC POOL POOLALDER STPOOL
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
400
F F F F F F
FF F F F F
F
FFF F
FF
7
340
345
7 8 9 1 2 3 4 6
4
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
G-4SEE SHEET G-5MATCH LINE "24TH" Sta 347+50R/W
R/W
R/W
R/WMATCH LINE "B" Sta 336+50SEE SHEET G-3CONTOUR GRADING
SCALE: 1" = 50'
151
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH StPINE StCEDAR StALDER StPINE StCEDAR StA St"B" LINE
"23RD" LINE
"24TH" LINE
4
0
0
400 400400
4 0 0 400400
400400400
P
PP
PP
P
ASPHASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
24TH ST
B STASPHC STP
P
P
PP
CONC
CONCPOOLCONCASPHASPH CONC
PPP
P
PP
P
P
P
P
P
P
P
P
P
PP P P
P
P
POOLPOOL CONC CONCCONCPOOLPOOL
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPHASPHASPH ASPH
ASPHASPH
ASPHASPHASPH
ASPH
A
S
P
H
ASPHASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
CONC
CONCASPH
CONC
ASPH
ASPH
CONCCONCC STDRAKE STASPHASPHASPHD STE ST23RD ST
23RD ST
400
400
4004004
0
0
400400400
400
400
400400400400400400400
400
400400 400
400400400400 400
400
400
400
400
FF
F
F
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
350
355
360
8
9
1 2 3 4 6 7 8 9
34
5
3
5
0
35567
8
9
12
3 4 6 7 8
G-5
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET G-6MATCH LINE "24TH" Sta 360+50SEE SHEET G-6MATCH LINE "23RD" Sta 358+50R/W
R
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 347+50SEE SHEET G-4CONTOUR GRADING
SCALE: 1" = 50'
152
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
23RD St
"24TH" L
INE
"
2
3
RD" LI
NEBAY StB StC StD StE StC StDRAKE StENCINA St
ASPHASPH400400
P
PP
PP
P
P
P
PP
P
P
P PP P P PP P P
PP
P
PP
P
P
P
P
P
P
P
P
P
PP
P
PP
PPPP
ASPH
ASPH ASPHASPHCONC
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
P
P
P
P
P
P
P
P
P
P
P P
PPP
PPP
P
FPP P
P
P
P
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH
ASPH ASPHASPH
CONC
CONC
ASPH ASPHCONC
ASPH
ASPH
CONC
ASPH ASPH
ASPH
ASPHASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH EYE STASPHASPHH STH STG STF ST24TH ST
23RD ST
25TH ST
400
400
400
400
400
400
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
9 1 2 3 4 6 7 8 9 1 2 SEE SHEET G-7MATCH LINE "24TH" Sta 374+50SEE SHEET G-7MATCH LINE "23RD" Sta 372+50G-6
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 360+50SEE SHEET G-5MATCH LINE "23RD" Sta 358+50SEE SHEET G-5CONTOUR GRADING
SCALE: 1" = 50'
153
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
23RD St
"24TH" LINE
"23RD" LINE G StH StF StF StG StH StEYE StEYE St
PP
A
SPH
ASPH
ASPHASPH
TRAILER
CONCCONC
ASPH
P
P
P P
ASPHCONCASPH
CONC
FPASPHASPHASPHASPH
ASPHASPH
CONCCONC
ASPH
ASPHASPH
ASPH CONCA
SPHCONCCONC
CONC
ASPHASPHASPHP
P
P
P
PPPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
P
PP
FP
P
FP
ASPH
ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPHASPHCONC
CONC
ASPHASPHASPHASPHASPH
ASPHCONCCONCASPHCONC
CONC
ASPH
ASPH
CONCASPH
ASPH CONCASPHASPHASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPHASPH
ASPH
24TH ST
23RD ST M STL STL STK STASPHCHESTER AV25TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
6
77 8405
405405
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123 SEE SHEET G-8"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
G-7
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
MATCH LINE "24TH" Sta 374+50SEE SHEET G-6MATCH LINE "23RD" Sta 372+50SEE SHEET G-6CONTOUR GRADING
SCALE: 1" = 50'
R/W
154
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
23RD St L StK StK StL StM StM StCHESTER AveCHESTER Ave"E178" LINE"W
178" LIN
E"24TH" LINE
"23RD" LINE
P ASPHA
SPH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHASPH
ASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH ST
25TH ST
N STQ STASPHP
P
FP
ASPHASPHASPHCONC
CONC CONCASPH
ASPHASPH23RD ST M STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
405
405
405
405
410
420
415
410
415410
415
410
410
420415410
405
405
F
F
FF F
F
C
FC F400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
405
405405
395 67
G-8
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
R
/W
R/W
R
/W
R/W
R/W
R/WMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET G-7CONTOUR GRADING
SCALE: 1" = 50'
155
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
WB ROUTE 178
EB ROUTE 178
"W
178"
L
IN
E
"E178" LINEM StN StO StM StN StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
LINE
"24TH" LINE
"23RD"
P
ASPHASPHDIRTASPHDIRTCONC
CONC
ASPH
P ASPHASPHASPHCONCASPHASPH
P P
9 1 2 3 315491234315
310
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5617-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SEE SHEET U-2MATCH LINE "WB2" Sta 315+50R/W
R/W
R/W R/W
"EB2" LINE
"WB2" LINE
U-1
UTILITY PLAN
SCALE: 1" = 50'
NOTES:
APPROVED FOR UTILITY INFORMATION ONLY
IN 24" STEEL CONDUIT
WATER LINE
12" CalW C.L.&C.
WATER LINE
12" CalW AC
70kV PG&E TRANSMISSION LINE
70kV PG&E TRANSMISSION LINE 115kV PG&E TRANSMISSION LINE
115kV PG&E TRANSMISSION LINE
16
17
SEWER LINE
15" VCP C.O.B.
FIBER OPTIC LINE
AT&T TRANSCONTINENTAL
UNLESS OTHERWISE STATED.
ELEVATIONS SHOWN REFER TO THE TOP OF THE PIPE OR CONDUIT, 3.
PRIOR TO CONSTRUCTION.
APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR
LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE 2.
ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY 1.
ABBREVIATIONS:
BHN FIBER OPTIC LINE
VERIZON LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
8. FOR POSITIVE LOCATION INFORMATION SEE SHEET U-9 AND U-10.
SW-2. FRAME AND COVERS SHALL CONFORM TO COB Std PLAN SW-6.
ADJUST TO GRADE SEWER MANHOLE TYPE "A" PER COB Std PLAN 7.
SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
EXISTING UTILITIES INCLUDING ABOVE GROUND FACILITIES 6.
PRIOR TO EXCAVATION WITHIN THE PROJECT AREA.
UTILTY COMPANIES AND USA SHALL BE NOTIFIED 48 HOURS 5.
- CALIFORNIA WATER SERVICE COMPANY (CalW)WATER
- VERIZON
- AT&TTELECOM
- CITY OF BAKERSFIELD (C.O.B.)SEWER
- CHEVRONOIL
- CITY OF BAKERSFIELD (C.O.B.)IRRIGATION
- PACIFIC GAS AND ELECTRIC (PG&E)GAS
- BRIGHT HOUSE NETWORKS (BHN)
- AT&T FIBER OPTICS
- PACIFIC GAS AND ELECTRIC (PG&E)ELECTRIC
UTILITY OWNERSHIP ON THIS PROJECT:4.
LEGEND:
TEST HOLE SYMBOL MARKING THE EXACT LOCATION
4" AT&T FIBER OPTIC LINE
0224
(Abn)
10" CHEVRON OIL LINE
STEELStl
PUBLIC UTILITY EASEMENTPUE
CEMENT MORTAR LINED AND COATED STEELC.L.&C.
ASBESTOS CEMENTAC
S1
C.O.B. SEWER CONSTRUCTION NOTES:
SEWER MH ADJUST TO GRADE.
S1
CONDUIT TO BE LOWERED
REVISION DATE DESCRIPTION
1 10/01/21 As-Builts
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
"WBL" LINE
"EBL" LINE
Kern River
P
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONCASPH
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
PP
PP
P
P
P
PP
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHASPHASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPHCONC
ASPH
P
PP
P
3206789
1 2
3206789
1
21012347
892602651234x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SEE SHEET U-3MATCH LINE "WB2" Sta 322+50SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR
/
W
R/WR/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT MATCH LINE "WB2" Sta 315+50SEE SHEET U-1U-2
UTILITY PLAN
SCALE: 1" = 50'
70kV PG&E TRANSMISSION LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
WATER LINE
6" CalW AC
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
THE DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA, 2.
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN1.
NOTES:
APPROVED FOR UTILITY INFORMATION ONLY
115kV PG&E TRANSMISSION LINE
115kV PG&E TRANSMISSION LINE
70kV PG&E TRANSMISSION LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
2" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
3" PG&E GAS LINE
3" PG&E GAS LINE
3" PG&E GAS LINE
SEWER LINE
8" VCP C.O.B.
SEWER LINE
8" VCP C.O.B.
3" PG&E GAS LINE
MH
VERIZON LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)R/WR/WR/W
(INACTIVE)
10" CHEVRON OIL LINE
19B
19A
20
21
22 25
23
24
SEWER LINE
15" VCP C.O.B
COB SEWER MH
BHN FIBER OPTIC LINE
VERIZON TELEPHONE LINE
14C
14A
14B
BHN FIBER OPTIC LINE
VERIZON TELEPHONE LINE
230
(INACTIVE)
10" CHEVRON OIL LINE
FIBER OPTIC LINE
AT&T TRANSCONTINENTAL
WATER LINE
12" CalW AC
OPTIC LINE
AT&T FIBER
AT&T CONDUIT
AT&T CONDUIT
(Abn)
10" CHEVRON OIL LINE
225
4" HP PL PG&E GAS LINE
2" Stl PG&E GAS LINE (Abn)
GAS LINE
4" HP PL PG&E
3" HP PL PG&E GAS LINE (Abn)
GAS LINE (Abn)
2" HP Stl PG&E GAS LINE
2" HP PL PG&E
S1
C.O.B. SEWER CONSTRUCTION NOTES:
SEWER MH ADJUST TO GRADE.
A1
AT&T CONSTRUCTION NOTES:
S1
A1
GRADE BY OTHERS.
MANHOLE TO BE ADJUSTED TO
A2 RELOCATE CABINET BY OTHERS.
A3
A2
A3
FROMA2
TOTO FROMRELOCATE CABLE BY OTHERS.
REVISION DATE DESCRIPTION
1 11/13/18
1
1
1
PG&E GAS REVISIONS
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21 "W
B2" LI
NE"EB2" LINE
"OAK-1" LINE24TH StOAK StOAK St"OAK-2" LINEOLIVE StOAK St"OAK-1" LINE
PP
P
P
P
P
pPOOLASPH
ASPHCONC
ASPHASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPH
ASPH ASPHCONC
CONCCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPHASPHCONC
CONCCONC
CONCCONC
ASPH24TH ST
ELM STASPHELM STASPHBEECH STASPHASPHMYRTLE STASPHSPRUCE STP
P
P
P
PPOOLCONC
ASPHPOOL CONCASPHP
P
PP
P
P P
P
POOLDENSE TREES
POOLPOOLMYRTLE STBEECH STCONC
CONCCONCCONCCONC
CONC
POOLUB UB
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
WWWWWWSEE SHEET U-4MATCH LINE "B" Sta 336+50R/W
R/W
R/W
R/W
MATCH LINE "WB2" Sta 322+50SEE SHEET U-2U-3
UTILITY PLAN
SCALE: 1" = 50'
WATER LINE
12" CalW AC
WATER LINE
8" CalW AC
WATER LINE
8" CalW CI
WATER LINE
8" CalW PVC
WATER LINE
6" CalW PVC
WATER LINE
4" CalW CI
WATER LINE
4" CalW CI
WATER LINE
4" CalW CI
THE DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA, 2.
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN1.
NOTES:
APPROVED FOR UTILITY INFORMATION ONLY
12kV PG&E ELECTRIC LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)AT&T TELECOM LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
3" PG&E GAS LINE
WATER LINE
4" CalW CI SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
10" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
8" VCP C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
10" VCP C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
2" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
4" PG&E GAS LINE
4" PG&E GAS LINE
3" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
C.O.B. SEWER MH
29
30
37
36
31
44A
45B
44
S1
CalW CONSTRUCTION NOTES:
C1
C.O.B. SEWER CONSTRUCTION NOTES:
SEWER MH ADJUST TO GRADE.
C2
C4
S1 S1
S1
C3
S1
C4
C4
S1
C4
26
27
28
31B 31A
34
33A
D4
D3
32
D2
35
39
D7
43
38 41
42
WATER LINE
8" CalW CI
FIBER OPTIC LINE
AT&T TRANSCONTINENTAL
D5
207
209
210
208
212
AT&T FIBER OPTIC LINE
16" CASING
WATER LINE
8" CalW PVC
WATER LINE
8" CalW PVC
14" CASING
WATER LINE
6" CalW PVC
WATER LINE
6" CalW PVC
WATER LINE
6" CalW CI
14" STEEL CASING
WATER LINE
8" CalW PVC
226
GAS LINE (Abn 30')
2" HPL Stl PG&E
GAS LINE (Abn 60')
2" HPL Stl PG&E
GAS LINE (Abn 82')
2" HPL Stl PG&E
WATER LINE
8"CalW CI C1
C1WATER LINE
8"CalW CI FROMTO
WATER LINE
8"CalW PVC
C2
WATER LINE
8"CalW PVC
C2
C1 WATER LINE
4"CalW CI
BY OTHERS
TO BE RELOCATED
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
T
OFRO
M
C3
WATER LINE
8"CalW PVC C2
WATER LINE (Abn)
6" CalW STEEL
WATER LINE
6"CalW CI C1
WATER LINE
6"CalW DI C2
TO BE ABN BY OTHERS.
TO BE INSTALLED BY OTHERS.
C3
C4
RELOCATE FIRE HYDRANT BY OTHERS.
VALVE COVER TO BE ADJUSTED TO GRADE BY OTHERS.
C1
C2 6" CalW PVC & CL&C WATER LINE
6" CalW CL&C IN 14" Stl CASING WATER LINE
235
236
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
LINE (Abn)
6" CalW Stl WATER
LINE
Stl WATER
12" CalW
A4AT&T CONDUIT
A2
A3
FROM
TOFROM
TOA4POLE
AT&T
A2
C.O.B. SEWER CONSTRUCTION NOTES:
A3
A4
RELOCATE CABINET BY OTHERS.
RELOCATE CABLE BY OTHERS.
TO BE INSTALLED BY OTHERS.
16'
65'
81'
REVISION DATE DESCRIPTION
1 11/13/18 PG&E GAS REVISIONS
1
1
1
AT&T1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St Carrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St"B" LINE
"EB2" LINE
"WB2" LINE
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
PPP P
PP
P
CONC
POOLx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7
340
345
7 8 9 1 2 3 4 6
4WWWWWW
SEE SHEET U-5MATCH LINE "24TH" Sta 347+50R/W
R/W
R/W
R/WMATCH LINE "B" Sta 336+50SEE SHEET U-3U-4
UTILITY PLAN
SCALE: 1" = 50'
WATER LINE
4" CalW CI
WATER LINE
4" CalW CI
WATER LINE
6" CalW PVC
WATER LINE
4" CalW CI
WATER LINE
6" CalW CI
WATER LINE
6" CalW PVC
NOTES:
THE DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA, 2.
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN1.
APPROVED FOR UTILITY INFORMATION ONLY
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
SEWER LINE
6" CONCRETE C.O.B.
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
4" PG&E GAS LINE
2" PG&E GAS LINE 2" PG&E GAS LINE 6" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
C.O.B. SEWER MH
C.O.B. SEWER MH
C.O.B. SEWER MH
WATER LINE
6" CalW CI
SEWER LINE
6" CONCRETE C.O.B.WATER LINE
6" CalW DIP
WATER LINE
6" CalW DIP
47
46 49
48
52
55
56
CalW CONSTRUCTION NOTES:
C1
C2
C4
C4
D8
D9
50
51
D12
56A
D13
213 214
215
216
14" STEEL CASING
WATER LINE
6" CalW PVC
14" STEEL CASING
WATER LINE
6" CalW PVC
14" STEEL CASING
WATER LINE
6" CalW C.L.&C.
WATER LINE
6" CalW PVC
WATER LINE
6" CalW PVC 14" STEEL CASING
WATER LINE
6" CalW C.L.&C.
227
GAS LINE (Abn 120')
2" HPL Stl PG&E
(Abn 14')
GAS LINE
2" HPL Stl PG&E
GAS LINE (Abn 47')
2" HPL Stl PG&E
C4C4C4
C4
C1WATER LINE
6" CalW CI
WATER LINE
6" CalW DI C2
TO BE ABN BY OTHERS.
TO BE INSTALLED BY OTHERS.
C4 VALVE COVER TO BE ADJUSTED TO GRADE BY OTHERS.
C56" CalW PVC WATER LINE
C2& DI WATER LINE
6.63" CalW CL&C
C5 TO BE REMOVED BY OTHERS.
87'
REVISION DATE DESCRIPTION
1 11/13/18 PG&E GAS REVISIONS
1
16'
1
57'
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH StPINE StCEDAR StALDER StPINE StCEDAR StA St"B" LINE
"23RD" LINE
"24TH" LINE
P
PP
PP
P
ASPHASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
24TH ST
B STASPHC STP
P
P
PP
CONC
POOLCONC
ASPHASPHPP
P
P
P
P
P
P
P
P
PP P P
P
P
POOL
ASPHASPHASPHASPH
ASPHASPHASPH ASPH
ASPHASPH
ASPHASPH
A
S
P
H
ASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
CONC
CONCASPH
CONC
CONC DRAKE STD STE ST23RD ST
23RD ST
350
355
360
8
9
1 2 3 4 6 7 8 9
34
5
3
5
0
35567
8
9
12
3 4 6 7 8
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
WWWSEE SHEET U-6MATCH LINE "24TH" Sta 360+50SEE SHEET U-6MATCH LINE "23RD" Sta 358+50R
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 347+50SEE SHEET U-4U-5
UTILITY PLAN
SCALE: 1" = 50'
WATER LINE
6" CalW CI
WATER LINE
6" CalW CI
WATER LINE
6" CalW CI
WATER LINE
1" CalW COPPER
WATER LINE
3" CalW CI
SAND TRAP
4" CalW STEEL
WATER LINE
1" CalW COPPER
WATER LINE
4" CalW CI
WATER LINE
8" CalW CI
WATER LINE
6" CalW CI
WATER LINE
8" CalW STEEL
WATER LINE
4" CalW CI
WATER LINE
6" CalW CI
NOTES:
THE DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA, 2.
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN1.
APPROVED FOR UTILITY INFORMATION ONLY
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
8" C.O.B.SEWER LINE
12" C.O.B.
SEWER LINE
12" C.O.B.
AT&T TELECOM LINE
12kV PG&E ELECTRIC LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
AT&T FIBER OPTIC LINE
JOINT OVERHEAD (AERIAL)
AT&T FIBER OPTIC LINEAT&T FIBER OPTIC LINE
AT&T TELECOM LINE
AT&T FIBER OPTIC LINE
JOINT TRENCH
AT&T TELECOM LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
6" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
6" PG&E GAS LINE
2" PG&E GAS LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
SEWER LINE
6" C.O.B.
GAS LINE
4" PG&E
CalW CONSTRUCTION NOTES:C.O.B. SEWER CONSTRUCTION NOTES:
S1 SEWER MH ADJUST TO GRADE.C2
C3
S1
S1
S1
S1
C3
C4
C4
S1
C4C4C4
S1
ELECTRIC LINE
12kV PG&E
59
64
66
68
67
OPTIC LINE
BHN FIBER
D18
D20
D21
77
75A
75
D17
65A57
D15
6" PG&E GAS LINE
60
62
73 74
70
70A
SEWER LINE
8" C.O.B.
WATER LINE
8" CalW CI
GAS LINE
2" PG&E
LINE IN 6" PIPE
2" PG&E GAS
217 218
219
SEWER LLINE
12" C.O.B.
228
LINE (Abn)
12" C.O.B. SEWER
6" STEEL CASING
6" CalW WATER LINE
WATER LINE
6" CalW DI
221
C5 6" CalW DI WATER LINE
C2 6.63" CalW CL&C WATER LINE
C4
C5
TO BE INSTALLED BY OTHERS.
RELOCATE FIRE HYDRANT BY OTHERS.
VALVE COVER TO BE ADJUSTED TO GRADE BY OTHERS.
TO BE REMOVED BY OTHERS.
CL&C WATER LINE
6" CalW DI &
GAS LINE
2" HPL Pl PG&E
GAS LINE (Abn)
2" HPL Pl PG&E
GAS LINE
2" HPL Pl PG&E
GAS LINE (Abn)
2" HPL Pl PG&E
REVISION DATE
1 11/13/18
DESCRIPTION
PG&E GAS REVISIONS
1
1
1
LINE (Abn)
2" PG&E GAS
2 12/14/18 TEST HOLE REVISIONS
72
2
2
2
S2 RECONSTRUCT Exist SEWER.
10/01/213 As-Builts
3
S2
3
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH St
23RD St
"24TH" LINE
"2
3
RD" LI
NEBAY StB StC StD StE StC StDRAKE StENCINA St
ASPHP
PP
PP
P
P
P
PP
P
P
P PP P P PP P P
PP
P
PP
P
P
P
P
P
P
P
P
PP
P
PP
PPPP
ASPH
ASPH ASPHASPHCONC
ASPH
ASPH ASPHASPHASPH
ASPHASPH
FP
ASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
P
P
P
P
P
P
P
P
P
P
P P
PPP
PPP
P
FPP P
P
P
P
ASPHASPH
ASPH
ASPHASPHASPH
ASPH ASPHASPH
ASPH ASPHASPH
CONC
CONC
ASPH ASPHCONC
ASPH
ASPH
CONC
ASPH ASPH
ASPH
ASPHASPHCONC
CONC
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH EYE STASPHASPHH STG STF ST24TH ST
23RD ST
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
9 1 2 3 4 6 7 8 9 1 2
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SEE SHEET U-7MATCH LINE "24TH" Sta 374+50SEE SHEET U-7MATCH LINE "23RD" Sta 372+50R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 360+50SEE SHEET U-5MATCH LINE "23RD" Sta 358+50SEE SHEET U-5U-6
UTILITY PLAN
SCALE: 1" = 50'
WATER LINE
8" CalW AC
WATER LINE
6" CalW CI
WATER LINE
4" CalW AC
WATER LINE
4" CalW CI
WATER LINE
4" CalW CI
WATER LINE
8" CalW CI
WATER LINE
3" CalW CI
WATER LINE
6" CalW AC
WATER LINE
6" CalW PVC
WATER LINE
8" CalW CI
WATER LINE
3" CalW CI
WATER LINE
8" CalW CI WATER LINE
6" CalW CI
WATER LINE
6" CalW CI
WATER LINE
6" CalW CI
WATER LINE
6" CalW CI12kV PG&E ELECTRIC LINE
THE DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA, 2.
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN1.
NOTES:
APPROVED FOR UTILITY INFORMATION ONLY
SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
12" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
20" C.O.B.
SEWER LINE
12" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
16" C.O.B.
SEWER LINE
12" C.O.B.
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
WATER LINE
6" CalW CI
AT&T TELECOM LINE
AT&T FIBER OPTIC LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
AT&T CONDUIT
AT&T CONDUIT
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
WATER LINE
6" CalW AC
AT&T TELECOM LINE
AT&T FIBER OPTIC LINE
PP
2" PG&E GAS LINE
2" PG&E GAS LINE
1-1/4" PG&E GAS LINE
6" PG&E GAS LINE
2" PG&E GAS LINE
6" PG&E GAS LINE
2" PG&E GAS LINE
6" PG&E GAS LINE
4" PG&E GAS LINE
ELECTRIC LINE
12kV PG&E
AT&T TELECOM LINE
AT&T FIBER OPTIC LINE
JOINT OVERHEAD (AERIAL)
ELECTRIC LINE
12kV PG&E
ELECTRIC LINE
12kV PG&E
ELECTRIC LINE
12kV PG&E
2" PG&E GAS LINE
SEWER LINE
6" C.O.B.
GAS LINE
2" PG&E
GAS LINE
6" PG&E
AT&T CONSTRUCTION NOTES:C.O.B. SEWER CONSTRUCTION NOTES:
S1 SEWER MH ADJUST TO GRADE.A1
C4 C4 C4 C4
C4
S1
S1
S1
S1
S1
82
S1
87
89
92 96
98
99
105B
105A
113
123
127
126
125
124
122
130B
128
86
85
95
94
112
110
117
118A
118
119
D23
D25 D26A
D28 114
D30
115A
116A
D32
121
109
D27
91
90
83
80
79A
C4
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
104
111
108
129
105
OPTIC LINE
AT&T FIBER
SEWER LINE
12" C.O.B. Abn
SEWER LINE
12" C.O.B. Abn
229
WATER LINE
6" CalW DI & CL&C
WATER LINE
6" CalW DI & CL&C
WATER LINE
6" CalW DI & CL&C
WATER LINE
6" CalW DI & CL&C
GAS LINE
2" HPL Pl PG&E
GAS LINE (Abn)
2" HPL Pl PG&E
GAS LINE
4" HPL Pl PG&E
GAS LINE (Abn)
4" HPL Pl PG&E
GAS LINE (Abn)
2" HPL Pl PG&E
GAS LINE
2" HPL Pl PG&E
GAS LINE
2" HPL Pl PG&E
GAS LINE
4" HPL Pl PG&E
GAS LINE (Abn)
4" HPL Pl PG&E
LINE (Abn)
6" CalW CI WATER
WATER LINE
8" CalW PVC & CL&C
WATER LINE
6" CalW DI & CL&C
PG&E GAS LINE (Abn)
2" HPL Pl IN 6" Stl CASING
CalW CONSTRUCTION NOTES:
C4 TO GRADE BY OTHERS.
VALVE COVER TO BE ADJUSTED
TO GRADE BY OTHERS.
MANHOLE TO BE ADJUSTED
A5 CONDUIT TO BE LOWERED BY OTHERS.
A5
A1
A1 A1
A5
S1
AT&T CONDUIT
A5
REVISION DATE
1 11/13/18
DESCRIPTION
PG&E GAS REVISIONS
1
1 1
1
1
1
1
2
2 12/14/18 TEST HOLE REVISIONS
S3 RECONSTRUCT MANHOLE TOP.
10/01/213 As-Builts
3
3
S3
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
3
3
3
3
24TH St
23RD St
"24TH" LINE
"23RD" LINEG StH StF StF StG StH StEYE StEYE St
FPASPHASPHASPHASPH
ASPHASPH
CONCCONC
ASPH
ASPHASPH
ASPH CONCA
SPHCONCCONC
CONC
ASPHASPHASPHP
P
P
PPPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
FP
FP ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPHASPHCONC
CONC
ASPHASPHASPHASPHASPH
ASPHCONCCONCASPHCONCASPH
ASPH
CONCASPH
ASPH CONCASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPHASPH
24TH ST
23RD ST M STL STK STASPHCHESTER AV395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
18"18"18"18"1
8
"18"18"18"18"36"36"36"36"
36"36"
30"
18"18"18"(2) 4'x2' RCB 18"18"SEE SHEET U-8"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION R/W
R/W
R/W
R/W
R/W
R/W
R/W
MATCH LINE "24TH" Sta 374+50SEE SHEET U-6MATCH LINE "23RD" Sta 372+50SEE SHEET U-6U-7
UTILITY PLAN
SCALE: 1" = 50'
WATER LINE
4" CalW CI
WATER LINE
3" CalW CI WATER LINE
12" CalW CI
WATER LINE
12" CalW CI
WATER LINE
8" CalW CI
WATER LINE
12" CalW CI
WATER LINE
4" CalW CI
WATER LINE
4" CalW AC
WATER LINE
3" CalW CI
WATER LINE
3" CalW CI
WATER LINE
3" CalW CI
WATER LINE
6" CalW AC
WATER LINE
4" CalW AC
WATER LINE
3" CalW CI
WATER LINE
4" CalW AC
WATER LINE
3" CalW CI
WATER LINE
4" CalW CI
WATER LINE
6" CalW CI
WATER LINE
6" CalW CI
WATER LINE
4" CalW CI
WATER LINE
4" CalW CI
SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
8" C.O.B.
SEWER LINE
12" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
8" C.O.B.
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T FIBER OPTIC LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T CONDUIT
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
AT&T FIBER OPTIC LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
AT&T TELECOM LINE
AT&T TELECOM LINE
AT&T FIBER OPTIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
VERIZON LINE
LEVEL 3 COMM
APPROVED FOR UTILITY INFORMATION ONLY
4" PG&E GAS LINE
4" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
4" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE 2" PG&E GAS LINE
1-1/4" PG&E GAS LINE
8" PG&E GAS LINE
2" PG&E GAS LINE
2" PG&E GAS LINE
6" PG&E GAS LINE
6" PG&E GAS LINE
ADJUST TO GRADE
TELECOM MH
OPTIC LINE
BHN FIBER
OPTIC LINE
BHN FIBER
OPTIC LINE
BHN FIBER
AT&T CONDUIT
GAS LINE
6" PG&E
AT&T CONDUIT AT&T CONDUIT
AT&T CONDUIT
TIME WARNER LINE
FIBER OPTIC LINE
LEVEL 3 COMMUNICATIONS
JOINT TRENCH
TIME WARNER LINE
FIBER OPTIC LINE
LEVEL 3 COMMUNICATIONS
JOINT TRENCH
SEWER LINE
10" C.O.B.
GAS LINE
1-1/4" PG&E
C4
C4
C4
S1
C4
S1
S1
S1
TO GRADE
ADJUST
TELECOM MH S1 S1 S1
S1 S1
132A
157
158
160
169
130
131
132
130A
134
136 140
138
142
144B
144A
143
R/W
SEWER LINE
6" C.O.B.
D39
156
D40
D43
D44
D45
167
D46
D48
D49
151
153
D34
133A
133
137
135
D43A
D37
D38A
145
D38
148
149
150
D39A
141
155
161
144
6" VERIZON LINE
2" PG&E GAS LINE
224
227
228
S1
SEWER LINE
Abn
12" C.O.B. SEWER LINE
12" C.O.B.
230
LINE (Abn)
6" CalW CI WATER
WATER LINE
8" CalW PVC & CL&C
LINE (Abn)
12" CalW CI WATER
WATER LINE
12" CalW DI
LINE (Abn)
6" CalW CI WATER
WATER LINE
6" CalW PVC
LINE (Abn)
4" CalW CI WATER
WATER LINE
6" CalW DI
WATER LINE
6" CalW DI
GAS LINE
2" HPL Pl PG&E
GAS LINE (Abn)
2" HPL Pl PG&E
GAS LINE (Abn)
2" HPL Pl PG&E
PG&E GAS LINE
2" HPL Pl
GAS LINE (Abn)
1‚" Pl PG&E
GAS LINE
1‚" Pl PG&E
231
233
AT&T CONSTRUCTION NOTES:C.O.B. SEWER CONSTRUCTION NOTES:
S1 SEWER MH ADJUST TO GRADE.A1 TO GRADE BY OTHERS.
MANHOLE TO BE ADJUSTED
A5 CONDUIT TO BE LOWERED BY OTHERS.
CalW CONSTRUCTION NOTES:
C4 TO GRADE BY OTHERS.
VALVE COVER TO BE ADJUSTED
A5
A1
A1
AT&T CONDUIT
A5
AT&T CONDUIT
1
REVISION DATE
1 11/13/18
DESCRIPTION
PG&E GAS REVISIONS
1
1
2
2 12/14/18 TEST HOLE REVISIONS
S5
S6
CAP Exist. MANHOLE.
CONSTRUCT C.O.B. MANHOLE IN ALLEY.
S6
S5
3
3
3
3 10/01/21 As-Builts
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
S4
S7
S9
S8
S4
S4
S7
S9
3
3
NOTES:
THE DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA, 2.
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN1.
NATIVE AROUND LINE WITH 6' SLURRY.
OVER LIVE PG&E LINE. 6' UNDISTURBED
PROTECT IN PLACE. 2-SACK SLURRY CAP
TIE INTO Exist MANHOLE.
Exist 12" SEWER.
REMOVE AND REPLACE Approx. 60 LF OF
APPROVED COUPLING CONNECT
S8
24TH St
23RD St L StK StK StL StM StM StCHESTER AveCHESTER Ave"24TH" LINE
"23RD" LINE
P ASPHA
SPH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH STN STQ STASPH400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
R
/W
R
/
W
R
/W
R/W
R/W
R/WMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET U-7U-8
UTILITY PLAN
SCALE: 1" = 50'
WATER LINE
3" CalW CI
WATER LINE
6" CalW CI
WATER LINE
6" CalW AC
WATER LINE
8" CalW CI
WATER LINE
2" CalW CI
WATER LINE
4" CalW AC WATER LINE
4" CalW AC
WATER LINE
3" CalW Unk MATERIAL
WATER LINE
6" CalW AC
WATER LINE
6" CalW CI
WATER LINE
6" CalW AC
IN 14" STEEL CONDUIT
WATER LINE
10" CalW STEEL
WATER LINE
6" CalW CI
WATER LINE
6" CalW AC
WATER LINE
8" CalW CI
NOTES:
APPROVED FOR UTILITY INFORMATION ONLY
SEWER LINE
15" C.O.B.
SEWER LINE
6" C.O.B.
SEWER LINE
6" C.O.B.
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
VERIZON LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
VERIZON LINE
12kV PG&E ELECTRIC LINE
BHN FIBER OPTIC LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T TELECOM LINE
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
AT&T FIBER OPTIC LINE
AT&T TELECOM LINE
12kV PG&E ELECTRIC LINE
PP
6" PG&E GAS LINE
8" PG&E GAS LINE
8" PG&E GAS LINE
2" PG&E GAS LINE2" PG&E GAS LINE
2" PG&E GAS LINE
ELECTRIC LINE
12kV PG&E
ELECTRIC LINE
12kV PG&E
ELECTRIC LINE
12kV PG&E
WATER LINE
3" CalW CI
BHN FIBER OPTIC LINE
GAS LINE
1-1/4" PG&E
174
173
175
C.O.B. SEWER CONSTRUCTION NOTES:
S1 SEWER MH ADJUST TO GRADE.
AT THE DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING
FOR ACCURATE RIGHT OF WAY DATA, 2.
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN1.
S1
D53
D51A
D54
D52
D51
172
SEWER LINE
12" C.O.B.
231
GAS LINE
1‚" Pl PG&E
GAS LINE (Abn)
1‚" Pl PG&E
WATER LINE
6" CalW DI
REVISION DATE
1 11/13/18
DESCRIPTION
PG&E GAS REVISIONS
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
WB ROUTE 178
EB ROUTE 178"W
178"
L
IN
E"E178" LINE N StO StN StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>14:5717-DEC-2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>ADELACRUZ
DGN FILE =>06xxxxxxxxka009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
U-9
UTILITY PLAN
OWNERSHEET No.No.
POSITIVE LOCATION INFORMATION
LOCATION ELEVATION METHOD OWNERSHEET No.No.
POSITIVE LOCATION INFORMATION
LOCATION ELEVATION METHOD
NO SCALE
U-1
U-2
U-3
U-4
D3
D21
U-5
U-6
96
87
98
24.00' Rt "23RD" 357+25.13
24.68' Lt "23RD" 362+07.82
20.70' Lt "23RD" 364+40.87
24.76' Lt "23RD" 365+56.51
D5 6.07' Rt "WB2" 329+91.93
NOTE:
1. ELEVATIONS SHOWN REFER TO THE TOP
OF THE PIPE OR CONDUIT, UNLESS
OTHERWISE STATED.
AT&T
CalW
AT&T
PG&E
VERIZON/BHN
CalW
IRRIGATION
AT&T
BHN
PG&E
CalW
AT&T
CalW
PG&E
AT&T
AT&T
PG&E
CalW
AT&T
CalW
PG&E
PG&E
PG&E
CalW
PG&E
CalW
CalW
PG&E
CalW
PG&E
CalW
PG&E
CalW
CalW
CalW
CalW
PG&E
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
CalW
CalW
PG&E
PG&E
CalW
CalW
PG&E
CalW
PG&E
CalW
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
407.38
405.47
401.49
401.14
401.27
397.71
403.51
395.51
402.11
400.40
398.94
400.13
399.79
401.47
401.45
400.90
402.28
398.12
403.23
402.72
397.00
400.86
400.98
401.66
398.26
401.26
398.99
397.86
398.45
397.74
398.13
397.98
397.62
397.74
396.95
396.82
397.46
397.79
396.53
397.55
397.16
396.22
396.54
396.94
398.11
398.22
397.99
397.90
397.05
397.85
397.77
397.23
397.17
396.75
395.51
397.52
397.06
397.87
71.05' Lt "WB2" 317+20.52
71.51' Lt "WB2" 313+85.74
57.99' Lt "WB2" 314+28.39
196.72' Rt "WB2" 318+41.74
191.15' Rt "WB2" 318+58.94
224.61' Rt "WB2" 317+90.67
43.50' Lt "WB2" 316+41.18
85.97' Lt "WB2" 317+28.52
51.59' Lt "WB2" 319+29.25
52.60' Lt "WB2" 319+29.37
71.43' Lt "WB2" 319+69.56
71.68' Lt "WB2" 321+87.16
69.88' Lt "WB2" 321+87.33
86.10 Lt "WB2" 321+67.32
68.91 Lt "WB2" 323+67.87
50.93' Lt "WB2" 324+64.25
50.01' Lt "WB2" 324+64.22
55.85' Lt "WB2" 324+98.42
54.87' Lt "WB2" 324+98.23
69.45' Lt "B" 331+98.63
34.06 Lt "WB2" 325+66.83
38.12 Lt "WB2" 325+67.74
31.67 Lt "WB2" 326+07.59
37.79 Rt "WB2" 326+20.39
25.74 Rt "WB2" 326+21.58
20.41 Lt "WB2" 327+86.63
135.28' Lt "WB2" 328+91.47
121.69' Lt "WB2" 328+28.42
54.91 Rt "WB2" 329+92.15
58.28 Rt "WB2" 330+36.96
48.60 Rt "B2" 333+12.51
51.83 Rt "B2" 333+13.15
52.25 Rt "B2" 334+82.47
40.04 Lt "B" 334+83.47
87.23' "B" 334+83.45
101.21' Lt "B" 335+08.56
145.92 Lt "WB2" 326+44.72
23.85 Lt "WB2" 326+31.85
23.85 Lt "WB2" 326+31.85
81.75 Rt "WB2" 326+31.16
89.44 Rt "B2" 333+25.03
36.60' Lt "B" 338+29.88
68.26' Lt "B" 338+29.89
68.95' Lt "B" 338+57.04
38.30' Lt "B" 338+56.79
84.70' Lt "B" 341+77.03
51.39' Rt "B2" 341+69.33
78.37' Lt "B" 342+02.23
75.01' Lt "B" 345+23.23
84.96' Lt "B" 345+49.82
51.68' Rt "B2" 345+25.63
89.21 Rt "B2" 336+72.23
90.96 Rt "B2" 340+18.93
96.25 Rt "B2" 343+64.61
64.51 Rt "23RD" 343+90.19
19B
16
17
14A
14B
14C
19A
19C
20
21
22
23
24
25
26
27
28
29
30
31
31A
31B
32
33A
34
35
36
37
38
39
41
42
43
44
44A
45B
D2
D4
D7
46
47
48
49
50
51
52
55
56
56A
D8
D9
D12
D13
PG&E
CalW
CalW
CalW
PG&E
PG&E
PG&E
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
CalW
PG&E
PG&E
PG&E
PG&E
CalW
CalW
UNKNOWN
PG&E
CalW
PG&E
AT&T
PG&E
CalW
AT&T
CalW
CalW
PG&E
PG&E
AT&T
AT&T
AT&T
PG&E
PG&E
CalW
CalW
CalW
CalW
AT&T
AT&T
PG&E
PG&E
PG&E
PG&E
PG&E
AT&T
AT&T
PG&E
AT&T
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
395.77
397.74
397.91
396.80
396.39
397.81
397.54
397.77
398.02
397.19
394.61
396.72
396.69
396.68
397.33
397.71
398.13
399.31
398.47
396.59
396.50
396.45
398.68
398.05
396.26
400.48
399.58
394.23
396.55
398.13
398.52
401.31
399.29
394.93
399.44
400.22
399.84
397.28
399.67
398.40
397.35
398.13
398.01
400.61
399.06
399.13
399.81
395.21
398.25
398.78
397.34
398.82
197.29 Lt "23RD" 347+61.42
52.42' Rt "24TH" 355+54.98
76.23' Lt "24TH" 355+56.32
19.30' Rt "24TH" 356+26.90
22.16' Lt "23RD" 353+92.01
21.99 Lt "24TH" 358+02.77
21.05' Lt "24TH" 359+81.58
105.94' Lt "23RD" 349+81.28
171.98' Lt "24TH" 355+64.59
41.85' Lt "23RD" 355+21.03
26.53' Rt "23RD" 357+21.17
19.26' Lt "24TH" 360+95.18
19.97' Lt "24TH" 361+04.68
22.96' Lt "23RD" 358+71.06
21.48' Lt "24TH" 361+44.59
22.49' Lt "24TH" 363+42.63
19.53' Rt "24TH" 363+31.34
24.48' Lt "23RD" 362+16.89
19.99' Lt "24TH" 364+40.20
19.53 Lt "24TH" 364+48.40
20.62' Lt "23RD" 363+20.50
21.07 Lt "24TH" 366+86.11
19.77 Rt "24TH" 366+79.02
24.64' Lt "23RD" 365+62.12
20.80 Lt "24TH" 369+15.37
20.97' Lt "23RD" 366+66.14
22.82' Lt "23RD" 366+60.71
21.96' Lt "23RD" 367+73.63
21.55 Lt "24TH" 371+24.35
21.49' Lt "24TH" 371+33.66
23.24' Lt "24TH" 371+34.14
24.76' Rt "24TH" 371+05.69
23.61' Lt "23RD" 369+00.27
34.51' Rt "23RD" 368+97.18
19.87' Lt "23RD" 369+72.62
19.30' Lt "23RD" 369+79.85
21.09' Lt "24TH" 372+69.11
21.57' Lt "24TH" 373+37.60
18.81' Lt "24TH" 373+31.05
17.81' Lt "24TH" 373+72.15
22.83' Lt "23RD" 370+99.00
20.27' Lt "23RD" 370+98.41
17.44' Lt "23RD" 370+98.45
41.80' Rt "23RD" 370+99.66
42.37' Rt "23RD" 370+97.94
65A
66
67
68
70A
75
77
D15
D17
D18
D20
79A
80
82
83
85
86
89
90
91
92
94
95
99
104
105
105B
108
109
110
111
112
113
114
115A
116A
117
118
118A
119
122
123
124
125
126
403.42 TEST HOLE AT&T23049.56' Rt "EB2" 316+43.19
CalW
PG&E
PG&E
PG&E
UNKNOWN
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
396.54
398.61
398.49
394.36
398.26
11.94 Rt "23RD" 345+28.47
118.12 Lt "23RD" 345+50.55
22.26' Rt "23RD" 347+93.41
88.94' Lt "23RD" 349+37.33
82.58' Lt "23RD" 349+45.77
57
59
60
62
64
CalW
PG&E
CalW
AT&T
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
402.31
401.80
401.50
402.75
397.4052.20' Lt "B" 333+35.68
207
208
209
210
212
53.79' Rt "EB2" 324+23.00
58.79' Rt "EB2" 324+36.37
61.18' Rt "EB2" 324+50.42
71.47' Rt "EB2" 324+94.19
C.O.B. SEWER
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
397.56
397.34
397.84
398.13
17.75' Lt "B" 336+71.88
17.24' Lt "B" 340+18.74
69.69' Lt "B" 343+65.00
213
214
215
216 5.85' Lt "24TH" 347+01.47
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
CalW
PG&E
CalW
PG&E
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
397.95
397.21
398.11
397.24
75.39' Rt "23RD" 345+74.30
56.80' Rt "23RD" 346+20.46
49.24' Rt "23RD" 347+74.83
55.49' Lt "24TH" 352+08.41
217
218
219
221
232
235 398.41 TEST HOLE
236 396.83 TEST HOLE
113.30' Lt "WB2" 328+22.59 CalW
56.47' Lt "WB2" 331+81.88 CalW
74 23.42' Lt "23RD" 355+11.19 395.49 TEST HOLE PG&E
REVISION DATE DESCRIPTION
1 12/14/18 TEST HOLE REVISIONS
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
CONSTRUCTION AREA SIGN - ONE POST
CONSTRUCTION AREA SIGN - TWO POST
CONSTRUCTION AREA SIGN NUMBER
LOCATIONS FOR CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATIONS
TO BE DETERMINED BY THE ENGINEER.
FOR ADDITIONAL CONSTRUCTION AREA SIGNS AND DETAILS SEE STAGE CONSTRUCTION
AND TRAFFIC HANDLING PLAN AND MOTORIST INFORMATION PLAN.
PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE PLACED AND MOVED TO PROVIDE
UPDATED TRAFFIC CONTROL AND/OR ALERT MESSAGES AS NEEDED AND AS DIRECTED
BY THE ENGINEER.
1.
2.
3.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:25:23 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxla001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
FresnoTo AngelesTo Los IsabellaTo Lake
To Buttonwillow
APPROVED FOR CONSTRUCTION AREA SIGN WORK ONLY CS-1
NO SCALE
CONSTRUCTION AREA SIGNSKern Riv e r
Carrier CanalBAKERSFIELD
2
4
TH St
OAK StELM StBEECH St178ROUTE MYRTLE StCEDAR StALDER StBAY StA StB StC StDRAKE StD StE StENCINA StF StG StH StEYE StK StL StM StN StO StROUTE 178BUCK OWENS BlvdSPRUCE StPINE StCHESTER Ave24TH St 24TH St
23RD St
AA
C
B
B
B
B B B B B B B B B
AA
B B
AA
B B
AA
B B B B B E
D
C
B B
B B B B
AA
B B
AA
B B
AA
B B B
B W20-1 x ROAD WORK AHEAD 1 4" x 6"
G20-2 x END ROAD WORK 1 4" x 4"
C40 x
TRAFFIC FINES DOUBLED IN
2 6" x 8"
x 1 4" x 6"
No.
SIGN
FEDERAL CALIFORNIA
SIGN MESSAGE AND SIZE
No. OF POSTS
-
SIGN CODE
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
SIZE
PANEL
A C40 x108"CONSTRUCTION ZONES
TRAFFIC FINES DOUBLED IN 6" x 6"2
W20-1
CONSTRUCTION ZONES
36"36"
18"
60"
48"
36"
144"
48"
42"
NOTES:
LEGEND:
WORK ZONE
CONSTRUCTION AREA SIGN - ONE POST
A
-
-
-
-
9
37
3
1
1 P StC StQ StROAD WORK AHEAD
No. OF SIGNSOLIVE StRIVERSIDE Dr
ROUTE 99A
B
A B C
C
D
E
B
234
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:30 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MI-1
MOTORIST INFORMATION PLAN
No.
SIGN
FEDERAL CALIFORNIA
SIGN MESSAGE AND SIZE
No. OF POSTS
W20-2 x "DETOUR AHEAD 1 -4" x 6""
SIGN CODE
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
SIZE
PANEL
30" x 12"
Spec 3
BLACK/ORANGE
6"-B LOWER CASE
6"-B UPPER CASE
APPROVED FOR MOTORIST INFORMATION WORK ONLY
Spec 1
USE BAY ST
ACCESS CLOSED
ALDER/CEDAR/PINE/SPRUCE BLACK/ORANGE
6"-B LOWER CASE
6"-B UPPER CASE
78" x 42"
Spec 2
BLACK/ORANGE
6"-B LOWER CASE
6"-B UPPER CASE
78" x 42"
USE BEECH St
ACCESS CLOSED
SPRUCE/PINE/CEDAR/ALDER
18" x 12"
Spec 4
BLACK/ORANGE
6"-B LOWER CASE
6"-B UPPER CASE
Spec 5
Q St
STATE Ave
GOLDEN BLACK/ORANGE
6"-B LOWER CASE
6"-B UPPER CASE
36" x 24"
BARRICADE
ON TYPE III
SIGNS MOUNTED
EA
24th St
AA 48 48
M4-8a 24 x 18"END DETOUR 1 -4" x 4""AB
SC3-1 48 x 18"UP ARROW DETOUR 1 -4" x 4"
M4-10R 48 x 18" RIGHT ARROW DETOUR 1 -4" x 4"
M4-10L 48 x 18"LEFT ARROW DETOUR 1 -4" x 4"
"
"
"
A1
A2
A3
SC3-1 48 x 18"UP ARROW DETOUR
1 -4" x 6"
30 x 12"24th St
M4-10R 48 x 18" RIGHT ARROW DETOUR
1 -4" x 6"
30 x 12"24th St
M4-10L 48 x 18"LEFT ARROW DETOUR
1 -4" x 6"
30 x 12"24th St
"
"
"
"
"
"
C1
C2
C3
Spec 3
Spec 3
Spec 3
SC3-1 48 x 18"
1 -x 12"
"
"D1 Spec 4 18 Q St
Spec 5 x ""36 24 GOLDEN STATE Ave
6" x 6"
48 x 18"
1 -x 12"
"
"D2 Spec 4 18 Q St
Spec 5 x ""36 24 GOLDEN STATE Ave
6" x 6"
48 x 18"
1 -x 12"
"
"D3 Spec 4 18 Q St
Spec 5 x ""36 24 GOLDEN STATE Ave
6" x 6"
48 x"18"
M4-10L 48 x 18""LEFT ARROW DETOUR
UP ARROW DETOUR
RIGHT ARROW DETOURM4-10R
W20-3 36 x 36"ROAD CLOSED 500FT 1 -4" x 6""E1
R11-4 60 x 30"ROAD CLOSED TO THRU TRAFFIC
M4-10R 48 x 18" RIGHT ARROW DETOUR
"
"
E2
ALDER/CEDAR/PINE/SPRUCE
SPRUCE/PINE/CEDAR/ALDER
78 x 42"ACCESS CLOSED 2 -4" x 6"
78 x 42"ACCESS CLOSED 2 -4" x 6"
"
"
USE BAY ST
USE BEECH ST
B1
B2
Spec 1
Spec 2
1
9
16
8
6
2
2
2
3
SIGNS
No. OF
x "1 -"AC 1SC6-4 48 60 RAMP CLOSED (MORE THAN ONE DAY)6" x 6"
B3 x ""32 12 2Spec 6 MYRTLE St PANEL ONLY
MYRTLE St
Spec 6
BLACK/ORANGE
6"-B LOWER CASE
6"-B UPPER CASE
30" x 12"
E4 x"
48 x 18""
6E5
E6 36 36x""
R11-2 48 30"ROAD CLOSED 12
R6-1
48 x 18"" RIGHT ARROW DETOUR
ONE WAY
R3-2 NO LEFT TURN
12
36
M4-10R
42
48 "18x"
"x "
7
R3-2
SC3-1
36 36
UP ARROW DETOUR
E8
NO LEFT TURN
R3-1
48 "18x"
"x "36 36
UP ARROW DETOUR
5
SC3-1
E7
9
NO RIGHT TURN
F1 36 36x""4" x 6"-1 4W9-3R
F2 36 36x""4" x 6"-1 2W4-2R LANE ENDS
F3 36 36x""4" x 6"-1 3W12-1
F4 36 36x""4" x 6"-1 1
F5 x"
F6
36 36x""4" x 6"-1 2W4-2R LANE ENDSF7
x""4" x 6"-1 2R3-7R
DOUBLE ARROW
W3-3 CENTER LANE CLOSED AHEAD
C30 30 "30 LANE CLOSED
30 30 RIGHT LANE MUST TURN RIGHT
7
3
2
235
G1 x"30 "30 15R9-9 SIDEWALK CLOSED
G2 x"48 "24 5R9-10 SIDEWALK CLOSED USE OTHER SIDE
G3 x"48 "36 20R9-11 SIDEWALK CLOSED AHEAD CROSS HERE
G4
x"18 "18
5
R9-3a
x"18 "12R9-3b
NO PEDESTRIAN CROSSING
USE CROSSWALK
LANE ENDS MERGE RIGHT
2
24" x 12"
Spec 7
BLACK/ORANGE
6"-B LOWER CASE
6"-B UPPER CASE
OAK St
E3
H1
H2
M4-10L
Spec 7
M4-10L
Spec 7
M4-10R
6
R6-1
M3-3
M3-1
x"24 "12
x"24 "12
x"48 "18
x"24 "12
x"24 "12
x""
x""48 18
x"48 "18
48 18
LEFT ARROW DETOUR
ONE WAY
RIGHT ARROW DETOUR
SOUTH
OAK St
LEFT ARROW DETOUR
NORTH
OAK St
6" x 6"-1
1 -6" x 6"1
1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:30 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MI-2
MOTORIST INFORMATION PLAN
E2
E4
DETAIL A
APPROVED FOR MOTORIST INFORMATION WORK ONLY
A2
A3
DETOUR PLAN No. 1A
A3
A1
E5
DETOUR PLAN No. 1B
.
.
.
.
A3
A3
DETOUR PLAN No. 1C
A2
DETOUR PLAN No. 2A
A3
A1
DETOUR PLAN No. 2B
A3
DETOUR PLAN No. 2C
A3
DETAIL A
SEE
A2
.
.
.
.
A2
E5
DETAIL B
E2
E4
A2
DETAIL B
SEE
STAGE 1 AND 2 DAYTIME AND NIGHTIME
EAST ON 22ND St
SOUTH ON NEXT STREET
EAST ON 23RD St
.
.
.
EB 23RD St TO NB STREET
WEST ON 24TH St
NORTH ON NEXT STREET
CONTINUE EAST ON 23RD St
.
.
.
WEST ON 24TH St
NORTH ON NEXT STREET
EAST ON 23RD St
NORTH ON STREET
SB STREET TO EB 23RD St
EAST ON 23RD St
SOUTH ON NEXT STREET
WEST ON 24TH St
SOUTH ON STREET
.
.
.
.
SB STREET TO WB 22ND St
WEST ON 22ND St
SOUTH ON NEXT STREET
EAST ON 23RD St
SOUTH ON STREET
.
.
.
.
NB STREET TO EB 23RD St
EAST ON 23RD St
NORTH ON NEXT STREET
WEST ON 22ND St
NORTH ON STREET
E8
TYPE III BARRICADE
CONSTRUCTION AREA SIGN - ONE POST
LEGEND:
LIMITS OF FULL CLOSURE
DIRECTION OF TRAFFIC, SIGNED DETOUR ROUTE
GENERAL NOTES:
E7
NOTES ON THIS SHEET:
CONSTRUCTION AREA SIGNS SHALL BE COVERED WHEN NOT IN USE.
DIRECTED BY THE ENGINEER.
REMOVE OR COVER ALL CONFLICTING EXISTING SIGNS AS
AND TRAFFIC HANDLING PLANS.
CONSTRUCTION AREA SIGNS AND STAGE CONSTRUCTION
FOR ADDITIONAL CONSTRUCTION AREA SIGNS AND DETAILS, SEE
LOCATIONS WILL BE DETERMINED BY THE ENGINEER.
MOTORIST INFORMATION SHEETS ARE APPROXIMATE ONLY. EXACT
LOCATIONS OF CONSTRUCTION AREA SIGNS AND PCMS SHOWN ON
4.
3.
2.
1.
23RD St CLOSED
INTERSECTION WITH
NORTH SIDE OF
23RD St CLOSED
INTERSECTION WITH
SOUTH SIDE OF
E3
LANES. BARRICADES SHALL BE TYPE I, II OR III.
MINUMIUM OF THREE BARRICADER PER LANE SHALL BE USED TO CLOSE
THE DETOUR PLAN.
THE LIST OF STREETS ABOVE ARE REFERRED TO AS "STREET" ON
F St, G St, H St, EYE St, CHESTER Ave, K St, L St AND M St.
THE DETOUR PLAN IS TYPICAL FOR THE FOLLOWING STREETS: D St, E St,
CONTRACTOR TO ALTERNATE INTERSECTION CLOSURES ON 23RD ST.
3.
2.
1.
FLASHING ARROW SIGN
#SIGN NUMBER (SEE SHEET MI-1)
TRAFFIC CONE
NB STREET TO WB 24TH St EB 23RD St TO SB STREET
236
23RD ST
24TH ST
22ND ST
23RD ST
24TH ST
22ND ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:31 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MOTORIST INFORMATION PLAN
APPROVED FOR MOTORIST INFORMATION WORK ONLY
NOTES:
1. FOR LEGEND AND GENERAL NOTES, SEE SHEET MI-2.
A1
A1
A1
CLOSED
INTERSECTION WITH 24TH St
OAK St SOUTH SIDE OF
MI-3
STAGE 2 DAYTIME
A2
A3
SB OAK St TO OAK St
NB OAK St TO OAK St
WEST ON 21ST St
SOUTH ON F St
EAST ON 24TH St
.
.
.
WEST ON 21ST St
SOUTH ON F St
EAST ON 24TH St
.
.
.
DETOUR PLAN No. 3A
DETOUR PLAN No. 3B
DETOUR PLAN No. 3C
A3
WEST ON 24TH St
NORTH ON F St
CONTINUE EAST ON 23RD St
EAST ON 24TH St
.
.
.
.
237
EB 24TH St TO SB OAK St
A1
A2
H2
H1
OAK STELM STBEECH STMYRTLE STSPRUCE STPINE STCEDAR STA STB ST22ND ST
23RD ST
24TH STLA
W
N STBAY STALDER STCEDAR STPI NE STSPRUCE STOLIVE STAUDUBON DRELM STASP
E
N S
T
BEECH STMYRTLE ST21ST ST
C STD STE STF ST24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:31 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MI-4
MOTORIST INFORMATION PLAN
DETOUR PLAN No. 5
.
.
.
C3
AA
C1
C1
C2
C2
AA
C2
AA
C2
AA
C3
C1
C1
B1
B2
E2
E1
E3
E1
DETAIL A
DETAIL B
DETAIL B
SEE
DETAIL B
SEE DETAIL B
SEE
DETAIL A
SEE
SOUTH ON BAY St
EAST ON ASPEN St
SOUTH ON ALDER St
SB ALDER St TO 24TH St
DETOUR PLAN No. 7
A3
B2
A2
APPROVED FOR MOTORIST INFORMATION WORK ONLY
WITH 24TH St CLOSED
AND ALDER St INTERSECTIONS
SPRUCE St, PINE St, CEDAR St
WB 24TH St TO ALDER St/
SPRUCE St/PINE St/CEDAR St
C2
WEST ON ASPEN St
NORTH ON BAY St
WEST ON 24TH St
.
.
.
B3SEE NOTE 2
DETOUR PLAN No. 4B
EB 24TH St TO ALDER St/
SPRUCE St/PINE St/CEDAR St
EAST ON ASPEN St
NORTH ON BEECH St
NORTH ON MYRTLE St
EAST ON 24TH St
.
.
.
.
STAGE 2 DAY TIME
NOTES:
BEECH St AND MYRTLE St INTERSECTIONS.
ALTERNATE FULL WEEKEND CLOSURE OF
FOR LEGEND AND GENERAL NOTES, SEE SHEET MI-2.
2.
1.
DETOUR PLAN No. 6
.
.
.
SOUTH ON BEECH St
WEST ON LAWN St
SOUTH ON SPRUCE St/PINE St/CEDAR St
DETOUR PLAN No. 4A
EB 24TH St TO ALDER St/
SPRUCE St/PINE St/CEDAR St
EAST ON ASPEN St
NORTH ON BEECH St
EAST ON 24TH St
.
.
.
SB SPRUCE St/PINE St/CEDAR St TO 24TH St
238
B2 B3
B1
SEE NOTE 2
A1
OAK STELM STBEECH STMYRTLE STSPRUCE STPINE STCEDAR STA STB ST22ND ST
23RD ST
24TH STLAW
N STBAY STALDER STCEDAR STPI NE STSPRUCE STOLIVE STAUDUBON DRELM STASP
E
N S
T
BEECH STMYRTLE ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:32 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MI-5
MOTORIST INFORMATION PLAN
NOTES:
1. FOR LEGEND AND GENERAL NOTES, SEE SHEET MI-2.
APPROVED FOR MOTORIST INFORMATION WORK ONLY
DAOR EGATNORF tS HT42
871 ETUOR
D2
D3
D3
D1AAAC
DETOUR PLAN No. 8
EAST ON 23RD St FRONTAGE ROAD
NORTH ON O St
EAST ON 22ND St
SOUTH ON M St
EAST ON 23RD St
.
.
.
.
.
OFF-RAMP CLOSED
23RD St FRONTAGE ROAD
D1
AB
EB 23RD St TO 23RD St FRONTAGE ROAD
STAGE 2 NIGHT TIME
239
24TH St
23RD St M StL St22ND St N StO StP StQ St23RD St
24TH StGOLDEN STATE Av
e
23RD St FRONTAGE ROADN St25TH StO StP St
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:33 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MI-6
MOTORIST INFORMATION PLAN
E2
E4
DETAIL A
APPROVED FOR MOTORIST INFORMATION WORK ONLY
A3
A3
A1
.
.
.
.
A3
A2
DETAIL A
SEE
.
.
.
.
A3
E3
DETAIL B
E2
E4
E5
DETAIL B
SEE
WB 24TH St TO EB 23RD St
STAGE 3 AND 4 DAYTIME AND NIGHTIME
EAST ON 23RD St
SOUTH ON NEXT STREET
WEST ON 24TH St
.
.
.
WB 24TH St TO NB STREET
EAST ON 25TH St
NORTH ON NEXT STREET
CONTINUE WEST ON 24TH St
.
.
.
SB STREET TO WB 24TH St
WEST ON 24TH St
SOUTH ON NEXT STREET
EAST ON 25TH St
SOUTH ON STREET
.
.
.
.
SB STREET TO EB 23RD St
EAST ON 23RD St
SOUTH ON NEXT STREET
WEST ON 24TH St
SOUTH ON STREET
.
.
.
.
NB STREET TO WB 24TH St
WEST ON 24TH St
NORTH ON NEXT STREET
EAST ON 23RD St
NORTH ON STREET
E7
E8
NOTES:
A2
A2
A3
A3 A1
A2
A3
A1
NB STREET TO NB STREET
DETOUR PLAN No. 10A DETOUR PLAN No. 10B DETOUR PLAN No. 10C
A3
DETOUR PLAN No. 9A DETOUR PLAN No. 9B DETOUR PLAN No. 9C
A2
LANES. BARRICADES SHALL BE TYPE I, II OR III.
MINUMIUM OF THREE BARRICADER PER LANE SHALL BE USED TO CLOSE
THE DETOUR PLAN.
THE LIST OF STREETS ABOVE ARE REFERRED TO AS "STREET" ON
F St, G St, H St, EYE St, CHESTER Ave, K St, L St AND M St.
THE DETOUR PLAN IS TYPICAL FOR THE FOLLOWING STREETS: D St, E St,
CONTRACTOR TO ALTERNATE INTERSECTION CLOSURES ON 23RD ST.
3.
2.
1.
24TH St CLOSED
INTERSECTION WITH
NORTH SIDE OF
24TH St CLOSED
INTERSECTION WITH
SOUTH SIDE OF
EAST ON 25TH St
NORTH ON NEXT STREET
WEST ON 24TH St
NORTH ONSTREET
240
23RD ST
24TH ST
25TH ST
23RD ST
24TH ST
25TH ST
22ND ST 22ND ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:33 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MOTORIST INFORMATION PLAN
APPROVED FOR MOTORIST INFORMATION WORK ONLY
NOTES:
1. FOR LEGEND AND GENERAL NOTES, SEE SHEET MI-2.
A1
DETAIL A
E5
E6
E5
E6
DETOUR PLAN No. 11A
A3
A1A1
CLOSED
INTERSECTION WITH 24TH St
OAK St CENTER OF
DETAIL A
SEE
STAGE 3 DAYTIME
MI-7
A2
A1 A1 A3
DETOUR PLAN No. 11B
NB OAK St TO WB 24TH St
WEST ON 24TH St
NORTH ON F St
EAST ON 24TH St
NORTH ON OAK St
.
.
.
.
EB 24TH St TO NB OAK St
.
.
.
.
E8
E8
2. SIGNS SHOWN ARE IN ADDITION TO SIGNS SHOWN ON MI-8.
NORTH ON OAK St
WEST ON 24TH St
NORTH ON F St
CONTINUE EAST ON 24TH St
241
OAK STELM STBEECH STMYRTLE STSPRUCE STPINE STCEDAR STA STB ST22ND ST
23RD ST
24TH STLA
W
N STBAY STALDER STCEDAR STPI NE STSPRUCE STOLIVE STAUDUBON DRELM STASP
E
N S
T
BEECH STMYRTLE ST21ST ST
C STD STE STF ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:34 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MOTORIST INFORMATION PLAN
APPROVED FOR MOTORIST INFORMATION WORK ONLY
NOTES:
1. FOR LEGEND AND GENERAL NOTES, SEE SHEET MI-2.
CLOSED
INTERSECTION WITH 24TH St
OAK St CENTER OF
A2
SB OAK St TO OAK St
DETOUR PLAN No. 11C
A1
A2
A2
A1
.
.
.
.
.
DETAIL A
SEE
STAGE 3 DAYTIME
MI-8
A3
NORTH ON OAK St
EAST ON CALIFORNIA Ave
EXIT CALIFORNIA Ave
SOUTH ON ROUTE 99
WEST ON 24TH St
DETOUR PLAN No. 11D
.
.
.
.
.
WB 24TH St TO SB OAK St
NORTH ON OAK St
EAST ON CALIFORNIA Ave
EXIT CALIFORNIA Ave
SOUTH ON ROUTE 99
CONTINUE WEST ON 24TH St
2. SIGNS SHOWN ARE IN ADDITION TO SIGNS SHOWN ON MI-7.
DETAIL A
E5
E6
E5
E6 E8
E8
242
AB OAK STELM STBEECH ST24TH STOLIVE STELM STMYRTLE ST17TH STGIBSON STGIBSON STROSEDALE HWY
18TH ST
19TH ST
20TH ST
21ST ST
22ND ST
CALIFORNIA AVE
ELM STTRUXTON AVEROUTE 99
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:34 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MI-9
MOTORIST INFORMATION PLAN
NOTES:
1. FOR LEGEND AND GENERAL NOTES, SEE SHEET MI-2.
APPROVED FOR MOTORIST INFORMATION WORK ONLY
DAOR EGATNORF tS HT42
871 ETUOR
C2
DETOUR PLAN No. 12
.
.
.
.
.
AA
C3
C1C3
WEST ON 24TH St
SOUTH ON M St
WEST ON 25TH St
NORTH ON O St
WEST ON 24TH St FRONTAGE ROAD
ON-RAMP CLOSED
24TH St FRONTAGE ROAD
WITH 24TH St CLOSED
K St INTERSECTION
C1
C3
C3
C3
C1 C2
.
.
.
C1
AA
AA
AA
EB 25TH St TO WB 24TH St
WEST ON 24TH St
SOUTH ON L St
EAST ON 25TH St
.
.
.
.
.
WB 25TH St TO WB 24TH St
WEST ON 24TH St
SOUTH ON EYE St
WEST ON 26TH St
NORTH ON CHESTER St
WEST ON 25TH St
SB K St TO WB 24TH St
WEST ON 24TH St
SOUTH ON L St
EAST ON 25TH St
SOUTH ON K St
.
.
.
.TO WB 24TH St
24TH St FRONTAGE ROAD
C2
STAGE 3 NIGHT TIME
DETOUR PLAN No. 13A DETOUR PLAN No. 13B DETOUR PLAN No. 13C
C2
243
AB
24TH St
23RD St M StL St22ND St N StO StP StQ St23RD St
24TH StGOLDEN STATE Av
e
23RD St FRONTAGE ROAD
25TH St N StO StP St26TH St
K StCHESTER StEYE St
ASPH
ASPHASPH
ASPHASPHASPHASPH
DIRT
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHASPHDIRTASPHASPHASPHASPH
RIVERSIDE DR
ASPHBUCK OWENS BLVD24TH ST
ASPHCONCASPHCO
N
CASP
H
A
S
P
H
DI
R
T
C
ONC
C
O
NC
C
ONCC
O
N
C
A
S
P
H
A
S
P
H
A
S
P
H
AS
P
HAS
P
H
S
R-99
ASPH CONCASPHCONCASPHCONCASPHASPHCONCASPHASPHCONCBUCK OWENS BLVDASPHASPHBAK - 99CONCCONCASPHASPHASPHASPHASPHDIRTDIRTDIRTDIRTBAK - 99BAK - 99CONCCONCASPHYI
ELDFOFOx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:36 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
MOTORIST INFORMATION PLAN
MI-10
NO SCALE
STAGE 5 NIGHT TIME
F1
50'300'
BUFFERSHIFT TAPER
480'
LEFT LANE MERGE
2
4
0'
L
E
F
T
L
A
NE
C
L
OS
UR
E
300'
SHIFT TAPER
250'
250'
F2
F3
FLASHING ARROW SIGN
F3
F4
20' C-C SPACING
TRAFFIC CONE
20' C-C SPACING
TRAFFIC CONE
20' C-C SPACING
TRAFFIC CONE
F5
LANE CLOSURE ON KERN RIVER BRIDGE
EASTBOUND OVERNIGHT TEMPORARY
SHIFT TRAFFIC SOUTH
11'
12'
244
DETAIL 10
Temp PAVEMENT MARKERS
24TH St
S
R-
9
9
B
U
C
K
O
WE
NS
Blv
d
ASPH
ASPHASPH
ASPHASPHASPHASPH
DIRT
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHASPHDIRTASPHASPHASPH ASPH
ASPH
RIVERSIDE DR
ASPHBUCK OWENS BLVD24TH ST
ASPHCONCASPHCO
N
CASP
H
A
S
P
H
DI
R
T
C
ONC
C
O
NC
C
ONCC
O
N
C
A
S
P
H
A
S
P
H
A
S
P
H
AS
P
HAS
P
H
S
R-99
ASPH CONCASPHCONCASPHCONCASPHASPHCONCASPHASPHCONCBUCK OWENS BLVDASPHASPHBAK - 99CONCCONCASPHASPHASPHASPHASPHDIRTDIRTDIRTDIRTBAK - 99BAK - 99CONCCONCASPHYI
ELDFOFOx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:37 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
MOTORIST INFORMATION PLAN
MI-11
NO SCALE
STAGE 5 NIGHT TIME
F1
50'300'
BUFFERSHIFT TAPER
480'
LEFT LANE MERGE
3
0
0'
280'
250'
250'
F7
FLASHING ARROW SIGN
F3
F4
20' C-C SPACING
TRAFFIC CONE
20' C-C SPACING
TRAFFIC CONE
20' C-C SPACING
TRAFFIC CONE
F5
LANE CLOSURE ON KERN RIVER BRIDGE
EASTBOUND OVERNIGHT TEMPORARY
SHIFT TRAFFIC NORTH
F5
50'
BUFFER REVERSING CURVES
20' C-C SPACING
TRAFFIC CONE
1
0
0'T
A
P
E
R
C
E
NT
E
R
L
ANE
C
L
OS
U
R
E
2
5
0'
11'
12'
245
DETAIL 10
Temp PAVEMENT MARKERS
24TH St
S
R-
9
9
B
U
C
K
O
WE
NS
Blv
d
DIRT
ASPH
ASPHASPHDIRTASPHASPHASPHDIRTASPH pASPHASPH
ASPHASPH
ASPHASPH
ASPH
CONC
POOLCONCASPH
POOLASPHASPHASPHASPH
ASPHASPH
ASPH
O
A
K ST OLIVE STELM STASPHASPH
ASPHCONC
ASPH
ASPHASP
HASPHASPH
ASPHCONCASPHCONCCONCPOOL
POOLPOOL POOL
ASPHC
O
N
C
CONC CONCASPHSTOPSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:37 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
MOTORIST INFORMATION PLAN
MI-12
NO SCALE
STAGE 5 NIGHT TIME
50'
BUFFER
LANE CLOSURE ON KERN RIVER BRIDGE
WESTBOUND OVERNIGHT TEMPORARY
SHIFT TRAFFIC SOUTH
20' C-C SPACING
TRAFFIC CONE
RIGHT TWO LANES CLOSED
480'
RIGHT LANE MERGE
CLOSED
RIGHT LANE
12'
12'
F7
F1250'
F5
F5
F5
FLASHING ARROW SIGN
20' C-C SPACING
TRAFFIC CONE
20' C-C SPACING
TRAFFIC CONE
246
24TH St
OAK
St
DIRT
ASPH
POOL
CONC
ASPHASPHDIRTASPHASPHASPHDIRTASPH pASPHASPH
ASPHASPH
ASPHASPH
ASPH
CONC
POOLCONCASPH
POOLASPHASPHASPHASPH
ASPHASPH
ASPH
O
A
K ST OLIVE STELM STASPHASPH
ASPHCONC
ASPH
ASPHASP
HASPHASPH
ASPHCONCASPHCONCPOOL
POOLPOOL
ASPHSTOPSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:38 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
MOTORIST INFORMATION PLAN
MI-13
NO SCALE
STAGE 5 NIGHT TIME
50'
BUFFER
LANE CLOSURE ON KERN RIVER BRIDGE
WESTBOUND OVERNIGHT TEMPORARY
SHIFT TRAFFIC NORTH
20' C-C SPACING
TRAFFIC CONE
480'
LEFT LANE MERGE
12'
11'
F2
F6
F5
FLASHING ARROW SIGN
370'50'
BUFFER
200'
SHIFT TAPER SHIFT TAPER
F6
F1
250'
20' C-C SPACING
TRAFFIC CONE
247
DETAIL 10
Temp PAVEMENT MARKERS
24TH St
OAK
St
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:39 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxlb014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
MOTORIST INFORMATION PLAN
NOTES:
1. FOR LEGEND AND GENERAL NOTES, SEE SHEET MI-2.
APPROVED FOR MOTORIST INFORMATION WORK ONLY
G1 G1
G2
G3
G3
MI-14
G1
G3
G3 G4
TYPICAL DOWNTOWN SIDEWALK DETOUR
SIDEWALK DETOURS
DO NOT OVERLAP
STAGGER BLOCK CLOSURES
248
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
DIRTDIRTASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
SILLECT AV
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPH
DIRT
ASPH ASPH
ASPH
ASPH
ASPHPOOLCONC
ASPHASPH
DIRT
ASPH
ASPHASPH
ASPHASPHDIRTCONC
CONC
ASPH
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOL CONCASPH
POOLASPH
ASPHASPHASPHASPH
ASPHASPH
ASPHASPHASPHASPH
ASPH CONC
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPH
ASPH ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPH
ASPH
CONC
CONCCONC
CONC
CONC
ASPHPOOL
POOL
POOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPH
ASPHASPHASPHASPHRIVERSIDE DRASPHBUCK OWENS BLVD24TH ST
24TH ST
24TH ST
OAK STOAK ST
OLIVE STELM STASPHELM STASPH
BEECH STASPHASPH
MYRTLE STASPHSPRUCE STPINE STCEDAR STASPHA STB STASPHC STASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONCSTAND
FP FP
CONC
ASPHASPH
POOL
CONC CONCCONC
CONC
POOL
POOL
CONCPOOL
CONC
POOL
POOL POOLCONCCONC
POOL
ASPHAUDUBON DRASPH
CONC
CONC
CONC
CONC
POOLASPH
ASPH
ASPH
21TH ST ASPH
ASPH
POOLASPHASPH
OAK STASPH
ASPH
ASPHASPHASP HASPH
CONC
POOL
POOLPOOL POOLS
POOLPOOL
ASPHCON
CCONC CONCASPH
ASPHPOOL
POOLPOOLPOOL
POOL
POOLPOOL POOL
POOLPOOL ASPHASPHASPHASPH ASPH ASPH
SPRUCE STMYRTLE STBEECH ST
CONC
ASPHASPHCONCCONC
CONC
CONC CONC
CONCASPH
CONC
ASPH
POOL
CONC
CONC
POOLCONC
CONC
CONC
CONC ASPHASPHASPHASPHPOOLCONCCONC
ASPHPOOLPOOL
POOLSASPHCONC
CONCASPH
CONC
CONC
CONC ASPHCEDAR STASPH
CONCPINE ST
CONC POOLPOOL ALDER STFP
POOL
PO
OLCONC
CONC
CONC
CONC
CONCPOO
LPOOL
CONC
ASPH
ASPH
ASPH
CON
CASPHASPHASPH ASPHASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPH
ASPHASPHASPH
ASPH
ASPH
ASPHASPH ASPHASPHASPH
ASPH
CONCCONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPHASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA ST23RD ST
23RD ST
ASPHPOOL
ASPH
ASPHASPH
HEAVY SHADOW
ASPH CONC
CONCASPH
ASPH
ASPH
ASPH
CONCASPH
ASPH
ASPHASP
HASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
ASPH
ASPH
ASPH
ASPHASPH
FPASPH
AS
PHASPH
CO
NCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
AS
PHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FP
FP
ASPH ASPH
ASP
HASPH ASPH
ASPH ASPH
ASPH
TRAILER
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASP
HASPH ASPH ASPH
ASP
HASPH
ASPH
ASPHASPH
CO
NCCONC CONC
CONC
ASPH ASPHCONC
ASPH
ASPHCONC
ASPH ASPH ASPH
ASPHASPH
ASPH CONCASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
ASPHCONCCONCASPH
ASP
HASPH
ASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASPH
ASPH
CONC
ASPH
ASP
HASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
ASPH
AS
PHASP
HASPH
ASP
HASPH
ASPH
CONC
CONCCONC
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC CONC
CONC
ASP
HASPH
ASPH
ASPH ASPH ASPH ASPHASPH
ASPH
ASPH
ASPH
TRAILER
ASPH
CONCCONC
ASPH
CONC
ASPHASPH
AS
PHASPH ASPH
ASPH
CONCCONCASPH
CONC
CONC
ASPH
ASPH
ASPH
CONC
ASPH
ASPH CONCASPHAS
PHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASP
HASPH
ASPH
ASPH
ASPHASPHASPHASPH ASPH
ASPHASPH
AS
PHASPH
ASPHASPHASPH
ASPH
ASPH
FPFP
AS
PHASPH ASPH
AS
PHASPH
ASP
HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONC
ASPH
ASPH
ASPHASPHASPH
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASP
HASPH
ASP
HCONC
CONC
ASPH
ASPH
ASPH
CONC
HEAVY SHADOW
HEAVY SHADOW
SR-178
SR-178
24TH ST
23RD ST
23RD ST
ASPH
24TH ST
24TH ST
25TH ST ASPH
P STASPH
O STN STM ST
M STL ST
L ST
K STK ST
ASPH
CHESTER AVASPHCHESTE
R AVEYE ST
EYE STASPHASPHH ST
H STG STG ST
F STF ST24TH ST
23RD ST
25TH ST
25TH ST
GOLDEN STATE AV
Q STASPHQ STASPH
DIKE
DIRT
ASP
HASPH
DIRT
CONC
CON
CCONCCONCCONCASPHASPHASPH ASP
HASP
HASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CON
CASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMI
NO DEL RI
O CT
SR-99CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONCUB
UB
UB
UB
UB
UB ASPHDIRT
UB
UB
UBDIRT
CONCASPH
CONCASPHCONCASPHUB
ASPHUBCONCASPH
CONC
ASPH ASPH
ASPH DIRTASPH
CONC CONCASPHTSTS TSCONCBARGMAN LN
CONCBUCK OWENS BLVDASPHASPHBAK - 99DIRT
DIRTTHOMAS WAYCONCCONCCONC ASPH
ASPHBAK - 99BAK - 99CONCASPHASPHASPHASPHBAK - 99BAK - 99CONCASPH
ASPHASPHASPHBUCK OWENS BLVDCONCASPH
ASPHUB
DIRT
DIRT
DIRT
ASPHDIRT
DIRT
UB
DIRT
ASPHASPHTANKS
DIRT
UBUBUBGATE
DIRTASPH
GATEASPHASPH
UBUB
ASPH
ASPHCONCUBCONCASPH POOLPOOLDIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH ASPHASPHASPHASPHASPH 21st STASPHPOOL
DIRTASPHASPHASPHASPHASPHDIRTDIRTCONCCONCDIRTPOOL
BAK - 99BAK - 99BAK - 99BAK - 99CONC CONCASPHASPHCONCBAK - 99BAK - 99BAK - 99CONCCONC
ASPH
ASPHASPHASPHBAK - 99BAK - 99CONCCONC CONCASPHASPH ASPHASPH
ASPH
ASPHASPHASPHASASAS ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:17:56 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
320
260330 340
350
3
5
0
360
360 370
370 380
380
400
400103
1
0
10SPRUCE StPINE StCEDAR StA StB StC StD StE StF StG StH StEYE StCHESTER StK StL StM StN StO StMYRTLE StBEECH St24TH St
23RD St
ROUTE 99OAK StSC-1
SR-178ALDER StBAY StELM StOLIVE StTRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SCALE 1' = 400'
STAGE 1 INDEX
CONSTRUCTION THIS STAGE
GENERAL NOTE (INDEX SHEETS):
NUMBER OF LANES AND DIRECTION OF TRAFFIC
LEGEND (INDEX SHEETS):
4
12
2
7
#244
2
2
2
3
2
2
2
3
3
22BUCK OWENS Blvd"24TH" LINE
"23RD" LINE
"E178" LINE
"W178" LINE
"B" LINE
"OAK-2" LINE
"OAK-1" LINE
"WB2" LINE
"EB2" LINE
13
9
ENCINAStAT END OF WORK SHIFT
CONTRACTOR TO PROVIDE ACCESS
Temp Pvmt PLACED THIS STAGE
4
3KERN RIVER
8
SR 58
DAY TIMENIGHT TIMEDAY TIMENIGHT TIMEDAY TIME STAGE CONSTRUCTION NOTES THIS SHEET:DAY TIME TRAFFIC HANDLING NOTES THIS SHEET:
1
NIGHT TIME STAGE CONSTRUCTION NOTES THIS SHEET:
NIGHT TIME TRAFFIC HANDLING NOTES THIS SHEET:
1
14
3
3
7
5
15
10
11
10
16
15
1
3
4
5
6
CLOSE WB INSIDE LANE.
SHIFT EB 23RD St TRAFFIC SOUTH.
7
SHIFT WB 24TH St TRAFFIC SOUTH.
SHIFT EB TRAFFIC SOUTH
3
SHIFT EB 23RD St TRAFFIC SOUTH.
4 SHIFT EB SR-178 TRAFFIC SOUTH.
2
1
2
3
Const CARRIER CANAL BRIDGE. SEE STRUCTURE PLANS.
Const RETAINING WALL. SEE STRUCTURE PLANS.
Const SOUND WALL. SEE STRUCTURE PLANS.
Const BASIN IMPROVEMENTS. SEE DRAINAGE PLANS.
Const MEDIAN IMPROVEMENTS.
Const PORTION OF EB 24TH St WIDENING.
Const PORTION OF NB OAK St WIDENING.
Const ELM St CUL-DE-SAC.
Const ALLEY IMPROVEMENTS.
Const MAINTENANCE ACCESS ROAD.
4
5
7
8
9
10
11
12
13
Const NORTH PORTION OF 23RD St.
Const NORTH PORTION OF 24TH St.
14
1
2
3
4
5
Const NORTH PORTION OF 23RD St.
Const NORTH PORTION OF INTERSECTION.
Const MEDIAN IMPROVEMENTS.
Const NORTH PORTION OF EB SR-178.
15
16
Const Temp Pvmt.
Const DRIVEWAY IMPROVEMENTS.
EACH WORK SHIFT.
CONTRACTOR TO MAINTAIN ACCESS TO ALLEY AT END OF
SEE MI PLANS.
ALTERNATING OVERNIGHT FULL CLOSURE OF INTERSECTION,
3
1
3
ONLY
CONSTRUCTION
DAY TIME
84
AND/OR T12.
WEEKEND LANE CLOSURES ONLY, USE Std PLAN T11
5
6
3 333
3 3
3 3
3 3
3 3
3 3
3 3
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
5 4
3 3
1 1
4
22 22 22 22 22
84
84
6 Const NORTH PORTION OF INTERSECTION.
2 SEE MI PLANS.
ALTERNATING OVERNIGHT FULL CLOSURE OF INTERSECTION,
AND/OR T12.
OVERNIGHT LANE CLOSURES ONLY, USE Std PLAN T11
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
64
64
DURING CONSTRUCTION
CONTRACTOR TO PROVIDE ACCESS
COLD PLANE AND HMA OVERLAY
SLURRY SEAL
WEEKEND OR OVERNIGHT
SHORT TERM CLOSURE ONLY
249
STAGE CONSTRUCTION INDEX SHEETS SHOW OVERALL STAGE
CONSTRUCTION AND TRAFFIC HANDLING. FOR STAGE
CONSTRUCTION AND TRAFFIC HANDLING DETAILS, SEE
STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS,
SHEETS SC-6 THROUGH SC-48.
17
4
(CalW)
17 Const UTILITY IMPROVEMENTS (BY OTHERS). SEE UTILITY PLANS.
4
4 4 4
5
8
6
6
6
5
3
3
3
SPRUCE StPINE StCEDAR StA StB StC StD StE StEYE StCHESTER StK StL StM StN StO StMYRTLE StBEECH StROUTE 99OAK StSR-178ALDER StBAY StELM StOLIVE StKERN RIVER
1
2
3
7
7
7
5
FOR GENERAL NOTES AND LEGEND, SEE SHEET SC-1.
5
6
5
1
1
1
ASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
U/C
U/C
U/C
U/C
DIRT
DIRT
DIRT
U/C DIRTASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
SILLECT AV
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPH
DIRT
ASPH ASPH
ASPH
ASPH
ASPHPOOLCONC
ASPHASPH
DIRT
ASPH
ASPHASPH
ASPHASPHDIRTCONC
CONC
ASPH
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOL CONCASPH
POOLASPH
ASPHASPHASPH
ASPHASPH
ASPHASPHASPHASPH
ASPH CONC
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPH
ASPH ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPH
ASPH
CONC
CONCCONC
CONC
CONC
ASPHPOOL
POOL
POOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPH
ASPHASPHASPHASPHRIVERSIDE DRASPHBUCK OWENS BLVD24TH ST
24TH ST
24TH ST
OAK STOAK ST
OLIVE STELM STBEECH STASPHASPH
MYRTLE STASPHSPRUCE STPINE STCEDAR STASPHA STB STASPHC STASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONCSTAND
FP FP
CONC
ASPHASPH
POOL
CONC CONCCONC
CONC
POOL
POOL
CONCPOOL
CONC
POOL
POOL POOLCONCCONC
POOL
ASPHAUDUBON DRASPH
CONC
CONC
CONC
CONC
POOLASPH
ASPH
ASPH
21TH ST ASPH
ASPH
POOLASPHASPH
OAK STASPH
ASPH
ASPHASPHASP HASPH
CONC
POOL
POOLPOOL POOLS
POOLPOOL
ASPHCON
CCONC CONCASPHPOOL
POOLPOOLPOOL
POOL
POOLPOOL POOL
POOLPOOL ASPHASPHASPHASPH ASPH ASPH
SPRUCE STMYRTLE STBEECH ST
CONC
ASPHASPHCONCCONC
CONC
CONC CONC
CONCASPH
CONC
ASPH
POOL
CONC
CONC
POOLCONC
CONC
CONC
CONC ASPHASPHASPHASPHPOOLCONCCONC
ASPHPOOLPOOL
POOLSASPHCONC
CONCASPH
CONC
CONC
CONC ASPHCEDAR STASPH
CONCPINE ST
CONC POOLPOOL ALDER STFP
POOL
PO
OLCONC
CONC
CONC
CONC
CONCPOO
LPOOL
CONC
ASPH
ASPH
ASPH
CON
CASPHASPHASPH ASPHASPH
ASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPHASPH ASPHASPHASPH
ASPH
CONCCONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPHASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA ST23RD ST
ASPHPOOL
ASPH
ASPHASPH
HEAVY SHADOW
ASPH CONC
CONCASPH
ASPH
ASPH
ASPH
CONCASPH
ASPH
ASPHASP
HASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
ASPH
ASPH
ASPH
ASPHASPH
FPASPH
AS
PHASPH
CO
NCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
AS
PHASPH
ASPH
ASPH
ASPHASPH
ASPH
FP
FP
ASPH ASPH
ASP
HASPH ASPH
ASPH ASPH
ASPH
TRAILER
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASP
HASPH ASPH ASPH
ASP
HASPH
ASPH
ASPHASPH
CO
NCCONC CONC
ASPH ASPHCONC
ASPH
ASPHCONC
ASPHASPH
ASPH CONCASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
ASPHCONCCONCASPH
ASP
HASPH
ASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASPH
ASPH
CONC
ASPH
ASP
HASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
ASPH
AS
PHASP
HASPH
ASP
HASPH
ASPH
CONC
CONCCONC
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC CONC
CONC
ASP
HASPH
ASPH ASPHASPH
ASPH
ASPH
TRAILER
ASPH
CONCCONC
ASPH
CONC
ASPHASPH
AS
PHASPH ASPH
ASPH
CONCCONCASPH
CONC
CONC
ASPH
ASPH
ASPH
CONC
ASPH
ASPH CONCASPHAS
PHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASP
HASPH
ASPH
ASPH
ASPHASPHASPHASPH ASPH
ASPHASPH
AS
PHASPH
ASPHASPHASPH
ASPH
ASPH
FPFP
AS
PHASPH ASPH
AS
PHASPH
ASP
HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONC
ASPH
ASPH
ASPHASPHASPH
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASP
HASPH
ASP
HCONC
CONC
ASPH
ASPH
ASPH
CONC
HEAVY SHADOW
HEAVY SHADOW
SR-178
SR-178
24TH ST
23RD ST
ASPH
24TH ST
24TH ST
25TH ST ASPH
P STASPH
O STN STM ST
M STL ST
L ST
K STK ST
ASPH
CHESTER AVASPHCHESTE
R AVEYE ST
EYE STASPHASPHH ST
H STG STG ST
F STF ST24TH ST
25TH ST
25TH ST
GOLDEN STATE AV
Q STASPHQ STASPH
DIKE
DIRT
ASP
HASPH
DIRT
CONC
CON
CCONCCONCCONCASPHASPHASPH ASP
HASP
HASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CON
CASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMI
NO DEL RI
O CT
SR-99CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONCUB
UB
UB
UB
UB
UB ASPHDIRT
UB
UB
UBDIRT
CONCASPH
CONCASPHCONCASPHUB
ASPHUBCONCASPH
CONC
ASPH ASPH
ASPH DIRTASPH
CONC CONCASPHTSTS TSCONCBARGMAN LN
CONCBUCK OWENS BLVDASPHASPHBAK - 99DIRT
DIRTTHOMAS WAYCONCCONCCONC ASPH
ASPHBAK - 99BAK - 99CONCASPHASPHASPHASPHBAK - 99BAK - 99CONCASPH
ASPHASPHASPHBUCK OWENS BLVDCONCASPH
ASPHUB
DIRT
DIRT
DIRT
ASPHDIRT
DIRT
UB
DIRT
ASPHASPHTANKS
DIRT
UBUBUBGATE
DIRTASPH
GATEASPHASPH
UBUB
ASPH
ASPHCONCUBCONCASPH POOLPOOLDIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH ASPHASPHASPHASPHASPH 21st STASPHPOOL
DIRTASPHASPHASPHASPHASPHDIRTDIRTCONCCONCDIRTPOOL
BAK - 99BAK - 99BAK - 99BAK - 99CONC CONCASPHASPHCONCBAK - 99BAK - 99BAK - 99CONCCONC
ASPH
ASPHASPHASPHBAK - 99BAK - 99CONCCONC CONCASPHASPH ASPHASPH
ASPH
ASPHASPHASPHASASAS ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:00 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
320
260330 340
350
3
5
0
360
360 370
370 380
380
400
400103
1
0
10YIEL
DSTOPSTOP234
2
2
2
3
2
2
2
3
3
22NOTE THIS SHEET:
4
312
3
6
6
6
11
6
6
5
5
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
5
13
3
4
2
SC-2
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SCALE 1' = 400'
STAGE 2 INDEX
DAY TIME STAGE CONSTRUCTION NOTES THIS SHEET:NIGHT TIME STAGE CONSTRUCTION NOTES THIS SHEET:
DAY TIME TRAFFIC HANDLING NOTES THIS SHEET:
NIGHT TIME TRAFFIC HANDLING NOTES THIS SHEET:BUCK OWENS BlvdDAY TIMENIGHT TIMEDAY TIMENIGHT TIME24TH St
23RD St
"24TH" LINEENCINAStF StG StH St1
2
3
4
5
6
9
10
11
12
13
CONTINUE Const FROM PREVIOUS STAGE.
REMOVE Exist RAISED MEDIAN AND Const Temp Pvmt.
Const SOUND WALL. SEE STRUCTURE PLANS.
Const PORTION OF EB 24TH St WIDENING.
Const PORTION OF WB 24TH St WIDENING.
Const PORTION OF INTERSECTION.
Const MAINTENANCE DRIVEWAY AND PRIVATE DRIVEWAY.
Const OAK St WIDENING.
Const OH SIGN. SEE SIGN PLANS.
7
8
Const SOUTH PORTION OF 23RD St.
Const B St CUL-DE-SAC.
Const C St CUL-DE-SAC.
1
3
4
5
6
FULL CLOSURE OF INTERSECTION, SEE MI PLANS.
2 SHIFT EB TRAFFIC WEST OF OAK St NORTH.
SHIFT EB AND WB TRAFFIC SOUTH.
7 SHIFT EB 23RD St TRAFFIC NORTH.
8
WEEKEND LANE CLOSURES ONLY, USE Std PLAN T11.
CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAY AT ALL TIMES.
1
3
4
Const SOUTH PORTION OF 23RD St.
Const SOUTH PORTION OF INTERSECTION.
Const DRIVEWAY ACCESS.
Const SOUTH PORTION OF EB SR-178.
2
1
3
4
5
SHIFT EB SR-178 TRAFFIC NORTH.
2
SHIFT EB 23RD St TRAFFIC NORTH.
FULL CLOSURE OF 23RD St FRONTAGE ROAD ACCESS, SEE MI PLANS.
ALTERNATING OVERNIGHT FULL CLOSURE OF INTERSECTION, SEE MI PLANS.
CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAY AT ALL TIMES.
SEE MI PLANS.
ALTERNATING FULL WEEKEND CLOSURE OF INTERSECTION,
USE Std PLAN T12 AND/OR T13.
CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTION,
1
3
5
7
10
9
7
8
14
Const SOUTH PORTION OF 24TH St.
1 1
2 2
"23RD" LINE
2 2 2 2 2 2 22
3 4 53434
6
6
5 6
5 Const PORTION OF 24TH St WIDENING.
6 CLOSE WB INSIDE LANE.
6 Const SOUTH PORTION OF WB SR-178.
7 SHIFT WB SR-178 TRAFFIC NORTH.
6 7
250
Const UTILITY IMPROVEMENTS (BY OTHERS). SEE UTILITY PLANS.
14 (CalW)
6
14 (CalW)
14 (CalW)
14
(CalW)
"E178" LINE
"W178" LINE
"B" LINE"OAK-1" LINE
"WB2" LINE
"EB2" LINE
SR 58
"OAK-2" LINE
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
U/C
U/C
U/C
U/C
DIRT
DIRT
DIRT
U/C DIRTASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
SILLECT AV
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPH
DIRT
ASPH ASPH
ASPH
ASPH
ASPHPOOLCONC
ASPHASPH
DIRT
ASPH
ASPHASPH
ASPHASPHDIRT
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOL CONCASPH
POOLASPH
ASPHASPHASPHASPHASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONCCONC
POOL
ASPH
CONC
CONCCONC
CONC
ASPHPOOL
POOL
POOL
POOLASPHASPHASPHASPH ASPHASPH
ASPHASPHASPHRIVERSIDE DRASPHBUCK OWENS BLVD24TH ST
OAK STOAK ST
OLIVE STELM STBEECH STASPH
MYRTLE STASPHSPRUCE STPINE STCEDAR STASPHA STASPHC STASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONCSTAND
FP FP
CONC
ASPHASPH
POOL
CONC CONCCONC
CONC
POOL
POOL
CONCPOOL
CONC
POOL
POOL POOLCONCCONC
POOL
ASPHAUDUBON DRASPH
CONC
CONC
CONC
CONC
POOLASPH
ASPH
ASPH
21TH ST ASPH
ASPH
POOLASPHASPH
OAK STASPH
ASPH
ASPHASPHASP HASPH
CONC
POOL
POOLPOOL POOLS
POOLPOOL
ASPHCON
CCONC CONCASPHPOOL
POOLPOOLPOOL
POOL
POOLPOOL POOL
POOLPOOL ASPHASPHASPHASPH ASPH ASPH
SPRUCE STMYRTLE STBEECH ST
CONC
ASPHASPHCONCCONC
CONC
CONC CONC
CONCASPH
CONC
ASPH
POOL
CONC
CONC
POOLCONC
CONC
CONC
CONC ASPHASPHASPHASPHPOOLCONCCONC
ASPHPOOLPOOL
POOLSASPHCONC
CONCASPH
CONC
CONC
CONC ASPHCEDAR STASPH
CONCPINE ST
CONC POOLPOOL ALDER STFP
POOL
PO
OLCONC
CONC
CONC
CONC
CONCPOO
LPOOL
CONC
ASPH
ASPH
ASPH
CON
CASPHASPHASPH ASPHASPH
ASPHASPHASPHASPH
ASPHASPH ASPHASPHASPH
ASPH
CONCCONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPHASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA ST23RD ST
ASPHPOOL
ASPH
ASPH
ASPH
ASPH
DIKE
DIRT
ASP
HASPH
DIRT
CONC
CON
CCONCCONCCONCASPHASPHASPH ASP
HASP
HASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CON
CASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMI
NO DEL RI
O CT
SR-99CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONCUB
UB
UB
UB
UB
UB ASPHDIRT
UB
UB
UBDIRT
CONCASPH
CONCASPHCONCASPHUB
ASPHUBCONCASPH
CONC
ASPH ASPH
ASPH DIRTASPH
CONC CONCASPHTSTS TSCONCBARGMAN LN
CONCBUCK OWENS BLVDASPHASPHBAK - 99DIRT
DIRTTHOMAS WAYCONCCONCCONC ASPH
ASPHBAK - 99BAK - 99CONCASPHASPHASPHASPHBAK - 99BAK - 99CONCASPH
ASPHASPHASPHBUCK OWENS BLVDCONCASPH
ASPHUB
DIRT
DIRT
DIRT
ASPHDIRT
DIRT
UB
DIRT
ASPHASPHTANKS
DIRT
UBUBUBGATE
DIRTASPH
GATEASPHASPH
UBUB
ASPH
ASPHCONCUBCONCASPH POOLPOOLDIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH ASPHASPHASPHASPHASPH 21st STASPHPOOL
DIRTASPHASPHASPHASPHASPHDIRTDIRTCONCCONCDIRTPOOL
BAK - 99BAK - 99BAK - 99BAK - 99CONC CONCASPHASPHCONCBAK - 99BAK - 99BAK - 99CONCCONC
ASPH
ASPHASPHASPHBAK - 99BAK - 99CONCCONC CONCASPHASPH ASPHASPH
ASPH
ASPHASPHASPHASASAS ASPHYIELD
ASPH
ASPHASPH
HEAVY SHADOW
ASPH CONC
CONCASPH
ASPH
ASPH
ASPH
CONCASPH
ASPH
ASPHASP
HASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CONC
ASPH
ASPHASPHASPH
CONC
ASPH
ASPH
ASPH
ASPHASPH
FPASPH
AS
PHASPH
CO
NCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH
AS
PHASPH
ASPH
ASPH
ASPHASPH
FP
FP
ASPH ASPH
ASP
HASPH ASPH
ASPH ASPH
ASPH
TRAILER
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASP
HASPH ASPH ASPH
ASP
HASPH
ASPH
ASPHASPH
CO
NCCONC CONC
ASPH ASPHCONC
ASPH
ASPHCONC
ASPHASPH
ASPH CONCASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
ASPHCONCCONCASPH
ASP
HASPH
ASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASPH
ASPH
CONC
ASPH
ASP
HASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
ASPH
AS
PHASP
HASPH
ASP
HASPH
ASPH
CONC
CONCCONC
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC CONC
CONC
ASP
HASPH
ASPH ASPHASPH
ASPH
ASPH
TRAILER
ASPH
CONCCONC
ASPH
CONC
ASPHASPH
AS
PHASPH
ASPH
CONCCONCASPH
CONC
CONC
ASPH
ASPH
ASPH
CONC
ASPH
ASPH CONCASPHAS
PHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASP
HASPH
ASPH
ASPH
ASPHASPHASPHASPH ASPH
ASPHASPH
AS
PHASPH
ASPHASPHASPH
ASPH
ASPH
FPFP
AS
PHASPH ASPH
AS
PHASPH
ASP
HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONC
ASPH
ASPH
ASPHASPHASPH
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASP
HASPH
ASP
HCONC
CONC
ASPH
ASPH
ASPH
CONC
HEAVY SHADOW
HEAVY SHADOW
SR-178
SR-178
24TH ST
23RD ST
ASPH
24TH ST
24TH ST
25TH ST ASPH
P STASPH
O STN STM ST
M STL ST
L ST
K STK ST
ASPH
CHESTER AVASPHCHESTE
R AVEYE ST
EYE STASPHASPHH ST
H STG STG ST
F STF ST24TH ST
25TH ST
25TH ST
GOLDEN STATE AV
Q STASPHQ STSTOPSTOP
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:08 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
320
260330 340
350
3
5
0
360
360 370
370 380
380
400
400103
1
0
10STOP
STOP STOPSTOP
STOP
STOP SAASSTOPSTOPKCSTOPSTOPSTOPSTOPSTOPSTOP
STOPSTOPSTOP232
2
2
2
2
4
3
3
2134
2
2
2
2
3
6SPRUCE StPINE StCEDAR StA StB StC StD StE StG StH StEYE StCHESTER StK StL StM StN StO StMYRTLE StBEECH StROUTE 99OAK StSR-178
ALDER StBAY StELM StOLIVE StBUCK OWENS Blvd"E178" LINE
"W178" LINE
"B" LINE
"OAK-2" LINE
"OAK-1" LINE
"WB2" LINE
"EB2" LINE
3
6
1
ENCINA StKERN RIVER
4
SR 58
SC-3
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SCALE 1' = 400'
STAGE 3 INDEX
NOTE THIS SHEET:
FOR GENERAL NOTES AND LEGEND, SEE SHEET SC-1.
DAY TIME STAGE CONSTRUCTION NOTES THIS SHEET:NIGHT TIME STAGE CONSTRUCTION NOTES THIS SHEET:
NIGHT TIME TRAFFIC HANDLING NOTES THIS SHEET:
DAY TIME TRAFFIC HANDLING NOTES THIS SHEET:
1
2
3
4
5
6
SHIFT WB TRAFFIC NORTH.
SHIFT EB TRAFFIC SOUTH.
SHIFT NB OAK St TRAFFIC EAST.
CLOSE SB OAK St INSIDE LANE.
7
8
9 SHIFT EB 23RD St TRAFFIC SOUTH.
FULL CLOSURE OF C St.
WEEKEND LANE CLOSURES ONLY, USE Std PLAN T11.
1
2
3
Const CENTER PORTION OF 24TH St WIDENING.
4
5
6
7
8
Const NORTH PORTION OF 23RD St.
Const SOUTH PORTION OF 24TH St. 1
2
3
4
FULL CLOSURE OF INTERSECTION, SEE MI PLANS.
ALTERNATING OVERNIGHT FULL CLOSURE OF INTERSECTION, SEE MI PLANS.
1
2
3
CONSTRUCTED OAK St.
SHIFT OAK St TRAFFIC, NORTH OF 24TH St, TO NEWLY DAY TIMENIGHT TIME24TH St "24TH" LINE
DAY TIMENIGHT TIME"23RD" LINE
23RD St
9
10
Const NORTH PORTION OF 24TH St.
Const NORTH PORTION OF INTERSECTION.
Const DRIVEWAY ACCESS.
Const NORTH PORTION OF WB SR-178.
COLD PLANE AND HMA OVERLAY.
SLURRY SEAL.
4
5
6
7
5
6
CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAY AT ALL TIMES.
SHIFT WB SR-178 TRAFFIC SOUTH.
OVERNIGHT LANE CLOSURES ONLY, USE Std PLAN T11.
5
Const CENTER PORTION OF OAK St WIDENING.
Const PORTION OF 23RD AT B St.
8 8
7
7
7 1
4
5
10
WEEKEND CLOSURE OF INTERSECTION. SEE MI PLANS.
WEEKEND LANE CLOSURES ONLY, USE Std PLAN T12 AND/OR T13.
11
99
11
7
1010
SHIFT WB 24TH St TRAFFIC NORTH.
1 1
4 4
5 5
7 6
6 6
2 2
2 2 2 2
2 222
3
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
SHIFT WB 24TH St TRAFFIC SOUTH.
Const DRAINAGE MAIN SYSTEM.
3 6
2 2
3 6
63
63
2
2
Const NORTH PORTION OF BAY St INTERSECTION.
Const PORTION OF 24TH St WIDENING AT KERN RIVER BRIDGE.
Const C St IMPROVEMENTS.
Const Temp Pvmt.
Const REMAINDER OF INTERSECTION.
251
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
U/C
U/C
U/C
U/C
DIRT
DIRT
DIRT
U/C DIRTASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
SILLECT AV
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPH
DIRT ASPH
ASPH
ASPH
ASPHPOOLCONC
ASPHASPH
DIRT
ASPH
ASPHASPH
ASPHASPHDIRT
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOL CONCASPH
POOLASPH
ASPHASPHASPHASPHASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONCCONC
POOL
ASPH
CONC
CONCCONC
CONC
ASPHPOOL
POOL
POOL
POOLASPHASPHASPHASPH ASPHASPH
ASPHASPHASPHRIVERSIDE DRASPHBUCK OWENS BLVD24TH ST
OAK STOAK ST
OLIVE STELM STBEECH STASPH
MYRTLE STASPHSPRUCE STPINE STCEDAR STASPHA STASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONCSTAND
FP FP
CONC
ASPHASPH
POOL
CONC CONCCONC
CONC
POOL
POOL
CONCPOOL
CONC
POOL
POOL POOLCONCCONC
POOL
ASPHAUDUBON DRASPH
CONC
CONC
CONC
CONC
POOLASPH
ASPH
ASPH
21TH ST ASPH
ASPH
POOLASPHASPH
OAK STASPH
ASPH
ASPHASPHASP HASPH
CONC
POOL
POOLPOOL POOLS
POOLPOOL
ASPHCON
CCONC CONCASPHPOOL
POOLPOOLPOOL
POOL
POOLPOOL POOL
POOLPOOL ASPHASPHASPHASPH ASPH ASPH
SPRUCE STMYRTLE STBEECH ST
CONC
ASPHASPHCONCCONC
CONC
CONC CONC
CONCASPH
CONC
ASPH
POOL
CONC
CONC
POOLCONC
CONC
CONC
CONC ASPHASPHASPHASPHPOOLCONCCONC
ASPHPOOLPOOL
POOLSASPHCONC
CONCASPH
CONC
CONC
CONC ASPHCEDAR STASPH
CONCPINE ST
CONC POOLPOOL ALDER STFP
POOL
PO
OLCONC
CONC
CONC
CONC
CONCPOO
LPOOL
CONC
ASPH
ASPH
ASPH
CON
CASPHASPHASPH ASPHASPH
ASPHASPHASPHASPH
ASPHASPH ASPHASPHASPH
ASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPHASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA STASPHPOOL
ASPH
ASPHASPH
HEAVY SHADOW
ASPH CONC
CONCASPH
ASPH
ASPH
ASPH
CONCASPH
ASPH
ASPHASP
HASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
CONCASPH
ASPHASPHASPH
CONC
ASPH
ASPH
ASPH
ASPHASPH
FPASPH
AS
PHCO
NCASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FP
ASPH ASPH
ASP
HASPH ASPH
ASPH ASPH
ASPH
TRAILER
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASP
HASP
HASPH
ASPH
ASPH
CONC CONCCONC
ASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCASPH
ASP
HASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASP
HASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
AS
PHASPH
ASPHCONCCONCCONCASPHASPH
CONC
ASP
HASPH ASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
CONCASPHASPH
CONCCONCASPH
CONC
ASPH
ASPH
CONC
ASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASP
HASPH
ASPH
ASPH
ASPHASPHAS
PHASPHASPHASPH
ASPH
FPFP
AS
PHASPH ASPH
AS
PHASPH
ASP
HASPH
ASPH
ASPHASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONC
ASPHASPH
CONCASPH
ASPH
ASPH
ASPH
ASP
HASP
HCONC
CONC
ASPH
CONC
HEAVY SHADOW
HEAVY SHADOW
SR-178
SR-178
24TH ST
24TH ST
25TH ST ASPH
P STASPH
O STN STM ST
L STK ST
ASPH
CHESTER AVEYE STH ST
G STF ST25TH ST
25TH ST
GOLDEN STATE AV
Q STASPHQ STASPH
DIKE
DIRT
ASP
HASPH
DIRT
CONC
CON
CCONCCONCCONCASPHASPHASPH ASP
HASP
HASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CON
CASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMI
NO DEL RI
O CT
SR-99CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONCUB
UB
UB
UB
UB
UB ASPHDIRT
UB
UB
UBDIRT
CONCASPH
CONCASPHCONCASPHUB
ASPHUBCONCASPH
CONC
ASPH ASPH
ASPH DIRTASPH
CONC CONCASPHTSTS TSCONCBARGMAN LN
CONCBUCK OWENS BLVDASPHASPHBAK - 99DIRT
DIRTTHOMAS WAYCONCCONCCONC ASPH
ASPHBAK - 99BAK - 99CONCASPHASPHASPHASPHBAK - 99BAK - 99CONCASPH
ASPHASPHASPHBUCK OWENS BLVDCONCASPH
ASPHUB
DIRT
DIRT
DIRT
ASPHDIRT
DIRT
UB
DIRT
ASPHASPHTANKS
DIRT
UBUBUBGATE
DIRTASPH
GATEASPHASPH
UBUB
ASPH
ASPHCONCUBCONCASPH POOLPOOLDIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH ASPHASPHASPHASPHASPH 21st STASPHPOOL
DIRTASPHASPHASPHASPHASPHDIRTDIRTCONCCONCDIRTPOOL
BAK - 99BAK - 99BAK - 99BAK - 99CONC CONCASPHASPHCONCBAK - 99BAK - 99BAK - 99CONCCONC
ASPH
ASPHASPHASPHBAK - 99BAK - 99CONCCONC CONCASPHASPH ASPHASPH
ASPH
ASPHASPHASPHASASAS YIEL
DSTOPSTOPCKSTOPSTOPSTOPSTOPSTOPSTOP
STOPSTOP STOP
STOP
CONCASPH
STOPSTOP
STOP
STOPASPHASPH
ASPH
ASPH
ASPH
CONC
ASPH
AS
PHASPH
ASPH FP
ASPHCO
NCASPH ASPHASPHCONC
ASPHASPH
ASPH CONCASPH
ASPH ASPHCONCCONCASPH
CONC
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASP
HASP
HASPH
ASPH
ASPH
ASPH
ASPH
CONCCONCCONC
CONC
ASPH ASPH
ASPH
ASPHASPH
CONCASPH CONCASPHASPH ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
23RD ST
ASPHM STL ST
K STASPHCHESTE
R AVEYE STASPHASPH
H STG STF STSSAASTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:14 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
320
260330 340
350
3
5
0
360
360 370
370 380
380
400
400103
1
0
10STOP STOPSTOP STOPSTOP SSSAAASC-4
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SCALE: 1" = 400'
STAGE 4 INDEX436
2
2
2
4
2
3
3
21332 5SPRUCE StPINE StCEDAR StA StB StC StD StE StG StH StEYE StCHESTER StL StM StN StO StMYRTLE StBEECH StROUTE 99OAK StSR-178
ALDER StBAY StELM StOLIVE StBUCK OWENS Blvd"E178" LINE
"W178" LINE
"OAK-2" LINE
"OAK-1" LINE
"WB2" LINE
"EB2" LINE
"B" LINE
ENCINA St4
2
3
3
KERN RIVER
2
SR 58
4
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTE THIS SHEET:
FOR GENERAL NOTES AND LEGEND, SEE SHEET SC-1.
DAY TIME STAGE CONSTRUCTION NOTES THIS SHEET:NIGHT TIME STAGE CONSTRUCTION NOTES THIS SHEET:
NIGHT TIME TRAFFIC HANDLING NOTES THIS SHEET:
DAY TIME TRAFFIC HANDLING NOTES THIS SHEET:
1
2
3
4
5
6
WEEKEND LANE CLOSURES ONLY, USE Std PLAN T11.
1
1
2
SHIFT WB 24TH St TRAFFIC NORTH.
1
2
Const SOUTH PORTION OF 24TH St.
Const SOUTH PORTION OF INTERSECTION.
Const SOUND WALL. SEE STRUCTURE PLANS.
Const ALLEY IMPROVEMENTS.
Const REMAINDER OF EB 24TH St WIDENING.DAY TIMENIGHT TIMENIGHT TIMEDAY TIME24TH St
23RD St
"24TH" LINE
"23RD" LINE4
21
SHIFT EB TRAFFIC NORTH.
SHIFT NB OAK St LEFT/THROUGH TRAFFIC WEST.
SHIFT SB OAK St TRAFFIC EAST.
3
44
SHIFT EB 24TH St TRAFFIC SOUTH.
85
96
7 EACH WORK SHIFT.
CONTRACTOR TO MAINTAIN ACCESS TO ALLEY AT END OF
10 7 10 7
10 7
2 2
11
2 2
2 2
2 2
22
WEEKEND CLOSURE OF INTERSECTION. SEE MI PLANS.
3 2
3
4
5
8
9
2 Const PORTION OF EB 24TH St WIDENING.
6
7
Const PORTION OF 23RD St.
Const PORTION OF 24TH St.
6
71
Const REMAINDER OF OAK St WIDENING.
Const NORTH PORTION OF 24TH St, BETWEEN BAY ST AND C ST.
Const NORTH PORTION OF INTERSECTION AT C ST.
252
SEE MI PLANS.
ALTERNATING OVERNIGHT FULL CLOSURE OF INTERSECTION,
10 Const UTILITY IMPROVEMENTS (BY OTHERS). SEE UTILITY PLANS.
10 (CalW)
10 (CalW)
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
U/C
U/C
U/C
U/C
DIRT
DIRT
DIRT
U/C DIRTASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
SILLECT AV
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
DIRT
ASPH
ASPH
ASPHPOOLCONC
ASPHASPH
DIRT
ASPH
ASPHASPH
ASPHASPHDIRT
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOL CONCASPH
POOLASPH
ASPHASPHASPHASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONCCONC
POOL
ASPH
CONC
CONCCONC
CONC
ASPHPOOL
POOL
POOL
POOLASPHASPHASPHASPH ASPHASPH
ASPHASPHASPHRIVERSIDE DRASPHBUCK OWENS BLVD24TH ST
OAK ST
OLIVE STELM STBEECH STASPH
MYRTLE STSPRUCE STPINE STCEDAR STASPHA STASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONCSTAND
FP FP
CONC
ASPHASPH
POOL
CONC CONCCONC
CONC
POOL
POOL
CONCPOOL
CONC
POOL
POOL POOLCONCCONC
POOL
ASPHAUDUBON DRASPH
CONC
CONC
CONC
CONC
POOLASPH
ASPH
ASPH
21TH ST ASPH
ASPH
POOLASPHASPH
OAK STASPH
ASPH
ASPHASPHASP HASPH
CONC
POOL
POOLPOOL POOLS
POOLPOOL
ASPHCON
CCONC CONCASPHPOOL
POOLPOOLPOOL
POOL
POOLPOOL POOL
POOLPOOL ASPHASPHASPHASPH ASPH ASPH
SPRUCE STMYRTLE STBEECH ST
CONC
ASPHASPHCONCCONC
CONC
CONC CONC
CONCASPH
CONC
ASPH
POOL
CONC
CONC
POOLCONC
CONC
CONC
CONC ASPHASPHASPHASPHPOOLCONCCONC
ASPHPOOLPOOL
POOLSASPHCONC
CONCASPH
CONC
CONC
CONC ASPHCEDAR STASPH
CONCPINE ST
CONC POOLPOOL ALDER STFP
POOL
PO
OLCONC
CONC
CONC
CONC
CONCPOO
LPOOL
CONC
ASPH
ASPH
ASPH
CON
CASPHASPHASPH
ASPH
ASPHASPHASPHASPH
ASPHASPH ASPHASPHASPHCONC
ASPH
FP
ASPH
ASPHASPHASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPHASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA STASPHPOOL
ASPH
HEAVY SHADOW CONCASPHASPH
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
HEAVY SHADOW
HEAVY SHADOW
SR-178
SR-178
24TH ST
GOLDEN STATE AVQ STASPH
DIKE
DIRT
ASP
HASPH
DIRT
CONC
CON
CCONCCONCCONCASPHASPHASPH ASP
HASP
HASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CON
CASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMI
NO DEL RI
O CT
SR-99CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONCUB
UB
UB
UB
UB
UB ASPHDIRT
UB
UB
UBDIRT
CONCASPH
CONCASPHCONCASPHUB
ASPHUBCONCASPH
CONC
ASPH ASPH
ASPH DIRTASPH
CONC CONCASPHTSTS TSCONCBARGMAN LN
CONCBUCK OWENS BLVDASPHASPHBAK - 99DIRT
DIRTTHOMAS WAYCONCCONCCONC ASPH
ASPHBAK - 99BAK - 99CONCASPHASPHASPHASPHBAK - 99BAK - 99CONCASPH
ASPHASPHASPHBUCK OWENS BLVDCONCASPH
ASPHUB
DIRT
DIRT
DIRT
ASPHDIRT
DIRT
UB
DIRT
ASPHASPHTANKS
DIRT
UBUBUBGATE
DIRTASPH
GATEASPHASPH
UBUB
ASPH
ASPHCONCUBCONCASPH POOLPOOLDIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH ASPHASPHASPHASPHASPH 21st STASPHPOOL
DIRTASPHASPHASPHASPHASPHDIRTDIRTCONCCONCDIRTPOOL
BAK - 99BAK - 99BAK - 99BAK - 99CONC CONCASPHASPHCONCBAK - 99BAK - 99BAK - 99CONCCONC
ASPH
ASPHASPHASPHBAK - 99BAK - 99CONCCONC CONCASPHASPH ASPHASPH
ASPH
ASPHASPHASPHASASAS YIEL
DSTOPSTOPCKSTOPSTOPSTOPSTOPSTOPSTOP
STOP
STOPSTOPSTOP
STOP
ASPHASPH
ASPH CONCASPH
ASPH
AS
PHASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
CONC
ASPHASPH CONC
ASPH
ASPH
ASPH
ASPHASPH
FPASPH
AS
PHCO
NCASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPHASPH
FP
ASPH ASPH
ASP
HASPH ASPH
ASPH ASPH
ASPH
TRAILER
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASP
HASP
HASPH
ASPH
ASPHASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCASPH
ASP
HASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASP
HASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
AS
PHASPH
ASPHCONCCONCASPHASPH
CONC
ASP
HASPH ASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
CONCASPHASPH
CONCCONCASPH
CONC
ASPH
ASPH
CONC
ASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASP
HASPH
ASPH
ASPH
ASPHASPHAS
PHASPHASPHASPH
ASPH
FPFP
AS
PHASPH ASPH
AS
PHASPH
ASP
HASPH
ASPH
ASPHASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONC
ASPHASPH
CONCASPH
ASPH
ASPH
ASPH
ASP
HASP
HCONC
CONC
ASPH
CONC
24TH ST
25TH ST ASPH
P STASPH
O STN STM ST
L STK ST
ASPH
CHESTER AVEYE STH ST
G STF ST25TH ST
25TH ST
Q STASPH
CONC
STOPSTOP
STOP
STOPASPH
ASPH
ASPH
ASPH
CONC
ASPH
AS
PHASPH
ASPH FP
ASPHCO
NCASPH ASPHASPHCONC
ASPHASPH
ASPH CONCASPH
ASPH ASPHCONCCONCASPH
CONC
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASP
HASP
HASPH
ASPH
ASPH
ASPH
ASPH
CONCCONCCONC
CONC
ASPH ASPH
ASPH
ASPHASPH
CONCASPH CONCASPHASPH ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
23RD ST
ASPHM STL ST
K STASPHCHESTE
R AVEYE STASPHASPH
H STG STF STASPHASPH
CONC
ASPH
STOP STOPSTOPSTOPFOFOSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:18 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
LLLLSASASASANTTNTNTNSTOP STOPSTOPSTOP
STOP STOP STOP
STOPSTOP
STOPSTOPKCKCSTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOP
320
260330 340
350
3
5
0
360
360 370
370 380
380
400
400103
1
0
10SC-5
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SCALE: 1" = 400'
STAGE 5 INDEX466
4
3
3
3
3
523
3
SPRUCE StPINE StCEDAR StA StB StC StD StE StG StH StEYE StCHESTER StK StL StM StN StO StMYRTLE StBEECH StROUTE 99OAK StSR-178ALDER StBAY StELM StOLIVE StBUCK OWENS Blvd"23RD" LINE "E178" LINE
"OAK-2" LINE
"OAK-1" LINE
"WB2" LINE
"EB2" LINE
"B" LINE
ENCINA St4
KERN RIVER
SR 58
NOTE THIS SHEET:
FOR GENERAL NOTES AND LEGEND, SEE SHEET SC-1.
DAY TIME STAGE CONSTRUCTION NOTES THIS SHEET:NIGHT TIME STAGE CONSTRUCTION NOTES THIS SHEET:
1
2
1
NIGHT TIME TRAFFIC HANDLING NOTES THIS SHEET:DAY TIME TRAFFIC HANDLING NOTES THIS SHEET:
1
2
WEEKEND LANE CLOSURES ONLY, USE Std PLAN T11.1
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
"W178" LINE
PLACE BRIDGE TREATMENT.
SLURRY SEAL.
OVERNIGHT LANE CLOSURES. SEE MI PLANS.
OVERNIGHT LANE CLOSURES ONLY, USE Std PLAN T11.NIGHT TIMEDAY TIMEDAY TIMENIGHT TIME23RD St
24TH St "24TH" LINE
"23RD" LINE
21
1 2
11
COLD PLANE AND HMA OVERLAY.
4
4
2
23 253
6
USE Std PLAN T12 AND/OR T13.
CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTION,
32
CONSTRUCTION THIS STAGE
DURING CONSTRUCTION
CONTRACTOR TO MAINTAIN TRAFFIC
CHANNELIZER (SURFACE MOUNTED)
TYPE II BARRICADE (CONSTRUCTION AREA SIGN AS NOTED ON PLANS)
TYPE III BARRICADE (CONSTRUCTION AREA SIGN AS NOTED ON PLANS)
CONSTRUCTION AREA SIGN - ONE POST
CONSTRUCTION AREA SIGN - TWO POST
DIRECTION OF TRAFFIC
Exist LANE DIMENSION
STAGE CONSTRUCTION NOTE
CONSTRUCTION AREA SIGN (SIGN AS NOTED ON PLANS)
PLACED IN PREVIOUS STAGE (TYPE AS NOTED ON PLANS)
PAVEMENT DELINEATION ANGLE POINT
Beg OR END OF PAVEMENT DELINEATION DETAIL
CHANGE OF PAVEMENT DELINEATION DETAIL
12" WHITE LIMIT LINE
12" WHITE CROSSWALK
(XX')
XX'
CHANNELIZER (SURFACE MOUNTED)
SEE PAVEMENT DELINEATION PLANS
FINAL PAVEMENT DELINEATION,
BARRICADE
TEMPORARY RAILING (TYPE K)
DRAINAGE SYSTEM
SURFACE MOUNTED
TEMPORARY PAVEMENT DELINEATION DETAIL NUMBER
TEMPORARY RAILING (TYPE K)
TEMPORARY FENCE (TYPE CL-6)
TEMPORARY CRASH CUSHION MODULE (ARRAY AS NOTED ON PLANS)
TEMPORARY CRASH CUSHION (ABSORB 350)
TEMPORARY RAILING (TYPE K)
TEMPORARY FENCE (TYPE CL-6)
FLASHING ARROW SIGN
FLASHING ARROW SIGN (TYPE II)
LANE DIMENSION IN PLACE THIS STAGE (PERMANENT OR TEMPORARY)
PAVEMENT MARKING AS SHOWN
Temp Pvmt PLACED THIS STAGE
AT END OF WORK SHIFT
CONTRACTOR TO PROVIDE ACCESS
COLD PLANE AND HMA OVERLAY
SLURRY SEAL
OVERNIGHT OR WEEKEND
SHORT TERM CLOSURE ONLY
TEMPORARY RAILING (TYPE K) STAKED
ALL CONFLICTING PAVEMENT DELINEATION, TEMPORARY RAILING (TYPE K), AND
TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED PRIOR TO STARTING
WORK ON EACH STAGE. ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED AS
DETERMINED BY THE ENGINEER.
ALL STAGE CONSTRUCTION STRIPING AND MARKINGS SHALL BE PAINT UNLESS
OTHERWISE NOTED ON THE PLANS. PAVEMENT MARKERS SHALL BE AS SHOWN IN THE
DETAIL NUMBER. FOR FINAL PAVEMENT DELINEATION SEE PAVEMENT DELINEATION PLANS.
MAINTAIN ACCESS TO PRIVATE PROPERTIES AND BUSINESSES.
LOCATIONS FOR CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATIONS
TO BE DETERMINED BY THE ENGINEER. FOR ADDITIONAL CONSTRUCTION AREA
SIGNS AND DETAILS SEE CONSTRUCTION AREA SIGNS PLAN AND MOTORIST INFORMATION
PLAN. CONSTRUCTION AREA SIGNS SHALL HAVE BLACK LEGEND AND BORDER ON AN
ORANGE BACKGROUND.
ALL APPROACH TAPERS FOR TEMPORARY RAILING (TYPE K) SHALL BE AT A 10:1 OR
FLATTER AND SHALL HAVE APPROACH CRASH CUSHIONS AS SHOWN ON THE PLANS.
THE LAST TEMPORARY RAILING (TYPE K) SECTION SHALL BE STAKED OR SECURED AS
DETERMINED BY THE ENGINEER AS REQUIRED FOR PUBLIC SAFETY. ADDITIONAL
LOCATIONS REQUIRING STAKED TEMPORARY RAILING (TYPE K) ARE SHOWN ON STANDARD
PLAN T3A AND T3B.
INSIDE/OUTSIDE SHOULDER DIMENSIONS ARE MEASURED FROM THE BOTTOM EDGE OF
BARRIER OR FLOW LINE OF THE CURB. OFFSETS AND DIMENSIONS TO TEMPORARY
RAILING (TYPE K) ARE MEASURED TO THE BOTTOM EDGE OF BARRIER ADJACENT TO
THE TRAVELED WAY.
CONSTRUCTION INDICATED AS NIGHT WORK SHALL BE PERFORMED AT NIGHT DURING
THE HOURS INDICATED IN THE STANDARD SPECIAL PROVISIONS. LANE CLOSURES
REQUIRED TO PERFORM THE WORK SHALL CONFORM TO THE PLANS AND STANDARD
SPECIAL PROVISIONS. EACH NIGHT, CLOSURES SHALL NOT COMMENCE UNTIL THE TIME
SPECIFIED. EACH NIGHT, AT THE CONCLUSION OF THE NIGHT WORK, ALL CONSTRUCTION
ACTIVITIES SHALL CEASE AND ALL LANES SHALL BE FULLY OPEN TO TRAFFIC AS
SHOWN ON THE PLANS UNTIL THE COMMENCEMENT OF THE NEXT NIGHT'S WORK.
AT THE END OF EACH SHIFT IF A DIFFERENCE IN EXCESS OF 0.15' EXISTS BETWEEN
THE ELEVATION OF THE EXISTING PAVEMENT AND THE ELEVATION OF THE EXCAVATION
OR PERMANENT PAVEMENT WITHIN 8' OF THE RIGHT TRAVELED WAY OR 5' OF THE
LEFT TRAVELED WAY, PLACE AND COMPACT MATERIAL AGAINST THE VERTICAL CUT
ADJACENT TO THE TRAVELED WAY AND TAPER AT A SLOPE OF 4:1 OR FLATTER.
THE INSTALLATION OF TEMPORARY PAVEMENT DELINEATION AND TRAFFIC HANDLING
ELEMENTS FROM STAGE TO STAGE REQUIRES OVERNIGHT/WEEKEND LANE OR SHOULDER
CLOSURES. SEE STANDARD PLAN TRAFFIC CONTROL SYSTEMS AND MI SHEETS FOR DETOURS.
NON-CONFLICTING EXISTING DRAINAGE SYSTEMS SHALL REMAIN IN PLACE UNTIL NEW
DRAINAGE SYSTEM IS IN PLACE AND OPERATIONAL. NEW DRAINAGE INLETS CONSTRUCTED
PRIOR TO THE CONSTRUCTION OF THE CONNECTING PIPE SHALL BE CAPPED UNTIL THE
CONNECTING PIPE IS IN PLACE AND OPERATIONAL.
SEE WPC SHEETS FOR TEMPORARY WATER POLLUTION CONTROL ELEMENTS TO BE
INSTALLED DURING STAGE CONSTRUCTION.
LANDSCAPE TO BE INSTALLED AT THE END OF EACH STAGE IN AREAS SUFFICIENTLY
COMPLETED.
STAGE CONSTRUCTION PLANS DO NOT SHOW ALL WORK REQUIRED TO BE COMPLETED.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
CALIFORNIA WATER SERVICE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:22 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
NO SCALE
NOTES AND LEGEND
GENERAL NOTES:LEGEND:
LEGEND FOR SECTIONS:
CS
E
F
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
XX
LL
CW
PM
ABBREVIATIONS:
Barr
K-RAIL
DS
SM
FAS
X
SC-6
2' Min2' Min
LC ETW
Rt
ETW
Lt
FS
CHANNELIZER (SURFACE MOUNTED)
TYPICAL LEFT AND RIGHT SHOULDER INSTALLATION
254
CalW
Const MEDIAN IMPROVEMENTS.
Const PORTION OF EB 24TH ST WIDENING.
Const RETAINING WALL, SEE STRUCTURE PLANS. ASPHASPHASPH
ASPH
P
DIRT
ASPH
ASPH
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHDIRTCONC
CONC
ASPH
P
ASPHASPH
RIVERSIDE DR
ASPH24TH ST
CONCASPHCONCBRUSHASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:23 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2
3
4 6 7 8 9 1 2 3 3154
305
2
3
4
6 8 9 1 2 3 4 315
310
LINE
"WB2"
LINE
"EB2"
11'12'12'
OG
9
CHANNELIZER (SM)K-RAIL
11'(18')(12')
CHANNELIZER (SM)
Var
2' Shld
2'
Var
AREA
Const
5.1'-7.8'
Var
LIP
Gtr
Exist
6'-16'
AREA
Const
10'
8.25'
2
AREA
Const
VarLOL
RW
R/W
R/W
R/W R/W
"EB2" LINE
"WB2" LINE
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
STAGE CONSTRUCTION NOTES THIS SHEET:
(12')
(12')
(12')
11'
11'
12'
12'9
10
END TAPER
"EBL" +00
Beg TAPER
CONFORM TO Exist STRIPING END TAPER
Beg 60' BAY TAPER
9
38
27B25
No.#R
CURVE DATA
T L
1.12' Lt "EB2" +09.51
1
1 186.17'111 93.38'954.00'
NOTES:
1.
A
A
SECTION A-A
NO SCALE
30' C-C SPACING (29 EA)
CHANNELIZER (SM)
9
10
STAGE 1 DAY TIME
15.5' Rt "EBL" +65.19
12.23' Rt "EBL" +79.66
CSC27(CA)
30' C-C SPACING (8 EA)
CHANNELIZER (SM)
15.20' Rt "EBL" +00
(12')
(18')+53Beg K-RAIL
49.71' Rt "EBL" +59
55.71' Rt "EBL" +99
CSC30(CA)
CSC30(CA)
2
2
0.64' Rt "EBL" +99.66
Beg TAPER
37B
(ARRAY TS11)
Tempo CRASH CUSHION MODULE
10'2'
BC
END 60' BAY TAPER
(12)(12)12'
(Var)
PMTYPE IV (L) ARROW +75CSC30(CA)
SC-7
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET SC-8MATCH LINE "WB2" Sta 315+5030' C-C SPACING (28 EA)
CHANNELIZER (SM)
255
24TH St
"EBL" LINE
Kern River"WBL" LINE
R/W
Const PORTION OF EB 24TH St WIDENING.
Const PORTION OF NB OAK St WIDENING.
Const Temp Pvmt
Const RETAINING WALL , SEE STRUCTURE PLANS.
Const MAINTENANCE ACCESS ROAD.
Const MEDIAN IMPROVEMENTS.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
Const BASING IMPROVEMENTS, SEE DRAINAGE PLANS.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:24 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
26026512343206789
1 2
3206789
1
210127
89LINE
"OAK-1"
K-RAIL
(12')
OG
10
2'
1' Clr
(12')
K-RAIL
AREA
Const
Var
AREA
Const
(4')
4
14'
11
2'
1' Min
15'9'(12')
(6')
OG
ASPH
P
P
P P
P
P
P
P
P
P
PP
P
P
PP
ASPH
ASPH
ASPH
POOLCONCASPHASPHASPH
ASPHASPHASPHASPH
ASPHASPH OLIVE STP
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONCLINE
"EB2"
LINE
"WB2"
(4')
(12')(22')
2' Shld
2'
K-RAIL
Var
4
AREA
Const
15
(12')(12')12'12'
1' Min
Var
0'-26'
Var
OG
SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT
SCALE: 1" = 50'
TRAFFIC HANDLING PLANS
STAGE CONSTRUCTION AND R/WR/WR/W
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
STAGE CONSTRUCTION NOTES THIS SHEET:
1
1'12'12'12'
(12
')(12')(12')(12')(12')(16')(11')(12')(11')(13')(11')(12')10
10
14
(12')
(12')
EC
END Temp STRIPING
40.87' Rt "EB2" +26.35
LL
PM
PM
9
25
38
27B
1
CS
CS R9-9
NOTES:
1.
B B
C
C
2.
14
15
R/W15
2
4
11
(10')STAGE 1 DAY TIME
(18')(12')
TYPE IV (L) ARROW
2
9
(12')15'11
37B
(22
')
(12
')
(12
')
TCE
(Var)
(Var)
R
/W
(24')43' Lt "OAK-1" +20
Beg K-RAIL
11
4
10
CSR9-9
END K-RAIL
+8763'CSC30(CA)
10
No.#R
CURVE DATA
T L
1 186.17'111 93.38'954.00'
3.
9
+25(2 EA)
TYPE IV (R) ARROW
4.36' Lt "EB2" +11.30
46.5'
SEE NOTE 3
(ARRAY TS11)
Temp CRASH CUSHION MODULE
R/W
TYPE III Barr (3 EA)
R4-7
23'(12')32' Rt "OAK-1" +34
30' C-C SPACING (12 EA)
CHANNELIZER (SM)
20' C-C SPACING (3 EA)
CHANNELIZER (SM)R/WCRASH CUSHION MODULE.
REMOVE Exist BIKE LANE STRIPING, PAST Temp VarSEE Sht SCD-1
4
18
18
DS No. 3
DS No. 218
DS No. 117
18DS No. 84
SC-8MATCH LINE "WB2" Sta 315+50SEE SHEET SC-7SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
FOR SECTIONS B-B AND C-C SEE SHEET SC-9.
30' C-C SPACING (11 EA)
CHANNELIZER (SM)14'256
R/WR/WSECTION B-B
NO SCALE
SECTION C-C
NO SCALE
R/WR/WSEE SHEET SC-9MATCH LINE "WB2" Sta 322+5015'"WB2" LINE
"EB2" LINE
"OAK-1" LINE24TH St
OAK StOLIVE StOAK St"OAK-1" LINE"OAK-2" LINEOAK St
Const CARRIER CANAL BRIDGE. SEE STRUCTURE PLANS.
Const PORTION OF EB 24TH St WIDENING.
Const MAINTENANCE ACCESS ROAD.
Const Temp Pvmt.
Const ALLEY IMPROVEMENTS.
Const SOUNDWALL. SEE STRUCTURE PLANS.
WEEKEND LANE CLOSURES ONLY, USE Std PLAN T11.
Const DRAINAGE MAIN SYSTEM, SEE DRAINAGE PLANS.
Const Const ELM St CUL-DE-SAC.Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
ONLY, USE Std PLAN T11.
SEE UTILITY PLANS. WEEKEND LANE CLOSURES
Const UTILITY IMPROVEMENTS (BY OTHERS),
PP
P
P
P
P
pPOOLASPH
ASPHCONC
ASPHASPHASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPH
ASPH ASPHCONC
CONCCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPHASPHCONC
CONCCONC
CONCCONC
ASPH24TH ST
ELM STASPHELM STASPHBEECH STASPHASPHMYRTLE STASPHSPRUCE STP
P
ASPHASPH
P
P
P
P
P
P
PPP
P
PP
PPPP
P
C
O
NC
POOLCONCC
ONC
ASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOO LPOOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOLUB UB
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:25 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
TCE
TCE
TCE
(12')
(12')
(16')
(Var)
(Var)
(16')(26')(24')APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
STAGE CONSTRUCTION NOTES THIS SHEET:
15
12
14
END K-RAIL
Beg Temp STRIPING
END Temp STRIPING
41.70' Rt "EB2" +00
CS C27(CA)
CS C27(CA)
CS TYPE III Barr (4 EA)
R11-2 (EA)
NOTES:
1.
20' C-C SPACING (17 EA)
CHANNELIZER (SM)
15
3
10
8
1 14
4.22' Lt "EB2" +14.21
(Var)
(Var)
1
10
TCE TCET
CE
TCE
TCE
TCE
8
TCE
23'R/WR/W(22')(12')(12')13
13
STAGE 1 DAY TIME
R/W
3
46.26' Rt "EB2" +15.24
1023'3.82' Lt "EB2" +33
3
SEE Sht SCD-1
DS No. 3
12
17
18 DS No. 3MATCH LINE "WB2" Sta 322+50SEE SHEET SC-8SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
17.07' Rt "EB2" +42.22
257
SC-9
18
17 (CalW)Carrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St"B" LINE
"EB2" LINE
"WB2" LINE
24TH St
Const NORTH PORTION OF 23RD St.
Const Temp Pvmt.
Const DRIVEWAY IMPROVEMENTS.Const NORTH PORTION OF INTERSECTION.
Const NORTH PORTION OF 24TH St.
LANE CLOSURES ONLY, USE Std PLAN T11 AND/OR T12.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS. WEEKEND
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
P
PP
PP
P
ASPHASPHASPH
ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
24TH ST
B STASPHC STP
P
P
PP
CONC
CONC
PP
P
P
P
P
P
P
P
P
P
PP P P
P
PASPH ASPHASPHASPH
ASPHASPHASPH ASPH
ASPHASPH
ASPHASPHASPH
ASPH
A
S
P
H
ASPHASPH
ASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPHCONC
CONCASPH
CONC
ASPHASPH
ASPH
CONC
ASPHD STE ST23RD ST
23RD ST
P
P
P
P
P
P
PP
P
ASPH
ASPH
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:26 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
350
355
360
8
9
1 2 3 4 6 7 8 9
34
5
3
5
0
355
36067
8
9
12
3 4 6 7 8 9
SCALE: 1" = 50'
SC-10
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
TCE
TCE
(12')
(16')
STAGE CONSTRUCTION NOTES THIS SHEET:
5
TCE
"24TH" +22
NOTES:
1.
8
R/W
T
C
E
No.#R
CURVE DATA
T L
111.96'141 56.27'448.00'
2
3
4
5
6
2
3
11'
12'
425.00'124 47.20'94.01
7
4
5
7
323.00'344
282.00'492 243.34'129.83'
6
850.00'083 63.67'
846.87'084 64.61'128.96'
1
3'
1
3'
(12')
(16')
TCE
R/W
(Var)
(19')
20' C-C SPACING (16 EA)
CHANNELIZER (SM)
20' C-C SPACING (20 EA)
CHANNELIZER (SM)R/WR/W
12'
11'11'
14'
18'
11'
22'
18'
(21')
12'
21'
11'
12'
11'
12'
20' C-C SPACING (23 EA)
CHANNELIZER (SM)20' C-C SPACING (24 EA)
CHANNELIZER (SM)
20' C-C SPACING (18 EA)
CHANNELIZER (SM)
BC
12.08' Rt "24TH" +89
PRC
26' Rt "24TH" +00
101.07'195.91
127.10'
5
16
5
5
88
CSR4-8
CSC27(CA)CSR3-7
CS R3-7
CS R4-7
CS C27(CA)
CS C27(CA)
8
3'
"23RD" +50
"23RD" +96
END Temp STRIPING
CS R4-7
+17R/W
9
27B
+08+62+4020' C-C SPACING (9 EA)
CHANNELIZER (SM)
25
9
38
9
40
25
9 9
25
25
8
27B
PM TYPE IV (R) ARROW
TYPE IV (R) ARROWPM
TYPE VII (L) ARROW PM
TYPE VII (R) ARROW PM
EC
PRC
PCC
14.01' Rt "23RD" +80
END TAPER
R/W
R/W
8
15
TCE
TCE
Beg TAPER
END TAPER
6' Rt "24TH" +51
14' Rt "24TH" +00
15
16
+52+32+85STAGE 1 DAY TIME+866
7
3.34' Rt "24TH" +96.52
7
EC
End Temp STRIPING
Beg Temp STRIPING
"24TH" +62
Beg Temp STRIPING
"24TH" +40
"24TH" +17
Exist STRIPING
CONFORM TO
END Temp STRIPING
"24TH" +00
"24TH" +53
37B
6
6
9
27B
"23RD" +34
Beg Temp STRIPING
END Temp STRIPING
"23RD" +53
8
8+259.34' Lt "23RD" +86.24
3.65' Lt "23RD" +85.67
PCC
0.16' Rt "23RD" +14.06
EC
Beg TAPER
11.90' Rt "24TH" +13.10
73.80' Lt "23RD" +40.34
SCD-1
SEE Sht
17
8 DS No. 25
DS No. 27
DS No. 28
8 DS No. 19
DS No. 20
DS No. 55
DS No. 32
DS No. 34
DS No. 35
17
33,35 & 55
DS No. 31,
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
CONFORM TO Exist STRIPING
BC
CONFORM TO Exist STRIPING
PM
PM
TYPE VII (L) ARROW
TYPE VII (R) ARROW PM
PM
TYPE VII (L) ARROW
TYPE VII (R) ARROW
258
SEE SHEET SC-11MATCH LINE "24TH" Sta 360+50NIGHT TIMESEE SHEET SC-11MATCH LINE "23RD" Sta 359+85STRIPING
Beg Temp
24TH St
23RD St
"23R
D" LI
NEBAY StB StC StD StE StC StDRAKE StENCINA St"2
4TH
" L
INE
DAY TIME
NIGHT TIMEDAY TIMENIGHT TIME
Const NORTH PORTION OF 23RD St.
Const NORTH PORTION OF INTERSECTION
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
LANE CLOSURES ONLY, USE Std PLAN T11 AND/OR T12.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS. OVERNIGHT ASPHP
PP
PP
P
P
P
PP
P
P
P PP P P PP P P
PP
P
PP
P
P
P
P
P
P
P
P
P
PP
PPPP
ASPHASPHCONCASPH ASPHASPHASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHP
P
P
P
P
P
P
P
P
P
P P
PPP
PPP
P
FPP P
P
P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH
ASPH ASPHASPH
CONC
CONC
ASPH ASPHCONC
ASPH
ASPH
CONC
ASPH ASPH
ASPH
ASPHASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH EYE STASPHASPHH STG STF ST24TH ST
23RD ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:27 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
1 2 3 4 6 7 8 9 1 2
R/W
R/W
R/W
R/W
SCALE: 1" = 50'SEE SHEET SC-12MATCH LINE "24TH" Sta 374+50SEE SHEET SC-12MATCH LINE "23RD" Sta 372+50SC-11
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTES:
1.
(21')
(19')
(12')
(21')
11'
11'
"23RD" +85
25
9
CS R4-7
CS C27(CA)
2
1
STAGE CONSTRUCTION NOTES THIS SHEET:
1
2
25
9
TYPE VII (L) ARROW
TYPE VII (R) ARROW
PM
PM
2
CS R4-7
CS C27(CA)+35"23RD" +73
Exist STRIPING
CONFORM TO
25
9+83+40+302
CS R4-7
CS C27(CA)
CS R4-7
CS
(23 EA)
20' C-C SPACING
CHANNELIZER (SM)
1
2
1 (CA)
C27
25
9
TCE
TCE
11'
11'
3'3'
3'3'
1(14')(12')(14')(12')(12')(12')(10')(12')(12')(19')(19')(17')(12')(19')(22')(22')(12')(12')(10')(12')(12')(12')(12')(12')(12')(17')(11')(11')(11')(18')(11')(11')(11')(22')(22')(22')(22')3
TCE
TCE TCE TCE
STAGE 1 NIGHT TIME
3
3
3
3
3
(22 EA)
20' C-C SPACING
CHANNELIZER (SM)
(22 EA)
20' C-C SPACING
CHANNELIZER (SM)+95+45+84(11 EA)
20' C-C SPACING
CHANNELIZER (SM)
CONFORM TO Exist STRIPING
"23RD" +55
END Temp STRIPING
Beg Temp STRIPING
"23RD" +25
END Temp STRIPING
"23RD" +93
END Temp STRIPING
"23RD" +55 Beg Temp STRIPING
"23RD" +20
6
DS No. 47
3 DS No. 36
DS No. 49
3 DS No. 50
DS No. 56
DS No. 54 3
DS No. 58
6 51, 53, 55, 56 & 58
DS No. 47, 48, 50,
TCE
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
(6 EA)
20' C-C SPACING
CHANNELIZER (SM)
TYPE VII (L) ARROW PM
PMTYPE VII (R) ARROW
12'
11'
12'
11'
TYPE VII (R) ARROW
PM
PM
TYPE VII (L) ARROW
259
MATCH LINE "24TH" Sta 360+50SEE SHEET SC-10MATCH LINE "23RD" Sta 359+85SEE SHEET SC-10DAY TIME21'
12'
CSW74 Lt (CA)
37B
"24TH" +96
Temp STRIPING
CONFORM TO
24TH St
23RD St
"24TH" LINE G StH StF StF StG StH StEYE StEYE St"23RD" LINE
NIGHT TIME
Const NORTH PORTION OF 23RD St.
Const NORTH PORTION OF INTERSECTION.
LANE CLOSURES ONLY, USE Std PLAN T11 AND/OR T12.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS. OVERNIGHT
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
ONLY, USE Std PLAN T11 AND/OR T12
Const MEDIAN IMPROVEMENTS. OVERNIGHT LANE CLOSURES
FPASPHASPHASPHASPH
ASPHASPH
CONCCONC
ASPH
ASPHASPH
ASPH CONCA
SPHCONCCONC
CONC
ASPHASPHASPHP
P
P
P
PPPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
P
PP
FP
P
FP ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPHASPHCONC
CONC
ASPHASPHASPHASPHASPH
ASPHCONCCONCASPHCONC
CONC
ASPH
ASPH
CONCASPH
ASPH CONCASPHASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPHASPH
ASPH
24TH ST
23RD ST M STL STL STK STASPHCHESTER AVx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:28 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123R/W
R/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-12MATCH LINE "23RD" Sta 372+50SEE SHEET SC-11MATCH LINE "24TH" Sta 374+50SEE SHEET SC-11SEE SHEET SC-13"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTES:
1.
STAGE CONSTRUCTION NOTES THIS SHEET:
1
2
(19')
(12')
(21')
(Var)
(13
')
(Var)
(13
')
11'
11'
11'
11'
"23RD" +88
Exist STRIPING
CONFORM TO+75+16CS R4-7
CS C27(CA)
2
PM
PM
25
9
3
1
25
9 +57+552 CS R4-7
CS C27(CA)
2
CS R4-7
CS C27(CA)
2
1 1 1
25
9
25
9
TYPE VII (L) ARROW
TYPE VII (R) ARROW
PM
PM+00+02+50(23 EA)
20' C-C SPACING
CHANNELIZER (SM)
(29 EA)
20' C-C SPACING
CHANNELIZER (SM)
(23 EA)
20' C-C SPACING
CHANNELIZER (SM)
3'
(L) ARROW
TYPE VII
(R) ARROW
TYPE VII
3'3'3'(11')(11')(16')(14')(13')(10')(12')(12')(10')(12')(11')(15')(10')(10')(15')(22')(22')(19')(12')(19')(19')(11')(20')(19')(30')(12')(12')(11')(12')(12')(12')(12')(11')(12')(20')(10')(11')(11')(20')(11')(20')(20')(11')(9')(11')(10')(10')(16')4
TCE
TCE
STAGE 1 NIGHT TIME
(12 EA)
20' C-C SPACING
CHANNELIZER (SM)
4
3
3 3
TCE
TCE TCETCE
TCE
TCE
TCE TCE
TCE
3
R/W
R/WCHANNELIZER (SM)
"23RD" +97
"23RD" +67
"23RD" +45 "23RD" +10
"23RD" +91
"23RD" +60
"23RD" +33
6
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
DS No. 60
DS No. 76
3 DS No. 61
3 DS No. 88
55 & 78
DS No.
6 76, 77 & 78
DS No. 55, 62,
DS No. 81
Exist STRIPING
CONFORM TO
DS No. 803
Exist STRIPING
CONFORM TO
Exist STRIPING
CONFORM TO
DS No. 833
DS No. 823
6DS No. 80
DS No. 816
6DS No. 82
PMTYPE VII (L) ARROW
PMTYPE VII (R) ARROW
11'
12'
11'
12'
Exist STRIPING
CONFORM TO
Exist STRIPING
CONFORM TO
PM
PM
(L) ARROW
TYPE VII
(R) ARROW
TYPE VII
Exist STRIPING
CONFORM TO
Exist STRIPING
CONFORM TO
260
23RD St L StK StK StL StM StCHESTER AveCHESTER Ave"24TH" LINE
"23RD" LINE
24TH St M St"E178" LINE
Const NORTH PORTION OF 23RD St.
Const NORTH PORTION OF EB SR-178.
LANE CLOSURES ONLY, USE Std PLAN T11 AND/OR T12.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS. OVERNIGHT
P ASPHA
SPH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHTRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH ST
Q STASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:29 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
R
/W
R
/
W
R
/W
R/W
R/W
R/W
SCALE: 1" = 50'
SC-13
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET SC-12APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
5
CS R4-7 CS C30(CA)
30' C-C SPACING (26 EA)
CHANNELIZER (SM)
EC
Exist STRIPING
CONFORM TO
Var
11'(V
ar)(13')(13')1
Exist STRIPING
CONFORM TO
25
9
27B
8
BC
10.11' Lt "E178" +55.58
(12')(12')(12')(12')
(12')
(18')(18')(14')(12')
(12')
(12')
No.#
8
R
CURVE DATA
165
T L
218.86'110.23'743.63'
4.77' Rt "E178" +76.65
"23RD" +80
STAGE CONSTRUCTION NOTE THIS SHEET:
3
NOTES:
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
2.
SEE SHEET SC-11.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
1
3
STAGE 1 NIGHT TIME
5
3
INSTALL Temp
OVERLAY
NO SCALE
DETAIL A
Lake Isabella
EAST
Union Ave
Q Street
Golden State Ave
178
CS DETAIL A
SEE
DS No. 111
DS No. 83
261
WB ROUTE 178
EB ROUTE 178
"W
178"
L
IN
E
"E178" LINEN StO StN StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
Const PORTION OF WB 24TH St WIDENING.
Const PORTION OF EB 24TH St WIDENING.
Const OH SIGN. SEE SIGN PLANS.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:30 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2
3
4 6 7 8 9 1 2 3 3154
305
2
3
4
6 8 9 1 2 3 4 315
310
YI
ELDLINE
"EBL"
LINE
"WBL"
12'12'
K-RAIL
2' Shld
2'
1' Clr
12'
2' Shld
5 4
OG
11'
K-RAIL
1' Clr
2'
AREA
Const
Var 11'
1'
Var
Var
Const AREA
ASPHASPHASPH
ASPH
P
DIRT
ASPH
ASPH
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHDIRTCONC
CONC
ASPH
P
ASPHASPH
RIVERSIDE DR
ASPH24TH ST
ASPHCONCASPHCONCBRUSHDIRTASPH
R/W
R/W
R/W"EB2" LINE
SCALE: 1" = 50'SEE SHEET SC-15MATCH LINE "WB2" Sta 315+50SC-14
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
R/W
11'
12'
12'
11'
12'
STAGE CONSTRUCTION NOTES THIS SHEET:
5
13
4
Beg K-RAIL
26.91' Rt "EBL" +60
END TAPER
27B
NOTES:
1.
A
A
SECTION A-A
NO SCALE
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
4
5
13
PM(L) ARROW
TYPE IV
END K-RAIL
28.68' Lt "WBL" +43.67
STAGE 2 DAY TIME
27B 9
41.92' Rt "EBL" +91.71
32.10' Rt "EBL" +91.06
12.75' Rt "EBL" +62.93
PM
PM
PM"YIELD"
PM"YIELD LINE"
CSR1-2
CSW4-2R
CSW20-5R
MODULE (ARRAY TS11)
Temp CRASH CUSHION
(18 EA)
30' C-C SPACING
CHANNELIZER (SM)
(14 EA)
30' C-C SPACING
CHANNELIZER (SM)
TYPE I ARROW (24')
"EBL" +14
"WBL" +41
9
Beg TAPER
TYPE VI ARROW (3 EA)
25
35.86' Rt "EBL" +80
10.50' Lt "WBL" +40
10'
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
28'
27'
END Temp STRIPING
END TAPER
Beg TAPER
CONFORM TO Exist STRIPING
(12')
(12)'
(12')
(20')
12.75 "EBL" +25
CONFORM TO Exist STRIPING
(Var)
(Var)
(12')
(12')
Beg TAPER
END TAPER
11' Rt "EB2" +63.09
Ret WALL LOLCONFORM TO Exist STRIPING
262
12'
(12)
(12)
(12')
24TH St"WBL" LINE
"EBL" LINE
Kern River"WBL" LINE
REMOVE Exist RAISED MEDIAN AND Const Temp Pvmt.
Const PORTION OF EB 24TH St WIDENING.
Const PORTION OF WB 24TH St WIDENING.
Const OAK St WIDENING.
ACCESS DURING CONSTRUCTION, USE Std PLAN T12 AND/OR T13.
Const PORTION OF INTERSECTION. CONTRACTOR TO MAINTAIN
SEE DRAINAGE PLANS.
Const DRAINAGE SYSTEM.
Const SOUND WALL. SEE STRUCTURE PLANS.
Std PLAN T12 AND/OR T13.
CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTION, USE
Const UTILITY IMPROVEMENTS (BY OTHERS), SEE UTILITY PLANS.
ASPH
P
P
P
P
P P
P
P
P
P
P
P
P
P
PP
PP
P
P
P
PP
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHASPHASPH
ASPHASPHASPHASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPH
ASPH
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:31 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma015.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
26026512343206789
1 2
3206789
1
21012347
89SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR/W R/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT
SCALE: 1" = 50'MATCH LINE "WB2" Sta 315+50SEE SHEET SC-14SEE SHEET SC-17MATCH LINE "WB2" Sta 322+50SC-15
TRAFFIC HANDLING PLANS
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY12'11'
1
2'12'
1
1'
4
12'
12'
11'
12'
12'
12'
12'
TCE
R/W
5
(11')(13')(11')(12')STAGE CONSTRUCTION NOTES THIS SHEET:
5
5
12
6
6
6 +00+05+06+90+47Beg K-RAIL
CS
LL
27B
9
38
STRIPING
CONFORM TO Exist
30' C-C SPACING (16 EA)
CHANNELIZER (SM)
PM
29
9
C27(CA)CS C31A(CA)CS
C31A(CA)CS
C27(CA)CS
20' C-C SPACING (10 EA)
CHANNELIZER (SM)
20' C-C SPACING (36 EA)
CHANNELIZER (SM)
CS C31A(CA)
R9-10
9
27B
NOTES:
1.
"EB2" +4327'5'
12
2
C R/WR/WR/WR/W23' Rt "EB2" +13.40
2.
14
2
4
5
6
ARROW
TYPE IV (L) 10'
3
END K-RAIL
21.42' "EB2" +15.54
MODULE (ARRAY TS11)
Temp CRASH CUSHION
20' C-C SPACING (7 EA)
CHANNELIZER (SM)
13.44' Rt "OAK-2" +36.11
14.36' Rt "EB2" +80.26R/WR/W11'
38
27B
27B (16')(11')PM TYPE IV (L) ARROW (4 EA)
33.80' Rt "EB2" +24.09
No.#R
CURVE DATA
T L
2' Rt "WB2" +89.56'
550.00'13 115
4024.00'14 064
PCC
Beg 120' BAY TAPER
BC
24' Rt "WB2" +69.70'
24' Rt "WB2" +35.94'
PRC
22
21.32' Rt "EB2" +95.07
BC
END 120' BAY TAPER
15 0731632.00'108.56'
STAGE 2 DAY TIME
12
12 1654.00'081 118.81'237.21'
13
14
114.45'52.73'
216.87'
15
15 DS No. 1
END K-RAIL
25' Rt "EB2" +46.13
15DS No. 1
DS No. 2 15
(12')(12')(12')(16')(11')(12')(Var)C
SEE Sht SCD-2
B B
END Temp STRIPING
3.FULL WEEKEND CLOSURE OF INTERSECTION, SEE MI PLANS.
SEE NOTE 4
SEE NOTE 3
E CHANNELIZER (SM)
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
FOR SECTION B-B AND SECTION C-C SEE SHEET SC-16.
1
2'
1
2'
3
235.13'469.74'
15
END Temp STRIPING
"EB2" +91.50
263
(CalW)14
"WB2" L
INE
"EB2" LINE24T
H St OAK St"OAK-2" LINEOLIVE St"OAK-1" LINEOAK St"OAK-1" LINEOAK St
REMOVE Exist RAISED MEDIAN AND Const Temp Pvmt.
Const PORTION OF WB 24TH St WIDENING.
Const OAK St WIDENING.
SLURRY SEAL.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:32 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma016.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
LINE
"OAK-2"
K-RAIL
2'
OG
2'
CHANNELIZER (SM)
5'4'
AREA
Const
AREA
Const
121412
Var Var 13'12'
LINE
"EB2"
OG
LINE
"WB2"
12'12'
K-RAIL
2'
11'11'12'
2'
12'Var
1.3'
5'
AREA
Const
5
CHANNELIZER (SM)
2
2' Shld
LINE
"B"
OG
Var
AREA
Const
Var 1'-12'
12'12'
2' Shld
2'
K-RAIL
12'12'
5
Var 0'-11'
SC-16
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
STAGE CONSTRUCTION NOTES THIS SHEET:NOTES:
1.
SECTION C-C
NO SCALE
2
SECTION B-B
2.
FOR LOCATION OF SECTION D-D SEE SHEET SC-17.3.
5
12
SECTION D-D
14
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
FOR LOCATION OF SECTION B-B AND SECTION C-C SEE SHEET SC-15.
STAGE 2 DAY TIME
264
Const PORTION OF WB 24TH St WIDENING.
REMOVE Exist RAISED MEDIAN AND Const Temp Pvmt.
Const PORTION OF INTERSECTION.
CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAY AT ALL TIMES.
Const MAINTENANCE DRIVEWAY AND PRIVATE DRIVEWAY.
CONTINUE Const FROM PREVIOUS STAGE.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
PLANS. SEE NOTE 3.
Const UTILITY IMPROVEMENTS (BY OTHERS), SEE UTILITY
PP
P
P
P
P
pPOOLASPHCONC ASPHASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPH
ASPH ASPHCONC
CONCCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPHASPHCONC
CONCCONC
CONCCONC
ASPH24TH STELM STBEECH STASPHASPHMYRTLE STASPHSPRUCE STP
ASPHP
P
P
P
P
P
PPP
P
C
O
NC
POOLCONCC
ONC
ASPHPOOLS POOLPOOL CONCP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLP
O
OL
POOLPOO LPOOLPOOLPOOL ASPHASPHASPHASPHMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONC
CONC
ASPH
POOLx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:33 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma017.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6
R/W
R/W
R/W
SCALE: 1" = 50'
SC-17
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE "WB2" Sta 322+50SEE SHEET SC-15SEE SHEET SC-18MATCH LINE "B" Sta 336+50R/W
TCE TCE
TCE
12'(12')12'
12'
12'12'
12'
12'
12'
STAGE CONSTRUCTION NOTES THIS SHEET:
5
5
5
5
115
Beg TAPER
PMARROW (2 EA)
TYPE IV (L)
38
30' C-C SPACING (23 EA)
CHANNELIZER (SM)
CSC27(CA)
C30(CA)CS
20' C-C SPACING (20 EA)
CHANNELIZER (SM)
27B
9
CSC27(CA)
22
C31A(CA)CS
CS
27B
END Temp STRIPING
29
9
22
14
20' C-C SPACING (34 EA)
CHANNELIZER (SM)
20' C-C SPACING (33 EA)
CHANNELIZER (SM)
TYPE III Barr (4 EA)
R11-2 (2 EA)
NOTES:
2.+275'
Beg 60' BAY TAPER
12'
12'
D
D
2
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY18'20'20'5'
12'
12'
11
5
6
1.
No.#R
CURVE DATA
T L
4024.00'14 064
15 0731632.00'216.87'108.56'
TCE
Beg FLARE
11.89' Lt "EB2" +75.20
18.38' Rt "EB2" +99.36
PM
Beg FLARE
END FLARE
8.12' Lt "EB2" +66.82
13.54' Lt "EB2" +17.58
2' Rt "WB2" +44.05
16.40' Rt "WB2" +86.74
15.88' Lt "EB2" +99.11
END FLARE
33.38' Rt "EB2" +74.74
END TAPER
26.40' Rt "EB2" +38.20
32.95' Rt "B" +09.55
40' Rt "EB2" +50
29
22
TCE
15
18.08' Lt "EB2" +10.29
END K-RAIL
PRC
18.73' Rt "WB2" +24.70
EC
END 60' BAY TAPER
16.95' Rt "EB2" +43.81
BC
19.38' Rt "EB2" +25.81
PRC
34.38' Rt "B" +36.76
40' Rt "B" +16.87
BC
PRC
EC
3' Rt "B" +13.15
Beg K-RAIL
29' Rt "B" +60
21 22
24
25
Beg Temp STRIPING
"EB2" +77
"EB2" +75
"B" +10
Beg Temp STRIPING
6
6
6
20' C-C SPACING (8 EA)
CHANNELIZER (SM)
TCE
TCE TCE
12'
12'
12'
12'+75+80+80+60+60+60+60+20TCE
17 6000.00'021 243.28'
19 1024.00'020
20 1000.00
574.00'
045
080
42.60'85.16'
24
22 550.00'
550.00'
073
080
36.19'72.91'
21
25 574.00'080
18.94'
39.80'81.34'
38.57'77.01'
40.25'80.37'27'TYPE III ARROW (2 EA)
2
23 150.00'173 23.27'46.18'
23
11'
3.
USE Std PLAN T12 AND/OR T13.
CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTION,4.
ALTERNATING FULL WEEKEND CLOSURE OF INTERSECTION, SEE MI PLANS.
SEE NOTE No.4
END Temp STRIPING
Beg 60' BAY TAPER
EC
END 60' BAY TAPER
TYPE IV (L) ARROW (2 EA)
SEE NOTE No.3
SEE NOTE No.3
1
1
15
15 DS No. 3, 4, 5, 7 & 8
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
FOR SECTION D-D SEE SHEET SC-16.
LL
46.73' Rt "EB2" +88.96
235.13'469.74'
121.65'
37.88'
STAGE 2 DAY TIME
9' Rt "EB2" +05.26
EC
PRC
PRC
"EB2" +84.14
19.71' Rt
TCE
17
19
20
27B
29
CSC31A(CA)
265
14
14(CalW)
CSR3-2
24TH StCarrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StELM St"EB2" LINE
"B" LINE
BEECH St"WB2" LINE
Const PORTION OF WB 24TH St WIDENING.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
UTILITY PLANS.
Const UTILITY IMPROVEMENTS (BY OTHERS), SEE
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
P
P POOLDENSE TREES
ASPHP
PP
PPP P
PP
P
P
P
CONC
CONC
ASPHASPHPOOLCONCCONC
DENSE TREES
ASPHPOOLPOOLPOOLSDENSE TREESASPHDENSE TREESASPHCONC
CONC
CONC ASPHCEDAR STASPHCONCPINE STCONC POOL POOLALDER STPOOL
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:34 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma018.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7
340
345
7 8 9 1 2 3 4 6
4
R/W
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-18MATCH LINE "B" Sta 336+50SEE SHEET SC-17SEE SHEET SC-19MATCH LINE "24TH" Sta 347+50R/W
TCE
12'
12'
12'
12'
12'
12'
12'
12'
5
STAGE CONSTRUCTION NOTES THIS SHEET:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
CS
CSTYPE III Barr (4 EA)
R11-2 (2 EA)
TYPE III Barr (4 EA)
R11-2 (2 EA)
CS
TYPE III Barr (4 EA)
R11-2 (2 EA)
27B
9
22 +5040' Rt "B" +55
29
40' Rt "B" +55
Beg 60' BAY TAPER
TCE
NOTES:
1.
3'
5
TCE
TCE
TCE
TCE 5
5
5
Beg ANGLE POINT
TCE
STAGE 2 DAY TIME
11'
15 DS No. 3, 12, 14 & 16
14
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
266
15
14 (CalW)
24TH StPINE StCEDAR StALDER StPINE StCEDAR StA St"B" LINE
"23RD" LINE
"24TH" LINE
Const SOUNDWALL. SEE SOUNDWALL PLANS.
Const PORTION OF WB 24TH St WIDENING.
Const SOUTH PORTION OF 23RD St.
Const SOUTH PORTION OF 24TH St.
Const B St CUL-DE-SAC
Const C St CUL-DE-SAC
WEEKEND CLOSURE OF INTERSECTIONS, SEE MI PLANS.
Const PORTION OF INTERSECTION. ALTERNATING FULL
SEE DRAINAGE PLANS.
Const DRAINAGE SYSTEM.
SEE UTILITY PLANS. SEE NOTE 2.
Const UTILITY IMPROVEMENTS (BY OTHERS),
P
PP
PP
P
ASPHASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
24TH ST
B STASPHC STP
P
P
PP
CONC
CONC
PP
P
P
P
P
P
P
P
P
P
PP P P
P
PASPH ASPHASPH
ASPHASPHASPHASPHASPH
ASPH
A
S
P
H
ASPHASPH
ASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPHASPH
CONC
CONCASPH
CONC
ASPHASPH
ASPH
CONC
ASPHD STE ST23RD ST PP
P
ASPH
ASPH
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:35 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma019.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
350
355
360
8
9
1 2 3 4 6 7 8 93
4
5
3
5
0
35567
8
9
12
3 4 6 7 8 9STOPSTOPR/W
R/W
R/W
R/W
SCALE: 1" = 50'MATCH LINE "24TH" Sta 347+50SEE SHEET SC-18SC-19
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
R/W
TCE
R/W
TCE
12'
12'
11'
11'
7
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
STAGE CONSTRUCTION NOTES THIS SHEET:
5
6
7
NOTES:
1.
25
79.77' Lt "23RD" +78.71
43.20'' Lt "23RD" +98.12
CS
20' C-C SPACING (30 EA)
CHANNELIZER (SM)
9
27B
+4 6
+0 0
+53CS
CS
CS
26
OF 22ND St & C St)
(PLACE AT THE NE CORNER
R11-4
CS
OF 22ND St & C St)
(PLACE AT THE NE CORNER
R11-4
CS (3 EA)
W1-8L
TYPE III Barr (4 EA)
R11-2 (2 EA)
TYPE III Barr (4 EA)
R11-2 (2 EA)
TYPE III Barr (4 EA)
R11-2 (2 EA)
8
3
3
27
PCC
CONFORM TO Exist STRIPING
BC
15.04' Lt "23RD" +05.12
15' Lt "23RD" +35.36
9
27B
11'
11'+00"23RD" +87
Beg Temp STRIPING
EC
END Temp STRIPING
Beg Temp STRIPING
"23RD" +35
9
15.02' Lt "23RD" +72.21
END ANGLE POINT
END 60' BAY TAPER
29
22
38
9
25
9
25
25
9
38
9
37B
PMTYPE IV (L) ARROW (2 EA)
Beg Temp STRIPING END Temp STRIPING
CONFORM TO Exist STRIPING
CSR3-7CSR3-7L
CS R4-7
CSC27(CA)
CSC27(CA)
"24TH" +58
END Temp STRIPING
"24TH" +13
Beg Temp STRIPING END Temp STRIPING
"24TH" +01
"24TH" +17
"24TH" +40
"24TH" +17
"24TH" +64
"24TH" +53
"24TH" +51
9
27B
TCE
TCE
11'
21'
22'
6' Rt "24TH" +00
Beg TAPER
21'
11'
22'
13'
11'
22'
END TAPER
5' Rt "24TH" +52.15
15.02' Lt "23RD" +72.21
MODULE (ARRAY TS11)
Temp CRASH CUSION
20' C-C SPACING (4 EA)
CHANNELIZER (SM)
Beg K-RAIL
END K-RAIL
28.05' Rt "23RD" +27.36
20' C-C SPACING (17 EA)
CHANNELIZER (SM)
20' C-C SPACING (19 EA)
CHANNELIZER (SM)
20' C-C SPACING (24 EA)
CHANNELIZER (SM)
20' C-C SPACING (11 EA)
CHANNELIZER (SM)
TCE
11'
13'13'
11'
9
10
3
7
6
6
5
8
9
10
+75+05+40+60+1515'13'24'38'46 '
34'
2 8'12'6'+87No.R T L
CURVE DATA
372208.00'26
27 585.00'161
70.14'
165.68'
135.67'
83.40'
14'12'
CS R4-8
CS C27(CA)
C27(CA)CS
CSR4-8
CSC27(CA)
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ASPH7
#
STAGE 2 DAY & NIGHT TIME
12'
12'
7.94' Rt "23RD" +35.64
14
15DS No. 3 & 18
1621, 22 & 24
DS No. 19, SEE SHEET SC-20MATCH LINE "24TH" Sta 360+50SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, NIGHT TIMESEE SHEET SC-20MATCH LINE "23RD" Sta 359+85355
PM(L) 2 EA
TYPE IV
END K-RAIL
END Temp STRIPING
11'
11'
PM
(L) ARROW
TYPE VII
PM
(R) ARROW
TYPE VII
PM
PM
(R) ARROW
TYPE VII
Beg Temp STRIPING
END Temp STRIPING
TYPE VII (L) ARROW
267
PM(L) ARROW
TYPE VII
(R) ARROW
TYPE VII PM
2.
USE Std PLAN T12 AND/OR T13.
CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTION,
(CalW)14
15 SEE NOTE 2
15
PM "STOP"
LL
PM"STOP"
LL
24TH St
23RD St
"24TH" LINE
"23RD" LINEBAY StB StC StD StE StC StDRAKE StENCINA StDAY TIMENIGHT TIMENIGHT TIME
DAY TIME
Const SOUTH PORTION OF "23RD" LINE.
Const SOUTH PORTION OF INTERSECTION.
Const DRIVEWAY ACCESS.ASPHP
PP
PP
P
P
P
PP
P
P
P PP P P PP P P
PP
P
PP
P
P
P
P
P
P
P
P
P
PP
PPPP
ASPHASPHCONCASPH ASPHASPHASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPHASPHP
P
P
P
P
P
P
P
P
P
P
PPP
PPP
P
FPP P
P
P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH
ASPH ASPHASPH
CONC
ASPH ASPHCONC
ASPH
ASPH
CONC
ASPHASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH EYE STASPHASPHH STH STG STF ST24TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:36 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma020.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
1 2 3 4 6 7 8 9 1 2STOPSTOPR/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'SEE SHEET SC-21MATCH LINE "24TH" Sta 374+50SEE SHEET SC-21MATCH LINE "23RD" Sta 372+50SC-20
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
(19')
(12')
(21')
(19')
(12')
(21')+95"23RD" +96
"23RD" +85
9
CS R4-8
CS C27(CA)
2
1
"23RD" +55
STRIPING
END Temp
"23RD" +25
Beg Temp STRIPING
9
TYPE VII (R) ARROW
TYPE VII (L) ARROW
PM
PM
CS C27(CA)+45+35"23RD" +96
"23RD" +15
9
"23RD" +50
STRIPING
END Temp
"23RD" +20
Beg Temp STRIPING
+84+83+40+302
CS R4-8
CS C27(CA)
CS R4-8
CS
(23 EA)
20' C-C SPACING
CHANNELIZER (SM)
(24 EA)
20' C-C SPACING
CHANNELIZER (SM)
1
(24 EA)
20' C-C SPACING
CHANNELIZER (SM)
2 1
(CA)
C27
9
TCE
TCE
TCE
1 4
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
11'
11'
NOTES:
1
2
4
27B
27B
27B
27B
11'
11'
11'
11'
11'
11'
3'3'
3'3'(14')(12')(12')(14')(12')(12')(10')(12')(12')(19')(19')(19')(12')(17')(22')(22')(12')(12')(10')(12')(12')(12')(12')(12')(12')(18')(11')(11')(11')(11')(11')(11')(17')(22')(22')(22')(22')2
CS R4-8
TCE
TCE TCE
1.
(4 EA)
20' C-C SPACING
CHANNELIZER (SM)
(12 EA)
20' C-C SPACING
CHANNELIZER (SM)
PM "STOP"
"STOP"PM
51.75m Off=169.79'
Sta=362+97.67 E=6256596.40 Lon=1191'24.2
N=2326711.96 Lat=3522'53.3
TCE
CW
CW
LL
LL
9
9
21
TCE
21
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, MATCH LINE "24TH" Sta 360+50SEE SHEET SC-19365
MATCH LINE "23RD" Sta 359+85SEE SHEET SC-19DAY TIME STAGE CONSTRUCTION NOTES THIS SHEET:
STAGE 2 NIGHT TIME
PM
PM
(L) ARROW
TYPE VII
(R) ARROW
TYPE VII
Beg Temp STRIPING
STRIPING
END Temp
PM
PM(L) ARROW
TYPE VII
(R) ARROW
TYPE VII
END Temp STRIPING
Beg Temp STRIPING
L=6'
L=6'L=12'
268
24TH St"24TH" LINE G StH StF StG StEYE StH StEYE St"23RD" LINE
F St23RD St
NIGHT TIME
DAY TIME
Const SOUTH PORTION OF "23RD" LINE.
Const SOUTH PORTION OF INTERSECTION.
Const DRIVEWAY ACCESS.
Const PORTION OF 24TH St WIDENING.
Const SOUTH PORTION OF WB SR-178.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
FPASPHASPHASPHASPH
ASPHASPH
CONCCONC
ASPHASPH
ASPH CONCA
SPHCONCCONC
CONC
ASPHASPHASPHP
P
P
P
PPPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
P
PP
FP
P
FP ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH ASPHASPHASPHCONC
CONC
ASPHASPHASPHASPHASPH
ASPHCONCCONCASPHCONC
CONC
ASPH
ASPH
CONCASPH
ASPH CONCASPHASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPHASPH
ASPH
24TH ST
M STL STL STK STASPHCHESTER AVx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:37 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma021.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123R/W
R/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-21MATCH LINE "23RD" Sta 372+50SEE SHEET SC-20MATCH LINE "24TH" Sta 374+50SEE SHEET SC-20SEE SHEET SC-22"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION
11'
11'
"23RD" +88
"23RD" +97
+75+16CS R4-8
CS C27(CA)2
PM
PM
9
1
9
"23RD" +67
"23RD" +45
+57+552
CS R4-8
CS C27(CA)
CS R4-8
CS C27(CA)
1
1
1
9
9
TYPE VII (L) ARROW
PM
PM
+00+02+50"23RD" +10
"23RD" +93
"23RD" +60
(23 EA)
20' C-C SPACING
CHANNELIZER (SM)
R/W
NOTES:
1.
STAGE CONSTRUCTION NOTES THIS SHEET:
1
2
(19')
(12')
(21')
(Var)
(13
')
TCE
TCE
TCE TCE
3'
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
(R) ARROW
TYPE VII
(L) ARROW
TYPE VII
27B
27B27B27B
11'
11'
11'
11'
11'
11'3'3'3'
TCE(11')(11')(14')(13')(10')(16')(10')(12')(11')(12')(12')(15')(10')(15')(10')(22')(22')(19')(12')(19')(19')(30')(19')(11')(20')(12')(12')(11')(12')(12')(12')(12')(12')(11')(10')(11')(11')(20')(11')(10')(10')(16')(20')(11')(20')(20')(11')(9')SPACING (23 EA)
(SM) 20' C-C
CHANNELIZER
4
6 DS No. 78
2
2
SPACING (23 EA)
(SM) 20' C-C
CHANNELIZER
TCE
TCE
(11 EA)
20' C-C SPACING
CHANNELIZER (SM)
SPACING (4 EA)
(SM) 20' C-C
CHANNELIZER
TCE
TCE
TCETCE
TCE
4
4
5
5
5
13
'(7 EA)
20' C-C SPACING
CHANNELIZER (SM)
(16 EA)
20' C-C SPACING
CHANNELIZER (SM)
C30(CA)CS
5
6
CW
CW CW CW
9
38
9
27B
39A
21
38
9
STAGE 2 NIGHT TIME
7
7DS No. 72
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
21
25
END Temp STRIPING
END Temp STRIPING
PM
PM
(L) ARROW
TYPE V11
(R) ARROW
TYPE VII
STRIPING
END Temp
STRIPING
Beg Temp
9
9
TYPE VII (L) ARROW
TYPE VII (R) ARROW
STRIPING
END Temp
Beg Temp STRIPING
STRIPING
Beg Temp
L=23'
L=23'
L=23'
L=23'
L=12'
L=12'
(R) ARROW
TYPE VII
269
L StK StL StM StCHESTER AveCHESTER Ave"24TH" LINE
23RD St
"23RD" LINE
24TH St
K StM St
Const SOUTH PORTION OF EB SR-178
Const SOUTH PORTION OF WB SR-178.
P ASPHA
SPH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHTRAILER
ASPH
CONCCONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH STN STQ STASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:38 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma022.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
R
/W
R/W
R
/W
R/W
R/W
SCALE: 1" = 50'
SC-22
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET SC-21NOTES:
1.3
(V
ar)(12')
(12')
(12')(12')(12')(12')(12')
(12')
(18')(18')(14')12'
11'
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
Beg TAPER
38' Lt "E178" +50
END TAPER
STRIPING
CONFORM TO Exist
"E178" +50
20' C-C SPACING (55 EA)
CHANNELIZER (SM)
CSC27(CA)
3
9
CSC27(CA)
CS C27(CA)
CS R4-8
25
27B
+453'
STAGE CONSTRUCTION NOTE THIS SHEET:
6
R/W
CSR11-2
CS W4-2L
PM
20' C-C SPACING (36 EA)
CHANNELIZER (SM)
6
STAGE 2 NIGHT TIME12'
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
NO SCALE
DETAIL A
DETAIL A
SEECS
INSTALL Temp
OVERLAY
INSTALL Temp
OVERLAY
INSTALL Temp
OVERLAY
Lake Isabella
EAST
Union Ave
Q Street
Golden State Ave
178
CLOSED
CLOSED
CLOSED CLOSED
TYPE VI ARROW (3 EA)
25
25
CS W9-1L
250'
270
WB ROUTE 178
EB ROUTE 178
"W
178"
L
IN
E
"E178" LINEN StO St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
N StO StP StO St
Const CENTER PORTION OF 24TH St WIDENING.
29 051 83.56'
32 237.54'
167.00'
110
30
34 014 24.39'
1,012.00'082 74.17'148.08'
119.15'
48.77'
1,000.00'082 73.29'146.32'
1,542.00'
1,224.00'
1,798.00'
31
1,531.00'064 90.10'180.00'
33 550.00'100 48.49'96.74'
35
36 1131,600.00'324.56'162.84'
WEEKEND LANE CLOSURES ONLY, USE Std PLAN T11.
Const PORTION OF 24TH St WIDENING AT KERN RIVER BRIDGE.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:39 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma023.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2
3
4 6 7 8 9 1 2 3 3154
305
2
3
4
6 8 9 1 2 3 4 315
310
ASPHASPHASPH
ASPH
P
DIRT
ASPH
ASPH
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHDIRTP
ASPHASPH
RIVERSIDE DR
ASPH24TH ST
CONCASPHCONCASPHBRUSHDIRTASPH
YI
ELDLINE
"EBL"
LINE
"WBL"
OG
11'12'11'
CHANNELIZER (SM)
11'3'11'
CHANNELIZER (SM)
3'27'
Const AREA
22
Pkwy
SW/
Var
2'2' Shld
28'
Const AREA
11'6'ASPHASPHASPH
ASPH
P
DIRT
ASPH
ASPH
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHDIRTP
ASPHASPH
RIVERSIDE DR
ASPH24TH ST
CONCASPHCONCASPHBRUSHDIRTASPH
YI
ELDR/W
R/W
R/W
"EB2" LINE
"WB2" LINE
SCALE: 1" = 50'SEE SHEET SC-24MATCH LINE "WB2" Sta 315+50SC-23
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
R/W
11'11'
12'
12'
Var
2
2
1
11'
NOTES:
1.
PM ARROW
TYPE IV (L)
38
25
CSC27(CA)
9
27B
30' C-C SPACING (53 EA)
CHANNELIZER (SM)
20.50' Lt "WBL" +00
EC
(29 EA)
30' C-C SPACING
CHANNELIZER (SM)
259
30
31
No.#R
CURVE DATA
T L
STAGE CONSTRUCTION NOTE THIS SHEET:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
12'
12'
41' Rt "EB2" +83.2634'F
0.74' Rt "EBL" +00
4.92' Rt "EB2" +67.18
EC
Beg TAPER
END TAPER
29
32
33
34
BC
PRC PCC
(12')
(12')
(Var)
(12')(12')
ASPH
(12')17.5'
1' Rt "WBL" +06.65
EC
9.81'' Lt "WBL" +54.20
CS W4-2L
PM
F
31' Rt "EB2" +41.63
CSC27(CA)
2
+39EC
Beg 60' BAY TAPER
35
BC
Beg Temp STRIPING
36
20.50' Lt "WBL" +69.36
BC
BC
END 60' BAY TAPER
STAGE 3 DAY TIME
SECTION A-A
NO SCALE
A
A
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
36.79' Rt "EBL" +39.41 "EBL" +35.05
46.94' Rt
CS W9-1L
"EBL" +00
"EBL" +20
Beg TAPER
Exist STRIPING
CONFORM TO
37.60' Rt "EBL" +20
END Temp STRIPING
14' Rt "EBL" +79.66
14' Rt "EBL" +04.31
38' Rt "EBL" +04.31
END TAPER
27B
250'
1
Exist STRIPING
CONFORM TO
ARROW (3 EA)
TYPE VI (L) ER1-2
BC
271
(12')24TH St
"WBL" LINE
"EBL" LINE
Kern River
Const CENTER PORTION OF 24TH St WIDENING.
Const REMAINDER OF OAK St.
35
36
1,531.00'
1,600.00'
064
113
90.10'
162.84'
180.00'
324.56'
40
39 1,528.00'
1,600.00'
211
205 295.32'
568.45'
584.06'
287.55'
37 121
38 122 118.78'
562.00'60.27'120.08'
550.00'59.62'
CLOSURE OF INTERSECTION, SEE MI PLANS.
Const REMAINDER OF INTERSECTION. WEEKEND
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
ASPH
P
P
P
P
P P
P
P
P
P
P
P
P
P
PP
PP
P
P
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHAS PH ASPH
ASPH
ASPH
ASPH OAK STOLIVE STPASPHCONC
ASPH
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:41 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma024.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
26026512343206789
1 2
3206789
1
21012347
89STOPSEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR
/
WR/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT
SCALE: 1" = 50'MATCH LINE "WB2" Sta 315+50SEE SHEET SC-23SEE SHEET SC-26MATCH LINE "WB2" Sta 322+50SC-24
TRAFFIC HANDLING PLANS
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY12'12'
1
2'12'11'
11'
12'
12'
12'
12'
TCE
R/W
2
(11')(13')(11')(12')STAGE CONSTRUCTION NOTES THIS SHEET:
2
1
2'
NOTES:
1.+00+71PMTYPE IV (L) ARROW
PM
LL
38
25
9
2
TYPE III Barr (5 EA)
R4-7CS25
9
CS C27(CA)
TYPE VII (R) ARROWPM
PM TYPE VII (L) ARROW
CW
TYPE III Barr (5 EA)
R4-7CS
40
R=196'
40 R=95'
4
R/W25
9
9
25
CS C27(CA)
30' C-C SPACING (5 EA)
CHANNELIZER (SM)17'12'16'12'12'CW
CSR4-7
TYPE III Barr (6 EA)
CSC27(CA)
PM BIKE LANE SYMBOL WITH PERSON
BIKE LANE ARROW
PM TYPE IV (R) ARROW (2 EA)
PM TYPE VII (L) ARROW (2 EA)
25
39
20' C-C SPACING (5 EA)
CHANNELIZER (SM)
20' C-C SPACING (12 EA)
CHANNELIZER (SM)
3
3 12'16'VarCS C27(CA)
17.22' Lt "OAK-1" +82.14
30' Lt "OAK-1" +00
BC
PRC
EC
STRIPING
CONFORM TO Exist
"OAK-1" +63
37
No.#R
CURVE DATA
T L
25
20' C-C SPACING (14 EA)
CHANNELIZER (SM)R/WR/WR/WCS
F
2
4
40
35
36
TYPE II (R) ARROW
CS R3-7R
R3-7R
40
39
CS W74(CA) Lt
20' C-C SPACING (21 EA)
CHANNELIZER (SM)
30' Lt "WB2" +00
EC
EC BC
+71.30
28' Rt "EB2"
BC
4.19' Lt "OAK-1" +37
EC
STAGE 3 DAY TIME
30' Lt "EB2" +17.98
30' Lt "WB2" +25.49
20' C-C SPACING (7 EA)
CHANNELIZER (SM)
37B
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
C
C
2.FOR SECTIONS B-B AND C-C SEE SHEET SC-25.
B B
12
12 No. 1
DS
12 DS No. 2
(14 EA)
20' C-C SPACING
CHANNELIZER (SM)
27B
272
1 L=34'
PM
PM
LL
TYPE IV (R) ARROW
"STOP"
24TH StOAK St"OAK-2" LINEOLIVE St"OAK-1" LINE OAK St"OAK-1" LINEOAK St"WB2" LINE
"EB2" LINE
Const CENTER PORTION OF 24TH St WIDENING.
Const CENTER PORTION OF OAK St WIDENING.
Const SOUTH PORTION OF 23RD St.
Const NORTH PORTION OF 24TH St.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:41 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma025.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2'
LINE
"OAK-1"
3
17'16'
OG
8'
SW
12'27'
Const AREA
11'7'6'
SW
2'
4'3'
CHANNELIZER (SM)CHANNELIZER (SM)
LINE
"EBL"
11'
2
5'
LINE
"WBL"
3'Var11'
CHANNELIZER (SM)CHANNELIZER (SM)
12'12'
Const AREA
Var
Pkwy
SW/
2'2'
Var
Pkwy
SW/
LINE
"B"
12'13'11'24.5'7.5'
OG
2
4.5'
CHANNELIZER (SM)
18'
CHANNELIZER (SM)
13'
Const AREA
7.5'
3.5'
Var
Pkwy
SW/
12'
OG
9
Var
LINE
"23RD"
LINE
"24TH"
CHANNELIZER (SM)CHANNELIZER (SM)
11'12'Var
0'-16'
3'-5'
Var
Const AREA
5'-38'
Var
12'
CHANNELIZER (SM)
Var
Pkwy
SW/
2'
Pkwy
SW/
2'
Var
10
SC-25
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
2
NOTES:
1.
2.
SECTION D-D
NO SCALE
STAGE CONSTRUCTION NOTE THIS SHEET:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
3
SECTION C-C
SECTION B-B
SECTION E-E
9
10
3.FOR LOCATION OF SECTION D-D SEE SHEET SC-26.
4.FOR LOCATION OF SECTION E-E SEE SHEET SC-28.
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
FOR LOCATION OF SECTION B-B AND SECTION C-C SEE SHEET SC-24.
STAGE 3 DAY TIME
273
Const CENTER PORTION OF 24TH St WIDENING.
2051,600.00'40
39 1,528.00'211 162.84'
293.93'
324.56'
584.06'
41 052550.00'25.65'51.27'
42 618.00'085 48.41'96.61'
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
PP
pPOOLASPHCONC
ASPH
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPHCONC
CONCCONC
CONC
POOL
CONC
CONCCONC
POOLASPHCONC
CONCCONC
CONC
ASPHELM STBEECH STASPHMYRTLE STASPHSPRUCE STP
P
ASPHASPH
P
P
P
P
P
P
PPP
P
PP
PPPP
P
C
O
NC
POOLCONCC
ONC
ASPHPOOLS POOLPOOL CONCP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOO LPOOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOLx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:42 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma026.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6STOPKCSTOPSTOPSTOP
R/W
R/W
R/W
SCALE: 1" = 50'
SC-26
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE "WB2" Sta 322+50SEE SHEET SC-24SEE SHEET SC-27MATCH LINE "B" Sta 336+50R/W
TCE
TCE
TCE
TCE
TCE
11'(22')(18')(26')(24')12'
12'
11'
12'
STAGE CONSTRUCTION NOTES THIS SHEET:
2
3
13'
2
NOTES:
1.
"WB2" +82.64
END TAPER
EC
CS C27(CA)
CS
CS
38
PM
CS
37B
9
20' C-C SPACING (55 EA)
CHANNELIZER (SM)
21.95' Rt "EB2" +23.18
EC
28' Rt "EB2" +29.33
25
9
No.#R
CURVE DATA
T L
2.
D
D
R3-7R
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
11'
Var
12'
12'
27.65' Lt "WB2" +71.68
30' Lt "WB2" +20.48
PCC Beg TAPER
3.69' Lt "WB2" +80.02
4' Lt "WB2" +99.66
24.75' Rt "EB2" +20.80
39
40
42+4020' C-C SPACING (71 EA)
CHANNELIZER (SM)+60+40+20TCE
TCE
TCE
20' C-C SPACING (6 EA)
CHANNELIZER (SM)
11'12'
12'
11'
12'
STAGE 3 DAY TIME+9313'
C30(CA)
R3-7R
C27(CA)CS
C27(CA)CS
25
41
TCE
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
FOR SECTION D-D SEE SHEET SC-25.
12 DS No. 9
Beg TAPER
12
ARROW
TYPE IV (R)
4' Lt "WB2" +47.97
+48EC
BC
274
LL
PM
PM
"STOP"
TYPE IV (R) ARROW CW
22
PM
PM
L=29'
"CLEAR"
"KEEP"
CW
22
L=15'
CW
END TAPER+3627B +51+4627B
PM
"STOP"
LL
PM
(14 EA)
20' C-C SPACING
CHANNELIZER (SM)
LL
PM
PM "STOP"
(R) ARROW
TYPE IV
(R) ARROW
TYPE IV
24TH St Carrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StELM St"EB2" LINE
"WB2" LINE
"B" LINE
BEECH St
43 777.00'123 85.18'169.68'
Const CENTER PORTION OF 24TH St WIDENING.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
LANE CLOSURES ONLY, USE Std PLAN T11.
Const PORTION OF 23RD AT B St. WEEKEND
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
P
P POOLDENSE TREES
ASPHP
PP
PPP P
PP
P
P
P
CONC
CONC
ASPHASPHPOOLCONCCONC
DENSE TREES
ASPHPOOLPOOLPOOLSDENSE TREESASPHDENSE TREESASPHCONC
CONC
CONC ASPHCEDAR STASPHCONCPINE STCONC POOL POOLALDER STPOOL
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:43 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma027.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7
340
345
7 8 9 1 2 3 4 6
4STOPSTOPSTOPR/W
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-27MATCH LINE "B" Sta 336+50SEE SHEET SC-26SEE SHEET SC-28MATCH LINE "24TH" Sta 347+50R/W
TCE
12'
11'
12'
2
STAGE CONSTRUCTION NOTES THIS SHEET:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
2
6
13'
NOTES:
1.35.5'BC
43
25
9
27B
No.#R
CURVE DATA
T L
21.94' Rt "24TH" +12.21
TCE
TCE
20' C-C SPACING (55 EA)
CHANNELIZER (SM)
11'
20' C-C SPACING (9 EA)
CHANNELIZER (SM)
20' C-C SPACING (15 EA)
CHANNELIZER (SM)
20' C-C SPACING (15 EA)
CHANNELIZER (SM)
20' C-C SPACING (10 EA)
CHANNELIZER (SM)
20' C-C SPACING (2 EA)
CHANNELIZER (SM)
11'
4.5'
6
TCE
TCE
+50CSC30(CA)
CSC30(CA)
C30(CA)CS
STAGE 3 DAY TIME
13'
12'
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
12DS No. 14
12
275
+97+93+44+39+95+86PM"STOP"
PMTYPE IV (R) ARROW
LL LL LL
TYPE IV (R) ARROW
"STOP"PM
PM TYPE IV (R) ARROW
"STOP"
PM
PM
24TH StPINE StCEDAR StALDER StPINE StCEDAR StA St"B" LINE
"23RD" LINE
"24TH" LINE
43 777.00'123 84.31'169.68'
44 601.00'105 114.47'
45 425.00'143 108.00'
46 447.00'143 57.10'
57.41'
54.29'
113.58
50 966.00'34.16'68.29'
51 215.00'162 31.05'61.67'
040
47 226.53'155 31.55'62.70'
Const NORTH PORTION OF 23RD St.
Const SOUTH PORTION OF 24TH St.
Const NORTH PORTION OF 24TH St.
Const NORTH PORTION OF INTERSECTION.
Const C St IMPROVEMENTS.
LANE CLOSURES ONLY, USE Std PLAN T11.
Const PORTION OF 23RD AT B St. WEEKEND
LANE CLOSURES ONLY, USE Std PLAN T12 AND/OR T13.
Const NORTH PORTION OF BAY St INTERSECTION. WEEKEND
ONLY, USE Std PLAN T11.
Const Temp Pvmt. WEEKEND LANE CLOSURES
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
OVERNIGHT LANE CLOSURES ONLY, USE Std PLAN T11.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:44 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma028.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
350
355
360
8
9
1 2 3 4 6 7 8 93
4
5
3
5
0
35567
8
9
12
3 4 6 7 8 9
STOPSTOPSTOPSTOPSTOP 360
6 7 8 9
PPASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPH
ASPHP
PP
PP
P
ASPHASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH ASPHC STP
P
PP
CONC
PP
P
P
P
P
P
P
P
P
PP P P
P
PASPH ASPHASPHASPHASPHASPH
ASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPHCONC
CONCASPH
CONC
ASPHASPH
CONC
ASPHD STE ST23RD ST P
P
P
ASPH
ASPH
3
4
5
67
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'MATCH LINE "24TH" Sta 347+50SEE SHEET SC-27SC-28
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
R/W
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
TCE
TCE
11
'12
'10
6
2.35' Rt "24TH" +99.52
EC
6.12' Rt "24TH" +85.48
25
43
9
25
PRC
TCE
13'
44
45
46
50
51
No.#R
CURVE DATA
T L
EC
EC
3' Lt "24TH" +00.80
PRC
25' Rt "24TH" +20.01
47
TCE
PRC
8' Lt "23RD" +27.13
BC
PCC
8' Lt "23RD" +55.60
PRC
PCC
4' Rt "23RD" +85.28
9
40
TCE
TCE
LL
PM"STOP"
PMTYPE IV (R) ARROW
"23RD" +85
CONFORM TO FINAL STRIPING
F
11'
12'
11'
12'
12'
11'
11'
12'
F
11''
11'
Var
11'
5
8
9
10
DAY TIME STAGE CONSTRUCTION NOTE THIS SHEET:
360
NIGHT TIMESEE SHEET SC-29MATCH LINE "23RD" Sta 359+857
2
3
NIGHT TIME STAGE CONSTRUCTION NOTE THIS SHEET:
1
6
5
8
9
1
2
2
3
8
1
13'
11'
9
27B
27B
9
R3-2 CS
CS R3-2
CS M4-01R
R11-2
CS R3-2
CSC27(CA)
CSR4-8
CS TYPE III BARRICADE (2 EA)
R11-2 (2 EA)
CSC27(CA)
PM TYPE VII (L) ARROW
TYPE VII (R) ARROWPM
12'
12'
+07.64
10.65' Rt "24TH"
"24TH" +45
END Temp STRIPING
"24TH" +16
END Temp STRIPING
"24TH" +85
Beg Temp STRIPING
"24TH" +65
Exist STRIPING
CONFORM TO
"23RD" +85
END Temp STRIPINGDAY TIMENIGHT TIMENIGHT TIME
DAY TIME
(4 EA)
20' C-C SPACING
CHANNELIZER (SM)
20' C-C SPACING (39 EA)
CHANNELIZER (SM)
20' C-C SPACING (15 EA)
CHANNELIZER (SM)
20' C-C SPACING (23 EA)
CHANNELIZER (SM)
20' C-C SPACING (11 EA)
CHANNELIZER (SM)
20' C-C SPACING (47 EA)
CHANNELIZER (SM)
+46
+00
+00+54+75+25+62STAGE 3 DAY & NIGHT TIME
38 AND 40
DS No. 37,
7
7
27B
F
F F
F SEE SHEET SC-29MATCH LINE "24TH" Sta 360+501.68' Lt "23RD" +24.18
+15+75+05+40+6524'39'13'
11'
6
E
E
"23RD" +65.42
1.58' Lt
DETAIL A
SCD-2
SEE Sht
SEE DETAIL A
3 4 '28'12'
6'
NOTES:
2.
1.
FOR SECTION E-E SEE SHEET SC-25.
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
12
12
DS No. 18
DS No. 2312
No. 29
DS
4
11'
13'
PM
PM
PM
PM TYPE VII (R) ARROW
TYPE VII (L) ARROW
(R) ARROW
TYPE VII
(L) ARROW
TYPE VII
276
+22+0027B
24TH St
23RD StBAY StB StC StD StE StC StDRAKE StENCINA St"24TH" LINE
"23RD" LINE
"23RD" LINE
Const NORTH PORTION OF 24TH St.
Const NORTH PORTION OF INTERSECTION.Const DRIVEWAY ACCESS.
OVERNIGHT LANE CLOSURES ONLY, USE Std PLAN T11.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.ASPHPP
ASPH
P
PP
PP
P
P
P
PP
P
P
P PP P P PP P P
PP
P
PP
P
P
P
P
P
P
P
P
P
PP
PP
ASPHASPHCONC ASPHASPHASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPHASPHP
P
P
P
P
P
P
P
P
P
P
PPP
PPP
P
FPP P
P
P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH
ASPH ASPHASPH
CONC
ASPH ASPHCONC
ASPH
ASPH
CONC
ASPHASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPH EYE STASPHASPHH STH STG STF ST24TH ST
STOPSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:46 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma029.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
STOPSTOP STOPSTOP
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
1 2 3 4 6 7 8 9 1 2
R/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'SEE SHEET SC-31MATCH LINE "24TH" Sta 374+50SEE SHEET SC-31MATCH LINE "23RD" Sta 372+50SC-29
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTES:
1.
STAGE CONSTRUCTION NOTES THIS SHEET:
1
2
TCE
TCE TCE
TCE
"24TH" +16
STRIPING
TO Exist
CONFORM
"24TH" +27
"24TH" +60
"24TH" +85
STRIPING
END Temp
"24TH" +03
STRIPING
TO Exist
CONFORM
"24TH" +26
STRIPING
TO Exist
CONFORM
STRIPING
Beg Temp
"24TH" +80
STRIPING
END Temp
"24TH" +50
STRIPING
Beg Temp+18+26+75+60+15+13+70+50PM TYPE VII (R) ARROW
TYPE VII (L) ARROWPM
9
27B
11'
11'
3'
11'
11'3'
27B
9
PM
PM TYPE VII (L) ARROW
27B
9
11'
11'
3'
TYPE VII (R) ARROW
9
CS
R4-8 CS
C27(CA)
CS
R4-7 CS
C27(CA)CS
R4-8 CS
C27(CA)CS
R4-8 CS
C27(CA)
1 1 1 1
27B
2
2
2
11'
11'
27B
9
(14 EA)
20' C-C SPACING
CHANNELIZER (SM)20' C-C SPACING (22 EA)
CHANNELIZER (SM)
20' C-C SPACING (22 EA)
CHANNELIZER (SM)
20' C-C SPACING (22 EA)
CHANNELIZER (SM)
20' C-C SPACING (9 EA)
CHANNELIZER (SM)
3'
3'(14')(12')(12')(14')(12')(12')(12')(12')(10')(12')(12')(10')(12')(12')(12')(12')(12')(12')(11')(11')(11')(18')(11')(11')(11')(17')(22')(22')(22')(22')2(19')(19')(17')(12')(19')(22')(22')3
844, 45 AND 45
DS No. 37, 41, 42
865 AND 65
DS No. 63, 64
F
F F
2
MATCH LINE "24TH" Sta 360+50SEE SHEET SC-28MATCH LINE "23RD" Sta 359+85SEE SHEET SC-28DAY TIMESTAGE 3 NIGHT TIME
4
4 4 1+35+50+07+22SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
12'
11'
11'
12'
12'
11'
11'
12'
8
3 DS No. 64
PM
PM
ARROW
TYPE VII (R)
ARROW
TYPE VII (L)
PM
PM
TYPE VII (R) ARROW
TYPE VII (L) ARROW
Exist STRIPING
CONFORM TO
277
24TH St
23RD St
"24TH" LINEG StH StF StF StG StH StEYE St"23RD" LINE
EYE St
Const NORTH PORTION OF "24TH" LINE.
53 763.00'173
54 819.00'020
55 819.00'185
14.96'29.91'
118.02'234.18'
136.67'270.84'
Const NORTH PORTION OF INTERSECTION.
OVERNIGHT LANE CLOSURES ONLY, USE Std PLAN T11.
Const DRAINAGE MAIN SYSTEM. SEE DRAINAGE PLANS.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
FPASPHASPHASPH
ASPHASPH
CONCCONC
ASPH CONCA
SPHCONC
ASPHASPHP
P
P
PPPPP
P
P
P
PP
PP
P
PP
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
PP
PPFP
P
P
P
PP P
P
P PP
PP
P
P
P
P
P
P
P
P
FP
FP
FP
FP
ASPH
ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
ASPH
FP
ASPH
ASPHASPH
ASPH
CONC
CONCCONC
CONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH ASPHASPHASPHCONC
CONC
ASPHASPHASPHASPH
ASPHCONCCONCASPH
ASPH
CONCASPH
ASPH CONCASPHASPHASPH
ASPHASP
HASPHASPHASPHASPHASPH
ASPHASPH
ASPHASPH
ASPH
24TH ST
M STL STL STK STASPHCHESTER AV25TH ST
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:47 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma030.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
18"395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-30MATCH LINE "23RD" Sta 372+50SEE SHEET SC-29MATCH LINE "24TH" Sta 374+50SEE SHEET SC-29SEE SHEET SC-31"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTES:
1.
STAGE CONSTRUCTION NOTES THIS SHEET:
1
2
TCE
TCE
TCE
TCE
+08+40+40+45+15"24TH" +29
STRIPING
TO Exist
CONFORM
"24TH" +19
STRIPING
TO Exist
CONFORM
"24TH" +99
"24TH" +76
"24TH" +45
STRIPING
CONFORM TO Exist
"24TH" +29
"24TH" +00
CS
R4-8 CS
C27(CA)
R4-8 CS
CSC27(CA)
R4-7 CS
CSC27(CA)
R4-8 CS
C27(CA)CS
PM
PM
9
27B
11'
11'
3'
TCE
STRIPING
TO Exist
CONFORM
ARROW
TYPE VII (R)
ARROW
TYPE VII (L) 40
27B
9
20' C-C SPACING (13 EA)
CHANNELIZER (SM)
20' C-C SPACING (40 EA)
CHANNELIZER (SM)
20' C-C SPACING (24 EA)
CHANNELIZER (SM)
27B
9
CW
CW CW
12'
Var
12'
12'
1 1
1
1
2
22
3
27B
9
CS TYPE III Barr (6 EA)
R11-2 (2 EA)
CS
TYPE III Barr (2 EA)
W1-6L
R11-2
11'
11'
3'
TCE
TCE
(16')(11')(11')(14')(13')(10')(12')(12')(10')(12')(11')(12')(12')(11')(12')(12')(20')(11')(11')(10')(10')(11')(16')(10')(9')(11')(20')(20')(11')(20')(22')(22')(19')(30')2
(19')(11')(20')(19')(12')(19')(15')(10')(10')(15')9 71, 72, 73, 74 AND 75
DS No. 63, 68, 69, 70
TCE
TCE
TCE
TCE TCEF
F F F
53
54
55
No.#R
CURVE DATA
T L
1' Rt "24TH" +76.11
BC
1' Rt "24TH" +29.38
BC
1' Rt "24TH" +00.55
BC
TCE
STAGE 3 NIGHT TIME
11'
12'
11'
12'
12'
11'
11'
12'
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
8
3No. 68
DS
BC
STRIPING
CONFORM TO Exist
No. 71
DS 3
No. 72
DS 3
PM
PM
PM
PM
ARROW
TYPE VII (R)
ARROW
TYPE VII (L)
(L) ARROW
TYPE VII
Exist STRIPING
CONFORM TO
Exist STRIPING
CONFORM TO
278
ARROW
TYPE V
24TH St
23RD St L StK StK StL StM StCHESTER AveCHESTER Ave"24TH" LINE
"23RD" LINE M St
Const NORTH PORTION OF WB SR-178.
COLD PLANE AND HMA OVERLAY.
SLURRY SEAL.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
P ASPHA
SPH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHTRAILER
ASPH
CONCCONC
ASPH
P
P
P
P
PP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
A
SPH ASPHASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
A
SPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH ST
25TH ST
N STQ STASPHx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:48 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma031.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SAAS400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
R
/W
R
/
W
R
/W
R/W
R/W
R/W
SCALE: 1" = 50'
SC-31
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET SC-30NOTES:
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
2.
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
(12')(12')(12')(12')
(12')
(18')(18')(14')(12')
(12')
(12')12'12'12'
50'
END TAPER
STRIPING
CONFORM TO Exist
26.20' Rt "W178" +50.93
BC
5
PM
"W178" +15
STRIPING
TO Exist
CONFORM
27B
CS
25
9
CS
TYPE III Barr (6 EA)
R11-2 (2 EA)CS
TYPE III Barr (2 EA)
R11-2
CS TYPE III Barr (5 EA)
R11-2 (2 EA)
CS M4-10R
R11-4CSM4-10R
R11-4
20' C-C SPACING (58 EA)
CHANNELIZER (SM)
No.#
56
R
CURVE DATA
332
T L
390.85'201.19'668.59'
STAGE CONSTRUCTION NOTE THIS SHEET:
5
5
160' TAPER
F
CS
C27(CA)
W4-2R
PM
ARROW (2 EA)
TYPE IV (R)
CS
6
7
5
BC
1.31' Lt "W178" +57.90
25.02' Rt "W178" +57.68
6.57' Lt "W178" +50.93
57
58
PCC
57 698.01'332 210.04'408.05'
58 2445.17'055 125.27'250.32'
STAGE 3 NIGHT TIME
Var
11'12'11'
Beg TAPER
EC
END TAPER
1' Rt "W178" +60
END 60' BAY TAPER
1' Rt "W178" +20
Beg 60' BAY TAPER
11' Rt "W178" +00
56
12'
11'
11'
Var
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
9 DS No. 108
8 DS No. 109
PM"AHEAD"PM
8
"SIGNAL"
ARROW (3 EA)
TYPE VI
6
7
W9-1
279
38
WB ROUTE 178
EB ROUTE 178
"W178" LINE
"E178" LINEN StO StN StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
ASPHASPHASPH
ASPH
P
DIRT
ASPH
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHDIRTP
ASPHASPH
RIVERSIDE DR
ASPH24TH ST
ASPHCONCASPHCONCBRUSHDIRTYI
ELDx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:49 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma032.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2
3
4 6 7 8 9 1 2 3 3154
305
2
3
4
6 8 9 1 2 3 4 315
310
R/W
R/W
R/W
"EB2" LINE
"WB2" LINE
SCALE: 1" = 50'SEE SHEET SC-33MATCH LINE "WB2" Sta 315+50SC-32
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
R/W
NOTE:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
STAGE 4 DAY TIME
(11')
(12')
(11')
E CHANNELIZER (SM)
(12')
(12')
(12')
(12')
(14')
(12')
(12')
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
280
(12')
(12')24TH St
Kern River"EBL" LINE
"WBL" LINE
Const REMAINDER OF OAK St WIDENING.
ASPH
P
P
P P
P
P
P
P
P
P
P
P
PP
P
ASPH
ASPH
ASPH
ASPH
POOLCONCASPH
ASPHAS PH ASPH
ASPH
ASPH OAK STOLIVE STASPH
STOPP
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:50 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma033.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
26026512343206789
1 2
3206789
1
21012347
892'LINE
"OAK-1"
1
24'12'
OG
8'
SW
Var
Const AREA
6'
SW
2'
CHANNELIZER (SM)
12'12'6'6'
3.5'
Const AREA
CHANNELIZER (SM)1
5'
3206789
1 2
3206789
1
21012347
89SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR/W R/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT
SCALE: 1" = 50'MATCH LINE "WB2" Sta 315+50SEE SHEET SC-32SEE SHEET SC-34MATCH LINE "WB2" Sta 322+50SC-33
TRAFFIC HANDLING PLANS
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY(12')12'
12'
R/W
(11')(13')(11')(12')STAGE CONSTRUCTION NOTES THIS SHEET:
1
20' C-C SPACING (13 EA)
CHANNELIZER (SM)
20' C-C SPACING (23 EA)
CHANNELIZER (SM)
25
9
No.#
40
R
1,100.00'
CURVE DATA
225
T L
438.57'222.24'
NOTE:12'12'PM
A A
29 12'12'12'"OAK-1" +50R/W27B
29
R/WR/WR/W(12')CHANNELIZER (SM)E
TCE(12')12'12'12'12'27B
12'
12'
"EB2" +13.77
BC
STRIPING
CONFORM TO Exist
40
"OAK-1" +08
Exist STRIPING
CONFORM TO
38
27B
27B
1
BC
50' Lt "OAK-1" +11.65
EC
CONFORM TO Exist STRIPING
PRC
32.83' Lt "OAK-1" +49.49
PRC
7' Lt "OAK-1" +50
5' Lt "OAK-1" +00
0.15' Rt "OAK-1" +40.31
PRC
EC
CONFORM TO Exist STRIPING
"OAK-1" +26.85
27B
38
41
42
43
44
41 141 222.24'139.27'
42 140 222.24'138.53'
43 090 222.24'
44 090 222.24'
562.00'
562.00'
Beg TAPER
END TAPER
9' Lt "OAK-1" +00
574.00'90.69'
550.00'86.90'
20' C-C SPACING (26 EA)
CHANNELIZER (SM)
20' C-C SPACING (21 EA)
CHANNELIZER (SM)
CS
C30(CA)
4
SECTION A-A
NO SCALE
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
STAGE 4 DAY TIME
TYPE VII (L) ARROW (2 EA)
281
CHANNELIZER (SM)E
(12')(12')
(11')(11')(12')(12')(12')(12')
(12')
30' C-C SPACING (22 EA)
CHANNELIZER (SM)
Barr (4 EA)
TYPE III
"WB2" LINE
"EB2
" L
INE 24TH StOAK St"OAK-2" LINEOLIVE St"OAK-1" LINE OAK St"OAK-1" LINEOAK St
Const REMAINDER OF EB 24TH St WIDENING.
LANE CLOSURES ONLY, USE Std PLAN T11.
Const PORTION OF EB 24TH St WIDENING. WEEKEND
Const ALLEY IMPROVEMENTS.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
UTILITY PLANS.
Const UTILITY IMPROVEMENTS (BY OTHERS). SEE
PP
pPOOLASPHCONC
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPHCONC
CONCCONC
CONC
POOL
CONC
CONCCONC
POOLASPHCONC
CONCCONC
CONC
ASPHELM STBEECH STASPHMYRTLE STASPHSPRUCE STP
ASPH
P
P
P
P
PPP
P
PP
PPPP
P
C
O
NC
POOLCONCC
ONC
ASPHPOOL CONCP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOO LPOOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOLSTOPKCSTOPSTOPSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:51 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma034.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6
LINE
"B"
12'12'
OG
2
(16')(12')(13')7.5'Var
CHANNELIZER (SM)
4'
Const AREA
7.5'Var
Pkwy
SW/
R/W
R/W
SCALE: 1" = 50'
SC-34
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE "WB2" Sta 322+50SEE SHEET SC-33SEE SHEET SC-35MATCH LINE "B" Sta 336+50R/W
2
R/W
(18')(22')(26')(24')(12')
(12')
(13')
12'
12'
12'
12'
3
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
30' C-C SPACING (47 EA)
CHANNELIZER (SM)
9
38
27B
40 EC
45
No.#R
CURVE DATA
T L
45 033 127.77'
323.66'163.29'184988.00'40
2,000.00'63.91'
NOTE:
B
B
SECTION B-B
END Temp STRIPING
1' Lt "EB2" +86.41
STAGE CONSTRUCTION NOTES THIS SHEET:
11 DS No. 9
3
2
4
STAGE 4 DAY TIME
PRC
3.64' Rt "EB2" +45.73
TCE
TCE
TCE
3 4
4 3
10
TCE
TCE
TCE
TCE TCE
TCE
1' Lt "EB2" +29.33
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
4'
NO SCALE
282
11
CHANNELIZER (SM)E
25
40
E CHANNELIZER (SM)
CHANNELIZER (SM)E
10(CalW)
(12')
(12')
CS C30(CA)Carrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StBEECH StELM St"B" LINE
"EB2" LINE"WB2" LINE
MYRTLE St24TH St
Const REMAINDER OF EB 24TH St WIDENING.
Const PORTION OF "23RD" LINE.
Const SOUND WALL. SEE STRUCTURE PLANS.
Const ALLEY IMPROVEMENTS.
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
SEE UTILTY PLANS.
Const UTILITY IMPROVEMENTS (BY OTHERS).
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
P
P POOLDENSE TREES
ASPHP
PP
PPP P
PP
P
P
P
CONC
CONC
ASPHASPHPOOLCONCCONC
DENSE TREES
ASPHPOOLPOOLPOOLSDENSE TREESASPHDENSE TREESASPHCONC
CONC
CONC ASPHCEDAR STASPHCONCPINE STCONC POOL POOLALDER STPOOL
STOPSTOPSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:52 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma035.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7
340
345
7 8 9 1 2 3 4 6
4
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-35MATCH LINE "B" Sta 336+50SEE SHEET SC-34SEE SHEET SC-36MATCH LINE "24TH" Sta 347+50R/W
R/W
R/W
TCE
3
4
(12')
(13')
12'
12'12'
12'
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
STAGE CONSTRUCTION NOTES THIS SHEET:
3
6
NOTE:
27B
9
9
R/W11DS No. 14
STAGE 4 DAY TIME
10
4
3
3
4
5
6
TCE
Var
12'
"B" +65.20
BC
Exist STRIPING
CONFORM TO
46
No.#R
CURVE DATA
T L
323.66'163.29'184988.00'46
30' C-C SPACING (37 EA)
CHANNELIZER (SM)
4
TCE
TCETCE
TCE
5
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
283
4
11
CHANNELIZER (SM)E E CHANNELIZER (SM)
10 (CalW)
24TH StPINE StCEDAR StALDER StPINE StCEDAR St"B" LINE
"24TH" LINE
"23RD" LINE
A St
Const FINAL LIFT OF PAVEMENT.Const SOUTH PORTION OF 24TH St.
Const SOUTH PORTION OF INTERSECTION.Const SOUND WALL. SEE STRUCTURE PLANS.
Const PORTION OF 23RD St.
LANE CLOSURES ONLY, USE Std PLAN T11.
Const PORTION OF 24TH St. OVERNIGHT
Const NORTH PORTION OF 24TH St, BETWEEN BAY ST. AND C ST.
Const NORTH OF INTERSECTION, AT C ST.
350
355
8
9
1 2 3 4
3
4
5
3
5
0
35567
8
9
12
3 4 6 7 8 9
P
PP
PP
P
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
P
P
P
PP
CONC
CONC
P
P
P
P
P
P
P
P
P
PP P P
P
P ASPHASPHASPHASPH
ASPHASPH ASPHASPH
ASPH
ASPHASPH
CONC
CONCASPH
CONC
ASPHASPH
ASPH
CONC
ASPHD STE STP
P
ASPHSTOPSTOPSTOPSTOP
P
ASPH
ASPHSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:53 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma036.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
360
6 7 8 9
STOP STOPSTOPPPASPH ASPHASPHASPHASPH
CONC
ASPH
FP
ASPH
ASPH
ASPHR/W
R/W
R/W
R/W
R/WSCALE: 1" = 50'MATCH LINE "24TH" Sta 347+50SEE SHEET SC-35SC-36
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
(11')
R/W
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTE:
1SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
(12')
(12')
(11')
11'NIGHT TIMEDAY TIMENIGHT TIMESEE SHEET SC-38MATCH LINE "23RD" Sta 359+85STAGE 4 DAY & NIGHT TIME DAY TIMESEE SHEET SC-38MATCH LINE "24TH" Sta 360+50DAY TIME STAGE CONSTRUCTION NOTES THIS SHEET:
1
NIGHT TIME STAGE CONSTRUCTION NOTES THIS SHEET:
R/W
R/W
12'
TCE TCE
13' Lt "23RD" +00
27B
9
"24TH" +85
STRIPING
END Temp
EC
BC
13' Rt "24TH" +25.80
1
2'
47
9 7
8
LL
PM"STOP"
27B
20' OC SPACING (27 EA)
CHANNELIZER (SM)
EC
12'
12'
46
5
6
TCE
Beg TAPER
END TAPER
STRIPING
CONFORM TO FINAL
R/W
11'
11'
"24TH" +62
END Temp STRIPING
BC PRC
48
BC
3' Lt "24TH" +20
"24TH" +40
END Temp STRIPING
11'
END 60' BAY TAPER
"24TH" +07.64
10.65' Lt
11.63' Lt "24TH" +47
Beg 60' BAY TAPER
CS R3-7
"24TH" +13.17
10.65' Rt
9
27B
25
"24TH" +00
25' Rt
38
L=90'
PM
(23 EA)
20' OC SPACING
CHANNELIZER (SM)
9 49
TCE
TCE
TCE
12'
12'
12'
12'DAY TIMENIGHT TIMESEE SHEET SC-37MATCH LINE "23RD" Sta 359+85NIGHT TIMEDAY TIMESEE SHEET SC-38MATCH LINE "24TH" Sta 360+50"24TH" +01.30
13' Rt
5 2
No.#R
CURVE DATA
T L
47 400 163.29'217.96'
46 141 215.22'144.64'
312.00'
48 541 163.29'274.21'290.00'
584.00'
49 541 163.29'274.21'290.00'
16.06' Rt "24TH" +59.88
12' Lt "23RD" +40
11'11'
11'
"24TH" +28
STRIPING
Beg Temp
"24TH" +85
STRIPING
Beg Temp
"24TH" +59
PM
PM TYPE VII (R) ARROW
TYPE VII (L) ARROW
TYPE IV (R) ARROW (2 EA)
LL
PM "STOP"
25
PM
"STOP"PM
LL
25
9
+27+90+60CSC27(CA)
20' C-C SPACING (29 EA)
CHANNELIZER (SM)
CSR4-7
30' C-C SPACING (6 EA)
CHANNELIZER (SM)
CW
2
1
2
1
20' C-C SPACING (9 EA)
CHANNELIZER (SM)
3'3'
6
7
8
9
PM
(R) ARROW
TYPE VII
STRIPING
END Temp
(L) ARROW
TYPE VII
NIGHT TIME
DAY TIME
284
27B
+22+159
38
25
24TH St
23RD St"23RD" LINEBAY StB StC StD StE StC StENCINA StDRAKE St"24TH" LINE
ASPHP
P
P PP P P PP P P
PP
P
P
PP
PPPP
CONCASPH ASPHASPHASPH
ASPHASPH
FP ASPHCONCASPH
CONC
CONC
ASPH
ASPH
ASPHASPHP
P
P
P
P
PPP
P
FPP P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPHASPH
CONC
CONC
ASPH
ASPHCONC
CONC
ASPH
ASPH
ASPH
CONCASP
HASPH
ASPH
ASPHH STSTOPSTOP STOPSTOP
P
PP
PP
P
P
P
PP
P
PP
PP
P
P
P
P
P
ASPHASPHASPH
CONC
ASPH ASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P
ASPH ASPHASPH
CONC
ASPHASPH CONCCONCASPH
CONC
ASPH
ASPHASPH EYE STASPHASPHH STG STF STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:54 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma037.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
1 2 3 4 6 7 8 9 1 2STOPSTOP24TH StG StH StF StG StEYE StR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'MATCH LINE "24TH" Sta 360+50SEE SHEET SC-36SEE SHEET SC-38MATCH LINE "24TH" Sta 374+50SEE SHEET SC-38MATCH LINE "23RD" Sta 372+50SC-37
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDH St
EYE St"23RD" LINE
F StAPPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTE:
1
STAGE CONSTRUCTION NOTES THIS SHEET:
Const SOUTH PORTION OF "23RD" LINE.(14')(12')(12')(14')(12')(12')(10')(12')(12')(19')(19')(19')(12')(17')(22')(22')(12')(12')(12')(12')(18')(11')(11')(11')(11')(11')(11')(17')(22')(22')(22')(22')23RD St
STAGE 4 NIGHT TIME
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, MATCH LINE "23RD" Sta 359+85SEE SHEET SC-36DAY TIME(12')
(11')
(11')
(12')
(12')
(11')
(11')
(12')
"24TH" +16
11'
11'+26(22 EA)
20' C-C SPACING
CHANNELIZER (SM)
1
PM TYPE VII (L) ARROW
TYPE VII (R) ARROWPM
9
3'3'11'
11'
"24TH" +60
STRIPING
Beg Temp
"24TH" +75
STRIPING
END Temp
CS C27(CA)+75CS R4-7 +6022+179
27B
1
C27(CA)
CS
CS
R4-7
20' C-C SPACING (14 EA)
CHANNELIZER (SM)
PM
LL
"STOP"
9
CW
CW
"24TH" +28
STRIPING
END Temp
"24TH" +27
STRIPING
END Temp
"24TH" +03
STRIPING
Beg Temp
STRIPING
Beg Temp
"24TH" +50
STRIPING
END Temp
"24TH" +70
CS +15CS
C27(CA)
R4-7
2
1
PM
PM
TYPE VII (R) ARROW
TYPE VII (L) ARROW
11'
11'3'
9
CSR4-7
LL
PM "STOP"
11'
11'3'
9
CSC27(CA)1 +552
20' C-C SPACING (22 EA)
CHANNELIZER (SM)(22 EA)
20' C-C SPACING
CHANNELIZER (SM)
(10 EA)
20' C-C SPACING
CHANNELIZER (SM)+55+551
2 Const SOUTH PORTION OF INTERSECTION.
9L=8'
L=8'22
Beg Temp STRIPING9L=8'
L=8'22
25
PM
PM
TYPE VII (R) ARROW
TYPE VII (L) ARROW
25
PM
PM
(R) ARROW
TYPE VII
(L) ARROW
TYPE VII
25
25
285
"24TH" LINE
Const SOUTH PORTION OF "24TH" LINE.
Const SOUTH PORTION OF INTERSECTION. ASPHASPHASPHASPH
CONC
CONCCONC
CONC ASPHASPHP
P
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
PPP
P
P
P
PP
P ASPHCONC
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
FP
ASPH
ASPHCONCCONC
CONCASPHASPH
CONCASPH
ASPH ASPHCONC
CONCASPHASPH
CONCCONCASPH
CONC
ASPH
CONCASPH
ASPHASPH ASPH
ASPHASP
HASPHASPHASPHASPHASPHASPH L STPPPPP
CONCAS
PHFP
ASPHCONCASPHASPH
ASPH CONCA
SPHASPHP
P
PP
PP
P
PP
P
P
P
P
P
P
PP
P
PPFP
P
P
PP P
P PP
PP
P
P
P
P
P
P
FP
FP
FP
FP ASPHASPH
ASPH
ASPH
ASPH
ASPH
CONCCONCCONC
CONC
ASPH ASPHASPHASPHASPH
CONCASPH
CONCASPHASPH
ASPHASPH
ASPH
ASPH M STL STK STASPHCHESTER AVx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:55 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma038.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-38MATCH LINE "23RD" Sta 372+50SEE SHEET SC-37MATCH LINE "24TH" Sta 374+50SEE SHEET SC-37SEE SHEET SC-39"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTES:STAGE CONSTRUCTION NOTES THIS SHEET:
1
2
TCE
TCE TCE
TCE
TCE
9
25
9
25
25
9
TYPE VII (L) ARROWPM
PM TYPE VII (R) ARROW
9
25
"24TH" +18
"24TH" +29
+09+38+88+87+30+39+90"24TH" +99
"24TH" +76
"24TH" +48
"24TH" +31
"24TH" +99
40
R4-7 CS
C27(CA)CS
1
1
C27(CA)CS
CS R4-7
20' C-C SPACING (23 EA)
CHANNELIZER (SM)
CS R4-7
C27(CA)CS
20' C-C SPACING (23 EA)
CHANNELIZER (SM)
CSR4-7
C27(CA)
20' C-C SPACING (24 EA)
CHANNELIZER (SM)
CS
1
11'
11'
11'
11'
Var
11'
Var
12'
(12')
(11')
(11')
(12')
(12')
(11')
(11')
(12')(12')(12')(12')(11')(12')(12')(12')(12')(11')(10')(11')(11')(20')(16')(10')(11')(10')(20')(11')(20')(20')(11')(9')(16')(11')(11')(10')(13')(14')2
(12')(12')(10')(12')(11')(15')(10')(10')(15')(22')(22')(19')(12')(19')2
(20')(11')(19')(19')(30')TCE
3'3'
3'
4'
4'3'
SPACING (13 EA)
(SM) 20' C-C
CHANNELIZER
CW
STRIPING
Beg Temp
STRIPING
END Temp
2
2
STRIPING
END Temp
STRIPING
Beg Temp
TCE
CW
STRIPING
END Temp
Beg Temp STRIPING
21 L=18'
CW
STRIPING
END Temp
CW
21 L=31'
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
STAGE 4 NIGHT TIME
PM TYPE VII (R) ARROW
PM TYPE VII (L) ARROW
PM
PM (R) ARROW
TYPE VII
1
(L) ARROW
TYPE VII
286
L StK StK StL StM StCHESTER AveCHESTER Ave"24TH" LINE
23RD St
"23RD" LINE
24TH St M St
P ASPHA
SPH
ASPHASPH
ASPHPP
P
ASPH
ASPHTRAILER
ASPH
CONCCONC
P
P
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH ASPHASPH
ASPHASPHASPHASPHASPH
TRAILER
ASPH
CONC
ASPHASPH
A
SPH
ASPH
ASPH
ASPHASPHCONCCONC
ASPHCONC
24TH STN STQ STASPHP
P ASPHASPH
P
P
PP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
23RD ST
ASPHSSAAx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:56 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma039.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SSAASA400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
R
/W
R
/
W
R
/W
R/W
R/W
R/W
SCALE: 1" = 50'
SC-39
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET SC-38NOTE:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
(12')(12')(12')(12')
(12')
(18')(18')(14')(12')
(12')
(12')12'12'12'19.50' Rt "W178" +00
Beg TAPER
4' Lt "W178" +60
END TAPER
15.21' Rt "W178" +40
4.50' Lt "W178" +79.86
EC
BC +65+60CS R3-7R
CS
CS
W73A Rt(CA)
W74 Lt(CA)CS
CS W4-2L
PM
PM TYPE IV (R)
37B
27B
25
9
(12')
(12')
(12')
(Var)
90
No.#R
CURVE DATA
T L
686.00'341 409.12'210.84'
12'
12'12'
90
15.89' Lt "W178" +64.58
38
BC
EC
STRIPING
CONFORM TO Exist
159'
91
91 116.96'233.54'0801,656.00'
CS C27(CA)
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
STAGE 4 NIGHT TIME
20' C-C SPACING (58 EA)
CHANNELIZER (SM)
TYPE VI ARROW (3 EA)
PM "SIGNAL" (3 EA)
PM "AHEAD" (3 EA)
W9-1L
287
WB ROUTE 178
EB ROUTE 178
"W
178"
L
IN
E
"E178" LINEN StO StN StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
OVERNIGHT LANE CLOSURES. SEE MI PLANS.
PLACE BRIDGE TREATMENT. SEE STRUCTURAL PLANS.ASPHASPHASPH
P
DIRT
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHDIRTP
ASPHASPH
RIVERSIDE DR
ASPH24TH ST
CONCASPHCONCBRUSHYI
ELDFOFOx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:58 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma040.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
2
3
4 6 7 8 9 1 2 3 3154
305
2
3
4
6 8 9 1 2 3 4 315
310
R/W
R/W
R/W
"EB2" LINE
"WB2" LINE
SCALE: 1" = 50'SEE SHEET SC-41MATCH LINE "WB2" Sta 315+50SC-40
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
R/W
12'
12'
STAGE CONSTRUCTION NOTES THIS SHEET:NOTE:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1
F
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
STAGE 5 DAY TIME
12'
12'
12'
(14')
(12')
(12')
(12')
(12')
(12')
(12')
(12')
(12')
(12')
(12')
(12')
F
1
1
288
24TH St
"WBL" LINE
"EBL" LINE
Kern River
ONLY, USE Std PLAN T11.
SLURRY SEAL. WEEKEND LANE CLOSURES
ASPH
P
P
P
P
P P
P
P
P
P
P
P
P
P
PP
PP
P
P
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHAS PH ASPH
ASPH
ASPH
ASPH OAK STOLIVE STPASPHCONC
ASPH
STOPP
P
P
ASPHASPHASPHASPH
ASPHASPHP P POOLASPHASPHCONCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:58 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma041.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
26026512343206789
1 2
3206789
1
21012347
89STOPSEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50R/WR/W R/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT
SCALE: 1" = 50'MATCH LINE "WB2" Sta 315+50SEE SHEET SC-40SEE SHEET SC-42MATCH LINE "WB2" Sta 322+50SC-41
TRAFFIC HANDLING PLANS
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY(12')12'12'
TCE R/W
(11')(13')(11')(12')STAGE CONSTRUCTION NOTES THIS SHEET:
2
NOTE:12'R/WR/WR/WR/W2
(12')SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
(12')(12')
(12')(12')
(12')12'12'
(12')(12')(12')(12')(12')(12')(12')12'12'12'12'12'12'18'(12')
(12')
(12')
(12')
(12')
(12')
1
2'
1
2'
1
2'
1
2'12'
12'
12'
12'12'12'12'12'Var12'STAGE 5 DAY TIME
F
FF
F
289
F
2
F
F
"WB2" LINE
"EB2
" L
INE
24TH StOAK St"OAK-2" LINEOLIVE St"OAK-1" LINE
OAK St"OAK-1" LINEOAK St
PP
pPOOLCONC
P
P
P
P
P
P
PPP
P
P P
PP
P P PP
P
P
ASPHCONC
CONCCONC
CONC
POOL
CONC
CONCCONC
POOLASPHCONC
CONCCONC
CONC
ASPHELM STBEECH STASPHMYRTLE STSPRUCE STP
ASPHASPH
P
P
P
P
P
P
PPP
P
PP
PP
C
O
NC
POOLCONCC
ONC
ASPHPOOLS POOLPOOL CONCP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLP
O
OL
POOLPOO LPOOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOLSTOPKCSTOPSTOPSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:18:59 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma042.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6KCKCSTOPSTOPSTOPSTOP
R/W
R/W
R/W
SCALE: 1" = 50'
SC-42
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE "WB2" Sta 322+50SEE SHEET SC-41SEE SHEET SC-43MATCH LINE "B" Sta 336+50R/W
12'
12'
12'
12'
NOTE:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
STAGE 5 DAY TIME(20')(20')(20')(20')12'
12'
(12')
(12')
(12')
(12')
(12')
(12')
12'
(12')
(12')
(12')
12'
F
290
F
24TH StCarrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StELM St"EB2" LINE
"B" LINE
BEECH St"WB2" LINE
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STP
P
P
P POOLDENSE TREES
ASPHP
PP
PPP P
PP
P
P
P
CONC
CONC
ASPHASPHPOOLCONCCONC
DENSE TREES
ASPHPOOLPOOLPOOLSDENSE TREESASPHDENSE TREESASPHCONC
CONC
CONC ASPHCEDAR STASPHCONCPINE STCONC POOL POOLALDER STPOOL
STOPSTOPSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:00 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma043.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
7
340
345
7 8 9 1 2 3 4 6
4STOPSTOPSTOPR/W
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-43MATCH LINE "B" Sta 336+50SEE SHEET SC-42SEE SHEET SC-44MATCH LINE "24TH" Sta 347+50R/W
12'
12'
12'
12'
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTES:
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
STAGE 5 DAY TIME
(12')
(12')
(12')
12'
12'
(12
')
(12
')
(12
')
F
291
F
24TH StPINE StCEDAR StALDER StPINE StCEDAR StA St"B" LINE
"23RD" LINE
"24TH" LINE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:01 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma044.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
P
PP
PP
P
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
P
P
P
PP
CONC
CONC
P
P
P
P
P
P
P
P
P
PP P P
P
P ASPHASPHASPHASPH
ASPHASPH ASPHASPH
ASPH
ASPHASPH
CONC
CONCASPH
CONC
ASPHASPH
ASPH
CONC
ASPHD STE STPP
P
ASPH
ASPHSTOPSTOPSTOPSTOP
STOP
ASPHSTOP350
355
8
9
1 2 3 4
3
4
5
3
5
0
35567
8
9
12
3 4 6 7 8 9STOPSTOPSTOPASPHASPHASPHASPH
FP
ASPH ASPHPP ASPHASPH
CONCSTOPSTOPSTOPSTOP
STOP
STOP
360
6 7 8 9
R/W
R/W
R/W
R/W
R/WSCALE: 1" = 50'MATCH LINE "24TH" Sta 347+50SEE SHEET SC-43SC-44
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
(11')
R/W
12'
12'
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTE:
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
12'
12'
12'(20')12'
(12')
(12')
(11')
12'
11'
11'
F
F NIGHT TIMEDAY TIMENIGHT TIMESEE SHEET SC-45MATCH LINE "23RD" Sta 359+85STAGE 5 DAY & NIGHT TIME DAY TIME12'
F
R/W
R/W SEE SHEET SC-45MATCH LINE "24TH" Sta 360+50292
24TH St
23RD St
"24TH" LINE
"23RD" LINEBAY StB StC StD StE StC StENCINA StDRAKE StNIGHT TIME
DAY TIME
ASPHPPPP
ASPH
ASPH
P
P
P PP P P PP P P
PP
P
P
PP
CONC ASPHASPHASPHASPH
FP ASPHCONCASPH
CONC
CONC
ASPH
ASPH
ASPHASPHP
P
P
P
P
PPP
P
FPP P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPHASPH
ASPH
ASPHCONC
CONC
ASPH
ASPH
ASPH
CONCASP
HASPH
ASPH
ASPHH STSTOPSTOP STOPSTOP
P
PP
PP
P
P
P
PP
P
PP
PP
P
P
P
P
P
ASPHASPHASPH
CONC
ASPH ASPHASPH
ASPH
P
P
P
P
P
P
PPP
P
P
ASPH ASPHASPH
CONC
ASPHASPH CONCCONCASPH
CONC
ASPH
ASPHASPH EYE STASPHASPHH STG STF STASPH
STOPSTOPx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:03 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma045.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
1 2 3 4 6 7 8 9 1 2STOPSTOPSTOP
STOP
24TH St"24TH" LINE G StH StF StG StEYE StR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'MATCH LINE "24TH" Sta 360+50SEE SHEET SC-44SEE SHEET SC-46MATCH LINE "24TH" Sta 374+50SEE SHEET SC-46MATCH LINE "23RD" Sta 372+50SC-45
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDH St
EYE St"23RD" LINE
F StAPPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
NOTE:(14')(12')(12')(14')(12')(12')(10')(12')(12')(19')(19')(19')(12')(17')(22')(22')(12')(12')(12')(12')(18')(11')(11')(11')(11')(11')(11')(17')(22')(22')(22')(22')23RD St
STAGE 5 NIGHT TIME
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, MATCH LINE "23RD" Sta 359+85SEE SHEET SC-44DAY TIME(12')
(11')
(11')
(12')
(12')
(11')
(11')
(12')
12'
11'
11'
12'
12'
11'
11'
12'
F
293
ASPHASPHASPHASPH
CONCCONC
CONC ASPHASPHP
P
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
PPP
P
P
P
PP
P ASPHCONC
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOL
CONC
ASPH
FP
ASPH
ASPHCONC
CONCASPHASPH
CONCASPH
ASPH ASPHCONC
CONCASPHASPH
CONCCONCASPH
CONC
ASPH
CONCASPH
ASPHASPH ASPH
ASPHASP
HASPHASPHASPHASPHASPHASPH L STPPPPP
CONC
FP
ASPHCONCASPHASPH
ASPH CONCA
SPHASPHP
P
PP
PP
P
PP
P
P
P
P
P
P
PP
P
PPFP
P
P
PP P
P PP
PP
P
P
P
P
P
P
FP
FP
FP
FP ASPHASPH
ASPH
ASPH
ASPH
ASPH
CONCCONCCONC
CONC
ASPH ASPHASPHASPHASPH
CONCASPH
CONCASPHASPH
ASPHASPH
ASPH
ASPH M STL STK STASPHCHESTER AVx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:04 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma046.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123R/W
R/W
R/W
R/W
R/W
R/W
R/W
SCALE: 1" = 50'
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
SC-46MATCH LINE "23RD" Sta 372+50SEE SHEET SC-45MATCH LINE "24TH" Sta 374+50SEE SHEET SC-45SEE SHEET SC-47"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION
R/W
NOTE:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY(11')(11')(14')(13')(10')(16')(15')(10')(15')(10')(22')(22')(20')(12')(19')(30')(19')(11')(20')(12')(12')(12')(11')(10')(11')(11')(20')(11')(10')(10')(16')(20')(11')(20')(20')(11')(9')SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
F
F
12'
11'
11'
12'12'12'10'12'11'(20')12
'11
'11
'12
'11
'12'12'10'12'11'(12')
(11')
(11')
(12')
(12')
(11')
(11')
(12')
STAGE 5 NIGHT TIME
0294
L StK StL StM StCHESTER AveCHESTER Ave"24TH" LINE
23RD St
24TH St
K StM St"23RD" LINE
CLOSURES ONLY, USE Std PLAN T11.
COLD PLANE AND HMA OVERLAY. OVERNIGHT LANE
P ASPHA
SPH
ASPHASPH
ASPHPP
P
ASPH
ASPHTRAILER
ASPH
CONCCONC
P
P
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH ASPHASPH
ASPHASPHASPHASPHASPH
TRAILER
ASPH
CONC
ASPHASPH
A
SPH
ASPH
ASPH
ASPHASPHCONCCONC
ASPHCONC
24TH STN STQ STASPHP
P ASPHASPH
P
P
PP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
23RD ST
ASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:05 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxma047.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
LLLLSASASASANTTNTNTN400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
R
/W
R
/
W
R
/W
R/W
R/W
SCALE: 1" = 50'
SC-47
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET SC-46NOTE:
(12')
(12')
(12')(12')(12')(12')(12')
(12')
(18')(18')(14')APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
STAGE CONSTRUCTION NOTE THIS SHEET:
2SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
STAGE 5 NIGHT TIME12'12'12'12'15'
(12')
(12')
(12')
(Var)(18')
(Var)
F1
295
WB ROUTE 178
EB ROUTE 178
"W
178"
L
IN
E
"E178" LINEN StO St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
N StO StP StO St
P
ASPHASPHASPHASPH
24TH ST
B STASPHC STx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:06 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxmb001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
320
325
3307
89
1 2 3
4
6
7
8 9 1
320 325
3307
89
1
2 3 4
6
7
8
9
1
350
8
91 2 3 4
3
45
67
P
P
PP
P
P
P
P
P P
P
P
P
P
P
PP
P
pPOOLCONCPOOLASPH
ASPHASPHASPH
ASPH ASPHASPHASPHASPHASPH
ASPH
P
P
CONC POOLASPHASPHCONC24TH ST
ELM STASPHASPHBEECH STASPHMYRTLE STP
BC
Beg Temp Pvmt
BC
END Temp Pvmt
EC
ANGLE POINT
PRC
PRC
PCC
21.94' Rt "EB2" +59.22
16.28' Rt "EB2" +80.44
6.52' Rt "EB2" +98.25
24.86' Rt "EB2" +03.10
35.57' Rt "EB2" +81.99
No.#R
CURVE DATA
T L
1
2
3
SCD-1
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
TRAFFIC HANDLING DETAILS
STAGE CONSTRUCTION AND
SCALE: 1" = 50'SCD-1
TRAFFIC HANDLING DETAILS
STAGE CONSTRUCTION AND
BC
Beg Temp Pvmt
EC
END Temp Pvmt
PRC
5.79' Rt "24TH" +34.20
15' Rt "24TH" +88.46
28.97' Rt "24TH" +05.37
6
4
SAWCUT AND CONFORM
SAWCUT AND CONFORM
B
B
A
A
SECTION A-A
OG
Var
NO SCALE
EP
Exist
1' HMA (TYPE A)
Temp Pvmt
AND CONFORM
SAWCUT
1'2'
FLATTER
4:1 ORSLOPE
Exist
MATCH
SLOPE
Exist
FG
SECTION B-B
OG
Var
NO SCALE
1' HMA (TYPE A)
Temp Pvmt
AND CONFORM
SAWCUT
1'2'
FLATTER
4:1 OR
SLOPE
Exist
FG
Gtr LIP
Exist
SLOPE
Exist
MATCH
MEDIAN
REMOVE Exist
STAGE 1 DAY TIME
50.65' Rt "EB2" +86.85
296
1 224.08'112.21'
2 142.90'
1,682.00'
3
578.00'71.82'
4
118.08'451.00'
29.13'
59.38'
422.00'55.55'"E
B
2"
L
IN
E"WB
2
" L
IN
E
"24
TH
"
L
IN
E
"23RD" LI
NE24TH St
OAK St24TH St
23RD St OLIVE StELM StBEECH St253.63'506.58'
5
3,996.00'
ASPHPP
P
P
P
P
P P
P
P
P
P
P
PP
P
pPOOLCONCPOOLASPHASPHASPH
ASPH ASPHASPHASPHASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:08 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxmb002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
320
325789
1 2 3
4
6
320 325789
1
2 3 4
6
7
350
7
8
9
34
5
4
67
SECTION C-C
SCD-2
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
TRAFFIC HANDLING DETAILS
STAGE CONSTRUCTION AND
SCALE: 1" = 50'
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
TRAFFIC HANDLING DETAILS
STAGE CONSTRUCTION AND
NO SCALE
Beg Temp Pvmt
"EB2" +27
EC
END Temp Pvmt
25' Lt "EB2" +38.72
BC
6
No.#R
CURVE DATA
T L
25' Lt "EB2" +80.58
CONFORM
SAWCUT AND
C
C D
D
10'
AND CONFORM
SAWCUT
EP
Exist
1' HMA (TYPE A)
Temp Pvmt
FG OG
AND CONFORM
SAWCUT
MEDIAN
REMOVE Exist
2%-5%
Var
SECTION D-D
NO SCALE
Var
AND CONFORM
SAWCUT
EP
Exist
1' HMA (TYPE A)
Temp Pvmt
FG OG
AND CONFORM
SAWCUT
MEDIAN
REMOVE Exist
2%-5%
Var
1.5'-10'
BC
Beg Temp Pvmt
18.50' Rt "23RD" +90.18
EC
END Temp Pvmt
18.50' Rt "23RD" +15.05
7
CONFORM
SAWCUT AND
E
E
SECTION E-E
NO SCALE
Gtr LIP
Exist
Var1'
AND CONFORM
SAWCUT
FG
1' HMA (TYPE A)
Temp Pvmt
SLOPE
Exist
SLOPE
Exist
MATCH
OG
CURB & GUTTER
REMOVE Exist
STAGE 2 AND 3 DAY TIME
297
6 139.68'1,605.00 69.88'"W
B
2" LIN
E"EB2" LI
N
E24TH St
OAK StELM StOLIVE St7 581.50'12.05'24.10'
"24TH" S
t
"23RD" S
t
24TH St
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:09 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxmc001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
FEDERAL CALIFORNIA
SIGN MESSAGE AND SIZE
No. OF POSTSSIGN CODE
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
SIZE
PANEL
EA
BARRICADE
ON TYPE III
SIGNS MOUNTED
EA
BARRICADE
ON TYPE II
SIGNS MOUNTED
No.
SHEET
No.
STAGE
SCQ-1
30"x 30"
QUANTITIES
AND TRAFFIC HANDLING
STAGE CONSTRUCTION
SIGNS
No. OF
1 DAY
SC-7
C30 LANE CLOSED 3
C27 36"x 36"OPEN TRENCH 1
R4-7 24"x 30"KEEP RIGHT 1
SC-8 1LANE CLOSED30"x 30"C30
R9-9 30"x 18"SIDEWALK CLOSED 2
R11-2 48"x 30"ROAD CLOSED 1
C27 36"x 36"OPEN TRENCH 2
SC-10
1 NIGHT
R4-7 24"x 30"KEEP RIGHT 2
24"x 30"R4-8 KEEP LEFT 1
C27 36"x 36"OPEN TRENCH 3
R3-7R "x "RIGHT LANE MUST TURN RIGHT 1-48 48 2
W74 Lt 48"x 48"THRU TRAFFIC MERGE LEFT 1-6" x 6"1
R4-7 24"x 30"KEEP RIGHT 4
SC-11
C27 36"x 36"OPEN TRENCH 4
SC-12
R4-7 24"x 30"KEEP RIGHT 3
C27 36"x 36"OPEN TRENCH 3
SC-13
R4-7 24"x 30"KEEP RIGHT 1
C30 30"x 30"LANE CLOSED 1
2 DAY
SC-14
"x "48 48 1-1W20-5R RIGHT LANE CLOSED AHEAD 6" x 6"
11-4" x 6""x "30 30R1-2 YIELD
SC-15
C31A 36"x 36"NO SHOULDER 3C31A36"x 36"NO SHOULDER
C27 36"x 36"OPEN TRENCH 2
R9-10 24"x 12"SIDEWALK CLOSED USE OTHER SIDE 1
R11-2 48"x 30"ROAD CLOSED 2
C31A 36"x 36"36"x 36"NO SHOULDER 1
C27 36"x 36"OPEN TRENCH 2
C30 30"x 30"LANE CLOSED 1
SC-17
SC-18 R11-2 48"x 30"ROAD CLOSED 6
6ROAD CLOSED48"x 30"R11-2
C27 36"x 36"OPEN TRENCH 4
W1-8L 18"x 24"CHEVRON ALIGNMENT 1-4" x 4"3
24"x 30"KEEP RIGHT 2
24"x 30"KEEP RIGHT 1
2 NIGHT
"x "48 48 1-2
4" x 6"
R3-7L LEFT LANE MUST TURN LEFT 4" x 6"
24"x 30"KEEP RIGHT 1 4
C27 36"x 36"OPEN TRENCH 4
48"x 48"1-6" x 6"1W74 Rt THRU TRAFFIC MERGE RIGHT
SC-19
C30 30"x 30"LANE CLOSED 1
24"x 30"KEEP RIGHT 3
C27 36"x 36"OPEN TRENCH 3
SC-20
SC-21
C27 36"x 36"OPEN TRENCH 3
R4-7 24"x 30"KEEP RIGHT 1
R11-2 48"x 30"ROAD CLOSED 1
C27 36"x 36"OPEN TRENCH 2
"x "1-4" x 4"1W4-2L 30 30 LANE ENDS, MERGE LEFT
SC-22
SC-23
C27 36"x 36"OPEN TRENCH 4
R4-7 24"x 30"KEEP RIGHT 3
R3-7R "x "48 48 1-4" x 6"2RIGHT LANE MUST TURN RIGHT
W74 Rt 48"x 48"THRU TRAFFIC MERGE LEFT 1-6" x 6"1
C27 36"x 36"OPEN TRENCH 3
SC-24
R3-7R "x "48 48 RIGHT LANE MUST TURN RIGHT 21-4" x 6"
C30 30"x 30"LANE CLOSED 1
SC-26
C30 30"x 30"LANE CLOSED 3
R3-2 "x "24 24 LEFT TURN PROHIBITION 2
R11-2 48"x 30"ROAD CLOSED
1
48"x "M4-10R 18 RIGHT ARROW DETOUR
"x "R3-2 24 24 LEFT TURN PROHIBITION 1
C27 36"x 36"OPEN TRENCH
SC-27
SC-28
3 DAY
3 NIGHT
1
R4-8
R4-8
R4-8
R4-8
W9-1L x ""48 48 LEFT LANE ENDS 1-4" x 6"1
W9-1L 48"x 48"LEFT LANE ENDS 1 4" x 6"-1
298
SC-9
R3-2 LEFT TURN PROHIBITION24x24""1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:10 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxmc002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE
FEDERAL CALIFORNIA
SIGN MESSAGE AND SIZE
No. OF POSTSSIGN CODE
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
SIZE
PANEL
EA
BARRICADE
ON TYPE III
SIGNS MOUNTED
EA
BARRICADE
ON TYPE II
SIGNS MOUNTED
No.
SHEET
No.
STAGE
SCQ-2
QUANTITIES
AND TRAFFIC HANDLING
STAGE CONSTRUCTION
SIGNS
No. OF
C27
C27
R4-8
SC-29
24"x 30"
36"x 36"
36"x 36"
KEEP LEFT
OPEN TRENCH
OPEN TRENCH
4
4
1SC-28
3 NIGHT C27 36"x 36"OPEN TRENCH 3
24"x 30"KEEP RIGHT 3
R11-2 48"x 30"ROAD CLOSED
1
"x 24"W1-6L 48 LEFT DIRECTION LARGE ARROW
R11-2 48"x 30"ROAD CLOSED
R11-2 48"x 30"ROAD CLOSED
2
5
"x "1-4" x 4"1W4-2L 30 30 LANE ENDS, MERGE LEFT
48"x "48 1-14" x 6"
C27 36"x 36"OPEN TRENCH 1
SC-34 C30 30"x 30"LANE CLOSED 1
SC-30
SC-31
R3-7R "x "48 48 RIGHT LANE MUST TURN RIGHT 1-4" x 6"1
C27 36"x 36"OPEN TRENCH 1
R4-7 24"x 30"KEEP RIGHT 1
R4-7 24"x 30"KEEP RIGHT 4
C27 36"x 36"OPEN TRENCH 4
R4-7 24"x 30"KEEP RIGHT 4
C27 36"x 36"OPEN TRENCH 4
SC-36
SC-37
SC-38
4 DAY
4 NIGHT
R3-7R "x "48 48 RIGHT LANE MUST TURN RIGHT -4" x 6"11
48"x 48"1-6" x 6"1W73A Rt RIGHT LANE TURNS RIGHT AHEAD
W74 Lt 48"x 48"THRU TRAFFIC MERGE LEFT 1-6" x 6"1
W4-2L "x "30 30 LANE ENDS, MERGE LEFT 1-4" x 4"1
W9-1L 48"x "48 1-4" x 6"1
SC-39
R4-8
W9-1 RIGHT LANE ENDS
LEFT LANE ENDS
299
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:11 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxmc003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE SCQ-3
QUANTITIES
AND TRAFFIC HANDLING
STAGE CONSTRUCTION
TEMPORARY PAVEMENT DELINEATION QUANTITIES
STAGE No.
SHEET
TEMPORARY TRAFFIC STRIPE (PAINT)
6"DETAIL 27BSOLID WHITEDETAIL 9(17-7)BROKEN WHITEDETAIL 40(6-1)BROKEN WHITEDETAIL 39SOLID WHITELF LF LF LF LF LF LF LF EA EA EA
852
161
SC-10
SC-11 951
SC-12
SC-13
SC-14
SC-15
SC-17
SC-18
SC-19
SC-19
SC-20
SC-21
SC-22 800
SC-23
SC-24
SC-26
SC-27
SC-28
SC-28
SC-29
SC-30
SC-31
SC-32
SC-33
SC-34
SC-35
SC-36
SC-36
SC-37
SC-38
SC-39
SUBTOTAL 19,926 24,724 279 425
TOTAL TYPE DTYPE GTYPE H 1,766
5,112
SC-7
SC-81 DAY
1 NIGHT
2 DAY
2 NIGHT
3 DAY
3 NIGHT
4 DAY
4 NIGHT DETAIL 25 AND 25ASOLID YELLOW1,235
240
400
567
1
1,674
1,656
2,344
1,194
1,634
1
1,165
355
524
802
363
955
1,109
94,593AND 29DETAIL 21, 22 YELLOWSOLID DOUBLE 603
1,884
1,286
159
6
17
1,092
16
49
12 DETAIL 37B(12-3)BROKEN WHITE8"
LFLFAND 38DETAIL 36, 36A SOLID WHITE DETAIL 1(17-7)BROKEN YELLOW 255
180
571
1,050
105
1,421
1,052
1,854
1,101
1,044
962
1,232
1,886
103
323
353
1,069
976
1,104
1,730
1,414
1,187
827
1,068
827
47
428
170
1,526
951
244
1,635
1,142
2,595
2,191
1,714
379
997
1,173
805
1,672
1,141
2,343
1,194
1,652
353
1,069
979
1,435
358
1,408
1,187
363
1,084
958
1,473
38,269
67
496
118
681
462
135
56
653 DETAIL 39ASOLID WHITE (8-4)23
23
26
264
517
18
634
395
517
42
10
175
91
1
90
571
2
59
3,768
78
75
178
244
204
1,390
35 51
94
92
10
46
2
16
20
32
32
6
35
71
46
36
37
23
17
36
47
69
25
35
8
23
21
34
32
30
25
67
23
21
47
999
18
4
26
20
5
9
12
1
17
35
35
49
25
35
1
25
8
11
17
8
20
24 MARKING (PAINT)PAVEMENTTEMPORARY 15
45
54
54
198
75
144
30
54
804
870
141
939
15
56
54
108
330
282
54
249
370
330
522
6,020
6,020
STAGE No.
SHEET
LF
644
SC-10
SC-11 392
SC-12 388
SC-13
SC-14
SC-15
SC-17
SC-18
SC-19
SC-19
SC-20
SC-21
SC-22 490
SC-23
SC-26
SC-27
SC-28
SC-29
SC-30
SC-31
SC-32
SC-33
SC-34
SC-35
SC-36
SC-37
SC-39
10,373
SC-7
SC-81 DAY
1 NIGHT
2 DAY
2 NIGHT
3 DAY
3 NIGHT
4 DAY
4 NIGHT
594
209
188
1,486TRAFFIC STRIPEREMOVE THERMOPLASTIC PAVEMENT MARKINGREMOVE THERMOPLASTIC LF PAVEMENT MARKINGREMOVE PAINTEDEATRAFFIC STRIPEREMOVE PAINTEDPAVEMENT MARKERREMOVE SC-40
SC-41
SC-42
SC-43
SC-44
SC-45
SC-46
SC-47
5 DAY
5 NIGHT
1,203
1,595
1,055
12
246
3,096
2,869
7,833
4,672
2,826
3,365
126476126
225
300
878
84
84
438
234
90
90
15
462
563
1,010
30
1,200
1,197
89
195
1,766
2,189
2,799
1,401
1,361
1,665
2,966
2,336
SC-44
1,566
513
1,531
2,766
30
126
628
995
54
68
282
178
413
469
267
13
34
32
84
33
21
28
14
52
20
46
18
35
65
123
108
33
16
29
121
80
17
22
5
56
59
62
46
84
16
46
44
70
3,026 53,269 5,285 1,990
DELINEATION QUANTITIES
REMOVE PAVEMENT
943 943 20 20 108
300
PAVEMENT MARKER
TOTAL
LF
328
108
1,059
14
133
1,605
148
328
878
108
4,709
518
91
1,032
560
689
141
690
491
176
121
146
201
111
SQFTSQFT
SC-9
SC-10 178 33
35
1,030
223
2,484
97
97
239
256
36
8 119
SQFT (HAZARDOUS WASTE)TRAFFIC STRIPE THERMOPLASTIC REMOVE YELLOW
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>9:19:11 AM7/30/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>CDiaz1
DGN FILE =>06xxxxxxxxmc004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
NO SCALE SCQ-4
QUANTITIES
AND TRAFFIC HANDLING
STAGE CONSTRUCTION (SURFACE MOUNTED)CHANNELIZERTYPE III BARRICADE(TYPE K)TEMPORARY RAILINGFLASHING ARROW SIGN360
7
5,780 3 55
STAGE No.
SHEET STATION LIMITS (TYPE A)
ASPHALT
HOT MIX
TON
SCD-1
SCD-1
TOTALARRAY TS11CUSHION MODULETEMPORARY CRASH2,356
1,180
360
44
CONSTRUCTION QUANTITIES
TEMPORARY STAGE
SCD-2
SCD-2
1 DAY
2 DAY
3 DAY
"EB2" 80+59.22 TO "EB2" 329+86.80
"24TH" 350+34.20 TO "24TH" 351+05.37
"23RD" 344+90.18 TO "23RD" 345+15.05
"EB2" 318+27 TO "EB2" 323+80.58
1,461
140
361
9
STAGE No.
SHEET
EA
SC-10
SC-11
SC-12
SC-13
SC-14
SC-15
SC-17
SC-18
SC-19
SC-20
SC-21
SC-22
SC-23
SC-26
SC-27
SC-28
SC-28
SC-29
SC-30
SC-31
SC-33
SC-34
SC-35
SC-36
SC-7
SC-8
1 DAY
1 NIGHT
2 DAY
2 NIGHT
3 DAY
3 NIGHT
4 DAY
4 NIGHT
EA LF EA EA
SC-36
SC-37
SC-38
SC-39
SC-24
65
26
17
84
26
110
88
32
69
118
TOTAL
88
82
64
105
107
91
146
106
105
34
105
89
58
74
38
90
105
56
37
83
58
3
2
6
3
13
7
760
900
800
320
1,100
1
1
1
11
11
11
11
11
301
SC-9
3
1,971*
*QUANTITY INCLUDED IN PAVEMENT STRUCTURE QUANTITIES.
STRUCTURE QUANTITIES
TEMPORARY PAVEMENT
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
IRVINE, CA 92618
SUITE 350
20 PACIFICA
T.Y. LIN INTERNATIONAL
ERIC JOHNSON
C69305
06/30/18
KAREN CHAPMAN0.2/R1.9178
ALBERT PANCHRISTINA DIAZ477
04/06/2018
07/27/2018
SUMMARY OF QUANTITIES
LOCATIONSTATIONSHEET No.
L-9
L-11
"WBL" 312+82 TO "WB2" 315+50
L-10
"WB2" 315+50 TO "WB2" 322+50
"OAK-1" 259+50 TO "OAK-1" 265+00
L-12
L-13
"24TH" 347+50 TO "24TH" 360+50
"24TH" 347+50 TO "24TH" 360+50
L-14
"24TH" 360+50 TO "24TH" 374+50
L-15
"24TH" 360+50 TO "24TH" 374+50
"23RD" 358+50 TO "23RD" 372+50
"23RD" 358+50 TO "23RD" 372+50
"24TH" 374+50 TO "W178" 396+09.45
"24TH" 374+50 TO "W178" 396+09.45
"23RD" 372+50 TO "E178" 395+34.02
"23RD" 372+50 TO "E178" 395+34.02
L-16 "E178" 395+34.02 TO "E178" 405+50
Lt
Lt
Rt
Rt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
TOTAL 28,727
REMOVE ASPHALT CONCRETE PAVEMENT QUANTITIES
890
10,424
242
3,110
194
224
282
4,348
1,198
1,595
1,190
1,876
1,506
898
1,309
122
SQFT LOCATIONSTATIONSHEET No.
L-9
L-11
"WBL" 312+82 TO "WB2" 315+50
L-10
"WB2" 315+50 TO "OAK" 259+50
L-16
"W178" 396+09.45 TO "W178" 405+50
Lt
Rt
Rt
TOTAL 2,239
306
200
607
REMOVE ASPHALT CONCRETE DIKE QUANTITIES
"WB2" 315+50 TO "OAK" 259+50
"E178" 395+34.02 TO "E178" 405+50 Lt 449
"E178" 395+34.02 TO "E178" 405+50 479
Rt
Rt
Rt
LF
21
177
LOCATIONSTATIONSHEET No.
L-11 Lt
LF
TOTAL
REMOVE RETAINING WALL QUANTITIES
76
76
LOCATIONSTATIONSHEET No.
L-11 Lt
LF
TOTAL
REMOVE SOUND WALL QUANTITIES
142
142
LOCATIONSTATIONSHEET No.
L-10 Lt
LF
361
REMOVE CHAIN LINK FENCE QUANTITIES
L-10 Lt 242
L-11 Rt 507
L-16 Rt 223
TOTAL
"OAK-1" 315+50 TO "WB2" 322+50
"OAK" 259+50 TO "OAK" 265+00
"E178" 395+34.02 TO "E178" 405+50
1,333
LOCATIONSTATIONSHEET No.
L-9 Lt
EA
L-10 Lt
L-13 Lt
TOTAL
"WB2" 315+50 TO "WB2" 322+50
REMOVE BOLLARD QUANTITIES
"WBL" 312+82 TO "WB2" 315+50
"24TH" 347+50 TO 360+50
6
40
6
52
LOCATIONSTATIONSHEET No.
L-11 Rt
EA
L-12 Rt
TOTAL
20
31
51
REMOVE CHANNELIZERS QUANTITIES
"OAK-1" 259+50 TO "OAK-1" 265+00 MEDIAN 1,686
"24TH" 347+50 TO "24TH" 360+50 MEDIAN 1,3092
361
Q-1
"WB2" 320+50 TO "B" 336+50
"B" 336+50 TO "24TH" 347+50
"WB2" 320+50 TO "B" 336+50
"WB2" 320+50 TO "B" 336+50
"WB2" 320+50 TO "B" 336+50
"WB2" 320+50 TO "B" 336+50
"WB2" 320+50 TO "B" 336+50
"B" 336+50 TO "24TH" 347+50
4,235
2,248
31,906
REVISION DATE DESCRIPTION
06/12/201 REVISED REMOVAL LIMITS
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
1
1
10/01/21
F-301DECOMPOSED GRANITE (DG)NAMELOCATIONDIMENSIONSDGMOW CURBLINEBEG. STATIONOFFSETEND STATIONOFFSETWIDTH (FT)LENGTH (FT)MONUMENT LOCATION CHARTMONUMENTEND POINTS (EP)HIGHPOINT (HP)EP#1EP#2EP#3HPSTA:OFFSET (LF)STA:OFFSET (FL)STA:OFFSET (LF):STA:OFFSET (LF)ELEMONUMENT QUANTITY TABLEMONUMENTBASECONCRETEWIRE MESHCOBBLESTONE(CY)(CY)(CY)(SF)(SF)REVISIONDATEDESCRIPTION
REVISIONDATEDESCRIPTION
X-2X-1REVISIONDATEDESCRIPTION
W-1W-2W-3W-4W-5A-1A-2A-3A-4A-5REVISIONDATEDESCRIPTION
B-1B-2C-1C-2
D-1D-2E-1E-2F-301F-301
F-1F-2G-1
E-6E-7E-8E-11E-10E-9G-1H-1H-2H-3H-4H-5H-6SIGN 1SIGN 2
4LLD-14LLD-1ROCK BLANKET LAYOUTROCK BLANKET - SECTIONCHAIN LINK RAILING - POSTCHAIN LINK RAILING
DECOMPOSED GRANITE - LOCATION A & HDECOMPOSED GRANITE PLANTINGBAKERSFIELDSTEEL SIGN DIMENSIONSSTEEL SIGN - SECTIONBASTEEL SIGN - MOUNTING BRACKETREVISIONDATEDESCRIPTION
PLANT SCHEDULEMULCH SCHEDULEPLANTING NOTESGENERAL LANDSCAPE NOTES (CITY OF BAKERSFIELD):REVISIONDATEDESCRIPTION
GENERAL PROJECT NOTES (CITY OF BAKERSFIELD):GENERAL RECORD DRAWING NOTE (CITY OF BAKERSFIELD):MAINTENANCE PERIOD (CITY OF BAKERSFIELD):
REVISIONDATEDESCRIPTION
REVISIONDATEDESCRIPTION
REVISIONDATEDESCRIPTION
X-2X-1REVISIONDATEDESCRIPTION
W-1W-2W-3W-4W-5A-1A-2A-3A-4A-5REVISIONDATEDESCRIPTION
B-1B-2C-1C-2
D-1D-2E-1E-2F-301F-301
F-1F-2G-1
E-6E-7E-8E-11E-10E-9G-1H-1H-2H-3H-4H-5H-6SIGN 1SIGN 2
GENERAL IRRIGATION NOTESIRRIGATION NOTESGENERAL IRRIGATION NOTES (CITY OF BAKERSFIELD):REVISIONDATEDESCRIPTION
CRITICAL ANALYSISREVISIONDATEDESCRIPTION
1"2"1"1"1"1"1"1"EXISTING IRRIGATION LEGENDREVISIONDATEDESCRIPTION
1"1"1"1"1"112"1"EXISTING IRRIGATION LEGENDREVISIONDATEDESCRIPTION
1"1"2"1"1"REVISIONDATEDESCRIPTION
X-2X-11"1"1"1"1"REVISIONDATEDESCRIPTION
W-1W-2W-3W-4W-5A-1A-2A-3A-4A-51"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"REVISIONDATEDESCRIPTION
B-1B-2C-1C-21"1"1"1"1"1"1"1"112"1"1"1"1"1"1"1"1"1"1"
D-1D-2E-1E-2F-301F-3011"1"1"1"1"1"1"1"1"1"
F-1F-2G-11"1"1"1"1"112"1"1"1"1"1"1"1"1"1"1"1"1"
E-6E-7E-8E-11E-10E-9G-1H-1H-2H-3H-4H-5H-6SIGN 1SIGN 21"1"1"1"1"1"1"1"1"1"1"1"
1"1"
DRIP-LINE RISER DETAIL6DRIPLINE MANIFOLD LAYOUT7DRIP ZONE VALVE12345678910111213141516171819123456789101112131415161718198FLUSH VALVE - MANUAL 9REVISIONDATEDESCRIPTION
E-1
NO SCALE
Exist MAGNETIC DETECTOR
NEW MAGNETIC DETECTOR PG&E - PACIFIC GAS AND ELECTRIC
SI - SIGN ILLUMINATION
SYMBOLS:ABBREVIATIONS:
NOTES:
1.
2.
A MINIMUM 4' x 4' LANDING SHALL BE WITHIN 10" OF THE PEDESTRIAN PUSH BUTTON.
PEDESTRIAN PUSH BUTTONS MUST BE PLACED SO THAT THE PATH OF THE PEDESTRIAN IS UNOBSTRUCTED.
4.
3.
RAMP, BUT NO GREATER THEN 5' FROM THE CROSSWALK LINE.
OF THE CROSSWALK LINE (EXTENDED) FARTHEST FROM THE CENTER OF THE INTERSECTION AND THE SIDE OF A CURB
PEDESTRIAN PUSH BUTTONS MUST BE NO GREATER THAN 6' FROM THE EDGE OF THE CURB, SHOULDER, THE EDGE
ALL PEDESTRIAN SIGNAL HEADS MUST BE LED COUNT DOWN TYPE.
Exist LED WALL-MOUNTED LUMINAIRE
STANDARD PLAN SHEET No.
DETAIL INFORMATION
Exist CITY FIBER OPTIC SPLICE VAULT
CITY FIBER OPTIC SPLICE VAULT
ABBREVIATIONS, AND NOTES
ELECTRICAL SYMBOLS,
RRFB - RECTANGULAR RAPID FLASHING BEACON
ATC - AUTOMATIC TRAFFIC COUNTER
SMFO - SINGLE MODE FIBER OPTIC CABLE
STC - SCREENED TRANSMISSION CABLE
VCS - VEHICLE CLASSIFICATION STATION
X
X
Exist TYPE 30 ELECTROLIER, NEW Lum ON Exist LMA
Exist TYPE 15 ELECTROLIER, NEW Lum ON Exist LMA
CONDUCTOR
LINE 2
GROUND
NEUTRAL
LINE 1 BLACK
RED
WHITE
GREEN
COLOR
LIGHTING (CITY STREET) NOTES:
1.
2.REPLACE CONDUCTORS INSIDE LIGHTING STANDARD UP TO THE LUMINAIRE WHERE ANY WORK IS DONE.
3.
4.CITY LUMINAIRES MUST BE:
TYPE MANUFACTURER MODEL No.
A
B
C
D
AMERICAN ELECTRIC LIGHTING
AMERICAN ELECTRIC LIGHTING
AMERICAN ELECTRIC LIGHTING
AMERICAN ELECTRIC LIGHTING
ATBO 20BLEDE53 MVOLT R2 NL P7 PCLL RFD 196218
ATBO 20BLEDE70 MVOLT R2 NL P7 PCLL
ATBO 20BLEDE10 MVOLT R3 NL P7 PCLL
ATBO 30BLEDE10 MVOLT R3 NL P7 PCLL
CITY ELECTROLIER, X = CITY Lum TYPE
REPLACE CONDUCTORS INSIDE POLE FROM PB TO Lum
Exist TYPE 15 CITY ELECTROLIER, NEW Lum ON Exist LMA, X = CITY Lum TYPE
CITY LUMINAIRE INFORMATION
CONDUCTOR INSULATION
CONDUCTOR INSULATION COLORS FOR CITY STREET LIGHTING MUST BE:
AND ELECTRICAL (661) 326-3781.
WATTS Dr. SCHEDULE DELIVERY WITH PETER MARTIN, GENERAL SERVICES SUPERVISOR OF TRAFFIC SIGNALS
AS PART OF THIS PROJECT TO THE CITY'S POLE STORAGE AREA AT THE BAKERSFIELD AIRPARK AT UNION AVE AND
DELIVER AND UNLOAD ALL CITY STREET LIGHTING STANDARDS AND LUMINAIRES THAT ARE BEING REMOVED
PIEZO-ELECTRIC AXLE SENSOR
404
WIRELESS BROADBAND RADIO (ENCOM WIRELESS E-LITE 5.8GHz)
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:33 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
DIRT
ASPH
ASPHASPHDIRTASPHASPHFOFOFOR/W
R/W
R/W R/W
24TH St "WBL" LINE
"EBL" LINE
Kern River1
BC
OH SIGN No. 1
2 ISL SC2A
RC
RSSI
"EB2" LINE
"WB2" LINE
1
3
CC
23
4
LEGEND (THIS SHEET ONLY):
2
4
1
3
5
6
7 2
1
3
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
V
-
100 240 2 YES
YES
YES
MAIN BREAKER
40 240 2
20 120 1
LIGHTING
20 120 1 SPARE YES -
40 240 2 SPARE YES -
---6 SPACES--
SPARE
30 2 YES240SIGN ILLUMINATION LC3
CTID: 06501780009021L
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
-
-
100 240 2 YES
YES
YES
MAIN BREAKER
50 120 1 TRAFFIC SIGNAL
50 120 1
YES -20 120 1
20 120 1 YES
40 240 2 YES
--
SPARE
SPARE
-
-
-6 SPACES--
RAMP METER
RRFB
CTID: 06501780009021T
2 O
CONDUIT AND CABLE
SEE INTERCONNECTION
Exist 1•"C, 2#8 (SI), 1 SIC, ADD: 1 SICRC
SCPB WITH TAMPER RESISTANT COVER PER DETAIL "B" ON SHEET ED-1. SI CONDUCTORS IN NEW PB.
Exist 2"C, 2#8 (SI), 1 SIC, ADD: 1 SICRC
RCExist 2"C, 1 DLC (Sig), 2#8 (SI), 1 SIC, ADD: 1 SIC
RCExist 4"C, 3-12CSC (Sig),6 DLC (Sig), 1 EVUC (Sig), 2#8 (Ltg), 2#8 (SI), 1 SIC, ADD: 1 SIC
5 RCExist 4"C, 4-12CSC (Sig), 1-3CSC (Sig), 11 DLC (Sig), 1 EVUC (Sig), 2#8 (Ltg), 2#8 (SI), 1 SIC, ADD: 1 SIC
6 RCExist 2-4"C, Sig CABLES, 1 SIC, ADD: 1 SIC
7 Exist 3"C, 2#6 (RM), 2#8 (Ltg), 2#8 (SI), 2#8 (RRFB)
R/W
R/W
MODIFY SIGN ILLUMINATION SYSTEM
MODIFYING EXISTING ELECTRICAL SYSTEM
SCALE: 1" = 50'
E-2
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
Exist TYPE III-CF 120/ 240 V 1 , 3-WIRE SERVICE EQUIPMENT ENCLOSURE
Exist CONTROLLER ASSEMBLY TO REMAIN, RECONNECT NEW SIC (COORDINATE WITH PHASE 1).
WITH THE FOLLOWING BREAKERS TO REMAIN (COORDINATE WITH PHASE 1):
405
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:34 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
3
4 6 7 8 9 1 2 3 3154
305
3
4
6 8 9 1 2 3 4 315
310
DIRT
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPHASPHDIRTASPHFOFOFOSEE SHEET E-4MATCH LINE "WB2" Sta 315+50R/W
R/W R/W
24TH St "WBL" LINE
"EBL" LINE
Kern River1
1
SEE SHEET E-12
TO LOOP DETECTOR PB
2"C, 2#8 (Ltg - CITY)
SIRS
RC
AB
SEE SHEET E-11
TO Exist MAGNETIC DETECTOR PB
"EB2" LINE
"WB2" LINE
9A
RSP
ES-6A
Elev B
R/W
R/W
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
LIGHTING (CITY STREET)
SCALE: 1" = 50'
E-3
406
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:34 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
3
4 6 7 8 9 1 2 3 3154
305
3
4
6 8 9 1 2 3 4 315
310
D
ASPHASPHASPH
ASPHASPHPOOLASPHCONCASPH
ASPH
AS P HASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
STOPFOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET E-5MATCH LINE "WB2" Sta 322+50SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50
"WB2" L
INE
"EB2
" L
INE
24TH StOAK StOAK St"OAK-2" LINEOLIVE StOAK StR/WR/WR/WR/W
R/WR/WR/WMATCH LINE "OAK-1" Sta 259+50
SEE BELOW LEFT MATCH LINE "WB2" Sta 315+50SEE SHEET E-3SCALE: 1" = 50'
E-4
LIGHTING (CITY STREET)
1
SEE SHEET E-12
TO LOOP DETECTOR PB
1 1
3
3
1
LINE"OAK-1"7892654321260LINE"OAK-1"R/WR/WR/WR
/
W
2"C, 3#6 (Ltg-CITY)
Ckt A
6' LMA
"WB2" 321+00
40706Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:35 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
3206789
1 2
3206789
1
2101234D CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
pPOOL
CONC
CONC
POOL
CONC
CONCCONC
POOLASPHCONC
CONCCONC
CONC
ASPH
C
O
N
C
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCPOOLPOOLP
O
OL
POOLPOO LPOOLPOOLASPHASPHCONC
ASPHCONCCONC
CONCCONC CONCCONC
CONC
ASPH
POOLSTOPKCKCSTOPSTOPSTOPFOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET E-6MATCH LINE "B" Sta 336+5024TH StCarrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St"B" LINE
"WB2" LINE
R/W
R/W
R/W
R/W
MATCH LINE "WB2" Sta 322+50SEE SHEET E-4"EB2" LINE
LIGHTING (CITY STREET)
SCALE: 1" = 50'
E-5
1
3
1
1 Exist OH Ltg CONDUCTORS TO BE REMOVED BY OTHERS.
U 11
RS
1
2
RC
RS AB RC AB ABRC
3
AB
RC
RS
RC
3
AB RC
AB
RC
RS
4
RSRS
RC AB RC
AB
4
AB
4
RC
RS
1
3
3
3
3 3
3
3
3
3
1
2
3
1
LEGEND (THIS SHEET ONLY):
2
3
3
3
3
2
3
3
3 3 3
3
3
3
4
4
2
2 4
32"C, 3#6 (Ltg-CITY)
2"C, 2#6 (Ltg-CITY)
2"C, 2#8 (Ltg-CITY)
2"C, 3#8 (Ltg-CITY)
3
Ckt A
6' LMA
"EB2" 324+78, 78.2' Rt
Ckt A
6' LMA
"WB2" 325+91, 168.1' Lt,
Ckt A
6' LMA
"WB2" 327+71, 136.7' Lt
Ckt A
6' LMA
"EB2" 327+99, 65.7' Rt
Ckt A
6' LMA
"EB2" 331+78, 60.0' Rt Ckt B
6' LMA
"B" 334+99, 96.4' Rt
Ckt A
6' LMA
"EB2" 323+60
Ckt B
6' LMA
"WB2" 324+76
Ckt B
6' LMA
"EB2" 326+80
Ckt A
6' LMA
"EB2" 329+72
Ckt B
6' LMA
"B" 332+71
Ckt A
6' LMA
"B" 336+28
Ckt A
6' LMA
"B" 334+47
Ckt B
6' LMA
"WB2" 331+50
Ckt B
6' LMA
"WB2" 327+75
408
1
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:35 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
325
330
3
4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6DD
AAAA
DDDDDDDDDCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
POOLPOOLP
OOL
POOLPOOL
POOLPOOL
ASPHCONC
CONC
ASPHPOOLCONCCONC
ASPHPOOLPOOLPOOLSASPHASPHCONC
CONC CONC POOL
POOL
STOPSTOPSTOPFOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET E-7MATCH LINE "24TH" Sta 347+5024TH StPINE StCEDAR StALDER StPINE StCEDAR StA St"B" LINE
"23RD" LINE
"24TH" LINE
R/W
R/WR/WMATCH LINE "B" Sta 336+50SEE SHEET E-5SCALE: 1" = 50'
E-6
LIGHTING (CITY STREET)
Exist 120/240V TYPE C SERVICE ON UTILITY POLE.RS2
1
AB
2
1
CB
AB
3
RC AB RC
RS4
2
2 2
1
1
RS
RC AB RC
AB
RC
RS
AB RC AB
AB
2
RC AB
AB
1 RC
RS
RC
RS
1
O
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
V
100 240 2 YES
YES
MAIN BREAKER
WITH THE FOLLOWING BREAKERS:
TYPE III-BF 120/ 240 V 1 , 3-WIRE SERVICE EQUIPMENT ENCLOSURE
LIGHTING Ckt A
LIGHTING Ckt B YES V
1
TYPE H SERVICE 120/240V
SP, PG&E
2
3
U
U
2
R/W
3 3 3
3
3
3
3
3
1
3 3
LEGEND (THIS SHEET ONLY):
3
3
2
3
1
4 3"C, 3#2 (SERVICE)
2"C, 6#8 (Ltg-CITY)
2"C, 2#8 (Ltg-CITY)
LIGHTING Ckt C
LIGHTING Ckt D120
1
V1
1
1
20
20
120
120
2
1
20
20
120 YES
YES
V
2"C, 3#8 (Ltg-CITY)
Ckt D
6' LMA
"B" 338+44, 68.2' Rt
Ckt C
6' LMA
"B" 342+05, 68.9' Rt
Ckt D
6' LMA
"B" 345+40, 69.2' Rt
Ckt D
6' LMA
"B" 341+42
Ckt C
LMA
"B" 344+896'
Ckt A
6' LMA
"23RD" 343+55
Ckt D
6' LMA
"B" 343+12
Ckt C
6' LMA
"B" 339+71
40906Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:36 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
7
340
345
7 8 9 1 2 3 4 6
4
AAADDDDDCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHPOOLCONC
POOLPOOL CONC CONCCONCPOOLPOOL
ASPH
ASPH
ASPH
ASPH
ASPH
FP
ASPH
ASPHASPHASPH
ASPH
CONC
CONCASPH
CONC
ASPH
ASPH
CONCCONCASPHASPHSTOP STOPSTOPSTOPSTOP
STOP
STOP STOP
STOP STOPSTOPFOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:SEE SHEET E-8MATCH LINE "24TH" Sta 360+50SEE SHEET E-8MATCH LINE "23RD" Sta 358+5024TH St
23RD St
"24TH" LINE
"23
RD"
LI
NEBAY StB StC StD StE StC StDRAKE StENCINA StR/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 347+50SEE SHEET E-6SCALE: 1" = 50'
E-7
LIGHTING (CITY STREET)
U
3
2
RS
RC
RC
AB
RS
RC
AB
RC
RS AB
2
AB2
AB
RS
2
1
RC
RS
RC
2
7
SP, PG&E
TYPE H SERVICE 120/240V
4
5
1
6
3
3
RC
RS
AB
Exist 120/240V TYPE C SERVICE ON UTILITY POLE.RS3
1 O
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
V
100 240 2 YES
YES
MAIN BREAKER
WITH THE FOLLOWING BREAKERS:
TYPE III-BF 120/ 240 V 1 , 3-WIRE SERVICE EQUIPMENT ENCLOSURE
LIGHTING Ckt A
LIGHTING Ckt B YES V
1
2
3
2
1
2
1
U
4
3
U
2
4
4
5
R/W
3
3
3 3
3
3
3
37
8
PB PER PG&E REQUIREMENTS.
225W2
225W3
225X6
225X7
225X8
RC
225W5
3
RS
AB
LEGEND (THIS SHEET ONLY):
3
AB
3
3
AB
RC
RC
RS
RC
RC RC
RC
AB
RC
AB
RC
AB
AB
RCRC
RC
AB
3
4
3 3 3
AB
4
AB
RC3
3
3
3
3
3
8 3"C, PT (CONDUCTORS BY PG&E)
V
YES
YESLIGHTING Ckt D
LIGHTING Ckt E YES V
LIGHTING Ckt F YES V
20
20
120
120
1
1
LIGHTING Ckt C
2"C, 2#8 (Ltg-CITY)
2"C, 3#8 (Ltg-CITY)
2"C, 3#6 (Ltg-CITY)
2"C, 2#6 (Ltg-CITY)
2"C, 6#8, 3#6 (Ltg-CITY)
3"C, 3#2 (SERVICE)
2
Ckt D
Ckt F
Ckt E
Ckt F
Ckt CCkt C
20
20
20
20
120
120
120
120
1
1
1
1
V
6 2"C, 2#8, 3#6 (Ltg-CITY)
3
3
3 3 3
RC
3
AB
3
2
AB
2
AB
Ckt E
6' LMA
"23RD" 349+83, 59.5' Rt
Ckt B
6' LMA
"24TH" 348+19
Ckt A
6' LMA
"24TH" 351+73
Ckt B
Ckt A
6' LMA
"23RD" 346+25
Ckt C
6' LMA
"24TH" 353+00
Ckt E
6' LMA
"24TH" 352+63
Ckt F
6' LMA
"23RD" 350+55
Ckt E
6' LMA
"23RD" 353+00
Ckt D
6' LMA
"24TH" 358+73
410
U
2
Exist OH Ltg CONDUCTORS TO BE REMOVED BY OTHERS.
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:36 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
350
355
360
8
9
1 2 3 4 6 7 8 9
34
5
3
5
0
35567
8
9
12
3 4 6 7 8DDDDDDDADBDDDDDDCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
FP
ASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
FP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
CONC
ASPHCONC
CONC
ASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPHASPHH ST25TH ST
STOPSTOPSTOPSTOPSTOP
STOP
STOP
STOP SEE SHEET E-9MATCH LINE "24TH" Sta 374+50SEE SHEET E-9MATCH LINE "23RD" Sta 372+60FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
24TH St
23RD St
"24TH" LINE
"23RD" LINE G StH StF StF StG StH StEYE StEYE StR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WMATCH LINE "24TH" Sta 360+50SEE SHEET E-7MATCH LINE "23RD" Sta 358+50SEE SHEET E-7SCALE: 1" = 50'
E-8
LIGHTING (CITY STREET)
1 1 11SEE SHEET E-1
TO Exist Sig PB
1
1
1
2
1 2" C, 2#8 (Ltg)
1
AB
SEE SHEET E-18
TO Exist Sig PB
ABAB
RS
RS Exist 120/240V TYPE C SERVICE ON UTILITY POLE.1
1
1
SEE SHEET E-19
TO LOOP DETECTOR PB
1
SEE SHEET E-21
TO LOOP DETECTOR PB
1
SEE SHEET E-20
TO Exist Sig PB
SEE SHEET E-17
TO Exist LOOP DETECTOR PB
SEE SHEET E-20
TO Exist Sig PB
RC
AB
225X1
225X2
330KM
330LA
330KZ
225Y4
LEGEND (THIS SHEET ONLY):
ABRC RC AB ABAB
RC
AB
RC
AB
RC
AB
RC
1
RC AB RC
RC
AB RC
AB
RC
AB RC RC
AB
3
3 3
3
3
3
3 3 3 3
3
2 2" C, 2#8 (Ltg), 2#10 (CCTV)
PB SEE SHEET E-22
TO Exist LOOP DETECTOR
AB
1
3
RS
6' LMA
"24th" 372+54
6' LMA
"23RD" 364+24
411
U
U
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:37 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
365
370
1 2 3 4 6 7 8 9 1 2 3 4
360
365
370
9 1 2 3 4 6 7 8 9 1 2DDCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
FPASPHASPHCONC
ASPHASPH
ASPH CONC
CONC
FP
FP
FP ASPHASPH
ASPH
ASPH
FP
FP
ASPH
ASPH
ASPHASPH
ASPH
CONC
CONCCONCASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCCONCCONCASPHASPH
ASPH
CONC
ASPH
CONCCONCASPHCONC
CONC
ASPH
ASPH
CONCASPH
ASPH CONCASPHASP
HASPHASPH
ASPH
ASPH
ASPH
ASPH SEE SHEET E-10"E178" Sta 395+34.02"W178" Sta 396+09.45MATCH LINE CALTRANS PORTION FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
24TH St
23RD St
R/W
R/W
R/W
R/W
R/W
R/W
R
/W
R/WL StK StL StM StM StCHESTER AveCHESTER AveMATCH LINE "24TH" Sta 374+50SEE SHEET E-8MATCH LINE "23RD" Sta 372+60SEE SHEET E-8"24TH" LINE
"23RD" LINE
SCALE: 1" = 50'
E-9
LIGHTING (CITY STREET)
1
3
2
3
4
2
4
SEE SHEET E-23
TO Exist Sig PB
SEE SHEET E-26
TO Exist Sig PB
U
1
2
RS Exist 120/240V TYPE C SERVICE ON UTILITY POLE.1
AB
2
1
AB
SEE SHEET E-25
TO LOOP DETECTOR PB
4
2
5
E-19 AND E-21
Exist 2" C, 1-24 SMFO SEE SHEETS
5
4
4
SEE SHEET E-24
TO Exist Sig PB
330KW
330KX
330LF
330LG
LEGEND (THIS SHEET ONLY):
RC
RC
RC
BC
RC
AB
RC RC
CC
AB
RCRCAB
RC
AB
SEE SHEET E-24
TO Exist Sig PB
RC
SEE SHEET E-25
TO Sig PBK St3
3 3 3
3
3 3
3
AB
2
2 2 2
2" C, REROUTE Exist 1-24 SMFO
3
Exist 2" C, 2#8 (Ltg-CITY), 1-24 SMFO
2" C, 2#8 (Ltg-CITY), REROUTE Exist 1-24 SMFO
2" C, 2#8 (Ltg-CITY)
3
"C" LINERC
REROUTE Exist 24 SMFO CABLE TO PROPOSED CONDUIT. Exist CONDUIT.
41206Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:38 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
395 6375
380
385
6 7 8 9 1
2
3
4
6
7
375
380
3 4 6 7 8 9 1 2 3 410123 CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ASPHA
SPH
ASPHASPH
ASPHASPH
ASPHASPHASPH
ASPH ASPHASPH
ASPHASPHASPHASPH
TRAILER
ASPH
CONC
ASPHASPH
ASPH
ASPH
ASPH
ASPH N STQ STASPHSASASASALTNNTLLLTTNNFOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
WB ROUTE 178
EB ROUTE 178
"W178" LINE
"E178" LINE O StO StP StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
R
/W
R/W
R
/W
R/W
R/W
R/WMATCH LINE CITY PORTION "E178" Sta 395+34.02"W178" Sta 396+09.45SEE SHEET E-9SCALE: 1" = 50'
E-10
13
3
RS
L1.75
AB
3
4
RC
3
3
3
3
5
9
5
5
5
U
U
AB
RC
L1.78
12' LMA
"E178" 399+50
(T)
RS
AB4
RC
L1.84 RS
RC
AB
CB
SEE SHEET E-31
TO Exist Sig PB
9
5
Sig PB
TO Exist
Exist SP, PG&E
7
Exist SP, PG&E
TYPE H SERVICE 120/240V
SEE SHEET E-29
TO Exist Sig PB
10
3
Exist SI TO REMAIN
4
8
U
2
5
1
Exist SP, PG&E
TYPE H SERVICE 120/240V
3
3
3
3
3
6
AMPERES VOLTS POLES
100 240
YES
MAIN BREAKER
-
40 240 2
40
NAMEPLATE METER PEC TYPE
-
O4
70
2
120 1 TRAFFIC SIGNAL
HIGHWAY LIGHTING NO
NO
AMPERES VOLTS POLES
100 240
YES
MAIN BREAKER
-
40 240 2
12030 1
NAMEPLATE METER PEC TYPE
-
O5
70
2
120 1 TRAFFIC SIGNAL
HIGHWAY LIGHTING NO
SC
V
-YES
ENCLOSURE WITH THE FOLLOWING BREAKERS TO REMAIN:
Exist TYPE III-AF 120/240V 1 , 3-WIRE SERVICE EQUIPMENT
ENCLOSURE WITH THE FOLLOWING BREAKERS TO REMAIN:
Exist TYPE III-AF 120/240V 1 , 3-WIRE SERVICE EQUIPMENT
CTID: 06501780001.728M
INTERSECTION LIGHTING2402
IV
IV
30 120 1 YES -
40 240 2 NOSPARE
SPARE
-
1
5 Exist 1•" C, 2#8 (Ltg)
6
3 Exist 1•" C, 2#8 (Ltg), 1 SIC
Exist 1•" C, 1 SIC
7
8
9
10
2"C, 2#8 (Ltg)
Exist SI TO REMAIN
SC
9
12
--
CTID: 06501780001.726M
6
G1.732
G1.86
L1.88
L1.92
L1.71
L1.79
L1.85
L1.72
TYPE H SERVICE 120/240V
L1.74
L1.76
L1.82
L1.882
AMPERES VOLTS POLES
100 240 MAIN BREAKER
40 240 2
12030 1
NAMEPLATE METER PEC TYPE
-
O6
3
HIGHWAY LIGHTING NO IV
-SPARE YES
ENCLOSURE WITH THE FOLLOWING BREAKERS TO REMAIN:
Exist TYPE III-AF 120/240V 1 , 3-WIRE SERVICE EQUIPMENT
-
CTID: 06501780001.881M
AB
11
11
11
9
Exist 3" C, 2#4 (Sig), 2#8 (INTERSECTION Ltg)
1 PB WITH TAMPER RESISTANT COVER PER DETAIL "C" ON SHEET ED-1.
2 REPLACE Exist PB COVER WITH TAMPER RESISTANT COVER PER DETAIL "B" ON SHEET ED-1.
2
1
2
2
2
2
1
1
2
2
2
2
2
2
2
2
2
LEGEND (THIS SHEET ONLY):
ELECTRICAL SYSTEM
MODIFYING EXISTING
MODIFY LIGHTING SYSTEM
SEE SHEET E-30
TO VCS PB
2
2
2
2
2
13
Exist 3"C, 1 SIC
Exist 3"C, 2#4 (Sig), 2#8 (Ltg)
12
ADD: 2#8 (VCS)
Exist 1•" C, 2#4 (Sig), 2#8 (Ltg);
2
VCS (Exist SPARE)
4 3" C, 2#8 (Ltg)
ADD: 2#8 (VCS)
Exist 1•" C, 2#8 (Ltg), 1 SIC:
CB
3 Exist HPS Lum, INSTALL LED Lum ON Exist LMA.
3
3
3
CB SC
3
2#8 (Ltg), 2#8 (SI)
Exist 2" C, 2#4 (Sig), 2#8 (INTERSECTION Ltg),
Exist 1•" C, 2#8 (Ltg), 2#8 (SI)
Exist 1•" C, 2#8 (SI)
RS
3
LEGEND (THIS SHEET ONLY) (CONTINUED):
12' LMA
"W178" 399+47, 37.9' Rt
12' LMA
"E178" 401+30, 25.4' Rt
41306Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:38 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ASPHASPHO1
O6
O6 O8
O8 O8
O6
O5
O2
O2
O7O7O7
O 1O2
O8
AB
AB
AB
AB
AB
AB
AB
AB
AB
L
IM
IT
L
IN
E200'
T
O
LIMIT LINE200' TO LIMT LINE250' TO AB
RC
RS
RS
RC
AB
RC
AB
RCAB
AB
AB
AB
U
RC
AB
RC
RC
AB
RC
RS
RS
RC
AB
AB
AB
AB
AB
O6P
O2P
O8P O2PABABAB
AB
AB
AB AB AB
RC
RC
RC
RS
AB
RS
RC
AB AB
AB
AB AB ABAB
AB
AB
Exist 2"C, 3#2 (service)
AB
AB
AB
24TH St 8
810
719
7
7
"WB" LINE
"EB" LINE"OAK-2" LINE"OAK-1" LINEOAK StDETAIL "A"
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
O1
O5
O1
O6
O5
O2
O6
O2
P
O7
O8
O8P
O2
PO2
PO6
SCALE 1"=20'
E-11
O5
O8
O8P
AB
1
AB
AB
AB
RS
RS
1
AB
NO SCALE
DETAIL "A"
O6P
(24th St AND OAK St EQUIPMENT REMOVAL)
RS
RS
1 RR
SEE SHEET E-3
TO OH SIGN No. 3
R/W
R/W
R/W
PO6
RC
Exist 2"C, 1-48 SMFO
Exist 2"C, 1-48 SMFO
RR
Exist CCTV CAMERA TO Loc ON SHEET E-12.
Exist CCTV CABINET AS SHOWN ON SHEET E-12.
Exist SP, PG&E
TYPE H SERVICE, 120/240 V
R/W
R/W
AB
C
LEGEND (THIS SHEET ONLY):
SEE SHEET E-32
AB
(CITY STREET LOCATION 1)
SIGNAL AND LIGHTING
R/W
41406Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:39 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
1017CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
U
Exist 2"C, 3#2 (service)
24TH St 8
810
719
7
7
"WB" LINE
"EB" LINE"OAK-2" LI
NE"OAK-1" LI
NEOAK St
SCALE 1"=20'
E-12315315
9
1
(24th St AND OAK St)
O6
O6
O1
O2
O2
O5
O5
O8
O8
O8
O7O7
O7 O7
2
CC
3
O6
4
5
4
6
2"C, 9 DLC
2"C, 1 DLC
2"C, 1 DLC
LI
MT LI
NE230'
TO
7
8
10
O6P O8P
11
O7
O2P
O2P
O6P
O8P
6
6
6(E)
6
6
6
6
6
3 O52&O
3 O61&O
3 O8
3O7
O5
O 1
O6
O5
O2
O6
O2
P
O7
O8
O8P
O2
PO2
PO6
STEADY DEMAND SEQUENCE
PHASE DIAGRAM
R/W
R/W
R/W
(T)
(T)
1I9U
1I1L
6J3L
6J2U
8J
8L8J
6L8J
6L8J
8U8I
5L8I
5U5J1U
2I4U
214L
2I3U
2I3L
2I2L
5J1L
2I2U
8J
6UExist SP, PG&E
TYPE H SERVICE, 120/240 V
8J7U8J
7L7J5L7J
9LL
IM
T
L
IN
E230' T
O
LIMIT LINE230' TO
DETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
10'
LEFT TURN LANE
THROUGH LANE
RIGHT TURN LANE
OLA
OLA
OLA
OLB
O1
OLB R/W
PO6
OLB
3#6 (Ltg)
2"C, 5 DLC,
3#6 (Ltg)
2"C, 1 DLC,
3#6 (Ltg)
2"C, 1 DLC,
SEE SHEET E-4
TO Ltg PB
OLB
Y
R
G
GA
NO SCALE
DETAIL "A"
DETAIL "A"7J
5U6J3U
6J4L
6J4U
1I9U
1I1U
7
7
8
5
9
6
5
6
10
2-3"C, 2#6 (CCTV), 1-CA252D
Exist 2"C, 1-48 SMFO
11
2"C, 1-12 SMFO
SPLICE VAULT AT OAK St AND 21ST St
Exist 2"C, 1-48 SMFO TO Exist
O6
8
9
DH
DH9A
WIRES
1"C WITH LOOP
No. 9A PB
DH FG
NO SCALE
DETAIL "B"
9A
DETAIL "B"
DETAIL "B"
Conc BARRIER
ON PLAN
AND CABLES AS SHOWN
2"C WITH CONDUCTORS
2#8 (Ltg)
2"C, 1 DLC,
2#8 (Ltg)
2"C, 4 DLC,
2#8 (Ltg)
2"C, 1 DLC,
SEE SHEET E-3
TO Ltg PB
SEE SHEET E-33
TO INTERCONNECT PB
D
C
E
F
A
B
H
I
J 1
3"C, 2#6 (Sig)
2
1
3"C, 2#8 (Ltg), 2#8 (CCTV)
2"C, 3#2 (SERVICE)
G
O 1
O 1
(CITY STREET LOCATION 1)
SIGNAL AND LIGHTING
RETAINING WALL
PROPOSED
R/W
R/W
R/W
R/W
41506Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:39 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
1017CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
E-13
(24th St AND OAK St)
NO SCALE
F F2
SMA DIMENSIONS:
1
O2
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
-
-
100 240 2 YES
YES
YES
MAIN BREAKER
50 120 1 TRAFFIC SIGNAL
15 120 1
-15 120 1
20 120 1 YES
40 240 2 YES
SPARE
SPARE
-
-
3 INSTALL EVUD PER ES-4E, DETAIL "B".
CCTV
4 RELOCATED Exist CCTV CABINET.
NO SCALE
MODIFIED TYPE D BICYCLE DETECTOR DETAIL
6"1'-6"1'
4'
1'1'1'3'
LIMIT LINE
D3-1 (24TH STREET). SEE SIGN PLANS.
IS
IS
IS5
6
7
IS8
D3-1 (OAK STREET). SEE SIGN PLANS.
R73-2 (CA) PER ES-7N, DETAIL "U". SEE SIGN PLANS.
R73-6 (CA) PER ES-7N, DETAIL "U". SEE SIGN PLANS.
9
10
THIS SHEET.
MODIFIED TYPE D BICYCLE DETECTOR LOOP PER DETAIL 1'11
BOX WITH EXTENSION AND STEEL LID.
CITY FIBER OPTIC SPLICE VAULT. OLDCASTLE MODEL B2436
112020 VNO
LIGHTING CONTROL NO
LEGEND (E-12 AND E-13 ONLY):
E-11 PER ES-7R.
INSTALL CCTV CAMERA RELOCATED FROM SHEET
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A 26-4-100 40'15'ROADWAY 1 MAS,MAS-4C SV-1-T SP-1-T 6 F=13'
B 15TS -15'--SV-2-TA SP-1-T 8
C 61-5-100 65'15'ROADWAY 1 MAS,MAS,MAS SV-1-T SP-1-T 8 F=27', F2=25'
D 1-A ----TV-2-T SP-1-T 2
E 26-4-100 40'15'ROADWAY 1 MAS,MAS SV-1-T ---F=15'
F 15TS -15'ROADWAY 1 -SV-2-TA SP-1-T --
G 1-B Mod ------2
H 16-3-100 15'--MAS,MAS ----F=12'
I 61-5-100 65'15'ROADWAY 1 MAS,MAS SV-1-T SP-1-T --F=24
J 1-A ----TV-2-T -6
3 5 8
3 6 7 9
3 7
8
3 6
SEE SHEET ED-3
5
(CITY STREET LOCATION 1)
SIGNAL AND LIGHTING
15 120 1 INTERSECTION LIGHTING NO
STREET LIGHTING Ckt A
112020 VNOSTREET LIGHTING Ckt B
V
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8 9 10 11
VEH-PED
A
8,OLB,8P 1 1
12CSC 6P 1 1
B
5,6,6P 1 1 1
8P 1 1 1
C
2,5,OLA,2P 2 2 2 2 2
8P 1 1 1 1 1
D
7,OLB,8P 1 1 1 1 1 1
2P 1 1 1 1 1 1
E
7 1 1 1 1 1 1 1
F
1,OLA,2P 1 1 1 1 1 1 1 1
G
2P 1 1 1 1 1 1 1 1
H
1 1 1 1 1 1
I
6,6P 1 1 1 1
J
7,8 1 1 1
6P 1 1 1
APS
TOTAL
10 10 6 5 5 3 2 1 1 2 3
3CSC 6 6 4 3 3 2 1 1 --1
AWG Ckt
#6 CCTV 2 2 2 2
#8 Ltg 2 2 2 2 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1 1 1 1
SIC 1 1 1 1
12 SMFO 1 1 1 1 1 1 1
EVUC 4 4 2 2 2 1 1 1 1
LOOP DLC (TYPE B)
PHASE 1 3 3 3 3
PHASE 2 6 6 4 4 4 4 4 4 2 2 2
PHASE 5 2 2 2 2 2
PHASE 6 5 5 5
PHASE 7 3 3 3
PHASE 8 9 9 9 9 9 9
TOTAL DLC 28 28 21 16 13 13 4 4 4 4 7
CONDUIT SIZE 3-4''3-4''2-4''4''4''2-4''2-4''4''4''4''4''
416
CONTRACTOR FURNISHED
WITH THE FOLLOWING BREAKERS:
TYPE III-AF 120/ 240 V 1 , 3-WIRE SERVICE EQUIPMENT ENCLOSURE
BBS CABINET AND BATTERIES.
CABINET AND CITY FURNISHED BBS SYSTEM. CONTRACTOR FURNISHED
CITY FURNISHED 170E CONTROLLER ASSEMBLY WITH MODEL 332L
CONTRACTOR FURNISHED ES8/31/18REVISION DATE DESCRIPTION
8/31/2018 CHANGED CITY FURNISHED TO CONTRACTOR FURNISHED
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:40 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
1
1
STOPFOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
SCALE: 1" = 20'
(24th St AND PINE St)
E-14PINE St24TH St
"WB" LINE
A B
D
F
G
R/WR/W
R/WR/W
E
C
O2
O2
O2
O2
O6
O6
O6
O6
6(E)
PEDESTRIAN HYBRID BEACON SYSTEM
1
O2
LEGEND (E-14 AND E-15 ONLY):
6
5 IS
4
3
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
-
V
100 240 2 YES
YES
MAIN BREAKER
50 120 1
15 120 1
15 120 1 -
SIGNAL
LIGHTING NO
IS CROSSWALK SIGN. SEE SIGN PLANS.
R10-23. SEE SIGN PLANS.
PB PER PG&E REQUIREMENTS.
1
2
2
3"C, 2#6(Sig)
6
SP, PG&E
TYPE H SERVICE
120/240 V
3"C, PT (CONDUCTORS BY PG&E)
3"C,3#2(SERVICE)
1
3"C, 2#8(Ltg)
6
3
4
5
O 6P
O 6P
DETAIL "B"
4
DETAIL "C"5
4
DETAIL "B"
5
DETAIL "A"
DETAIL "A"
DETAIL "C"
O 2P
O 2P
R R
Y
FITTER
SLIP
R R
Y
R R
Y
PIPE TENON
MAST ARM OR
SIGNAL-FACE
VEHICLE
TYPE MAS-4A
MODIFIED
BLANK
FLASHING
YELLOW
ON/OFF
PPB ACTIVATION
STEADY YELLOW
STEADY RED
HAND
UPRAISED
STEADY
HAND
UPRAISED
STEADY
HAND
UPRAISED
STEADY
WALK
PED
STEADY
DOWN DIGITS
HAND/COUNT
UPRAISED
FLASHING
HAND
UPRAISED
STEADY
BLANK
FLASHING
ON/OFF RED
ALTERNATING
FLASHING
R R
Y
R R
Y
R R
Y
R R
Y
R R
Y
R R
Y
R R
Y
Y
3
NO SCALE
DETAIL "A" MAS-4A (Mod)
NO SCALE
DETAIL "B" SV-1-T (Mod)
NO SCALE
DETAIL "C" TV-1-T (Mod)
SEQUENCE OF OPERATION
PEDESTRIAN HYBRID BEACON
34098
20 240 1 -
LIGHTING CONTROL NO
15 120 1 -SPARE -
417
METER 1
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
-
240 2 YES
YES
MAIN BREAKER
15 120 1
240 2
15 120 1 -
METER 2
AT F St AND 24th St.
DETAIL B. WIRELESS COMMUNICATION TO SIGNAL
WIRELESS BROADBAND RADIO ON LMA PER ES-7R,
SPARE -
IRRIGATION CONTROLLER
BOOSTER PUMP YES -
SPARE YES
100
60
U
REVISION DATE DESCRIPTION
8/31/2018 CHANGED CITY FURNISHED TO CONTRACTOR FURNISHED
CONTRACTOR FURNISHED
CONTRACTOR FURNISHED
WITH THE FOLLOWING BREAKERS:
TYPE III-CF 120/ 240 V 1 , 3-WIRE SERVICE EQUIPMENT ENCLOSURE
BBS CABINET AND BATTERIES.
CABINET AND CITY FURNISHED BBS SYSTEM. CONTRACTOR FURNISHED
CITY FURNISHED 170E CONTROLLER ASSEMBLY WITH MODEL 332L 8/31/18ES06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:40 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
1
1
E-15
NO SCALE
(24th St AND PINE St)
PEDESTRIAN HYBRID BEACON SYSTEM
J14-D
J14-J
COM
J14-K
J13-K
J12-E
J13-E
J13-D
J13-J
J12-D
J12-J
J12-K
1
2
3
4
5
6
7
8
9
10
11
12
TB8 TB9
111-D
111-J
111-KCOM
2PPB
4PPB
6PPB
8PPB
INTERFACE BOARD
VOICE ACTIVATION
CONTROLLER
Y
G
R
G
R
Y
G
R
Y
G
R
Y
101
102
103
104
105
106
107
108
109
110
111
112
4
4P
8
8P
FT1
12 COM
13 COM
R R
Y
R R
Y
Y
G
R
G
R
Y
G
R
Y
G
R
Y
127
128
129
125
133
134
136
130
131
132
137
126
FT3
6
5
2
1Y
G
R
G
R
Y
G
R
Y
G
R
Y
113
114
115
116
117
118
119
120
121
122
123
124
3
7
FT2
6P
2P
OUTPUT FILE FIELD TERMINAL CONNECTIONSINPUT FILE
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A 27-4-100 40'--MAS-4A(Mod), MAS-4A(Mod)SV-1-T (Mod)-
B 15TS -12'165W --6
C ------6
D 1-A ----TV-1-T (Mod)
E ------2
F 1-A ----TV-1-T (Mod)
G 26-4-100 40 12'165W MAS-4A(Mod), MAS-4A(Mod)SV-1-T (Mod)2
4 5
3
4 5
APS/PB
--
--
--
F=12'
F=12'
1-B Mod
1-B Mod SEE SHEET ED-3
SEE SHEET ED-3
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6
VEH-PED
A
6 1 1 1
9CSC
B
6P 1 1
6P 1 1
C
6P 1 1 1
D
6.6P 1 1 1
E
2P 1 1 1 1
F
2,2P 1 1 1 1
G
2,2P 1 1 1 1 1
2P 1 1 1 1 1
APS
TOTAL
5 5 3 2 1 1
3CSC 4 4 3 2 1 -
AWG Ckt
#8 Ltg 2 2 2 2
#8 G 1 1 1 1 1 1
CAT 5E (WIRELESS Comm)1 1
CONDUIT SIZE 2-4"4"4"4"4"4"
418
SP-1-T
SP-1-T
SP-1-T
SP-1-T
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:41 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua015.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
SCALE 1"=20'
E-16F St"23RD" LINE
23RD St1360 2
(23rd St AND F St)
LIMIT LINE
185' TO LIMIT LINE105' TO LIMIT LINE105' TO O8
O8
O2
O2
O2O7O7O4O4
O2
O2
O4
O8
O2
O2P
O2P
O2P
O2P
O4P
O4P O8P
O8P
O8
3
4
RS Exist PBA AND INSTALL APS.
5
RS34
3 4
3 4
3 4
2
3 434
3 4
1
Exist 2"C, 2#4 (Sig)
1
Exist 2"C, 2#8 (Ltg)
2
10
TYPE H SERVICE, 120/240 V
Exist SP, PG&E
Exist 2"C, 3#2 (SERVICE)
4
5
7
8 9
3
6
1 Exist 170 CONTROLLER ASSEMBLY TO REMAIN.
2 Exist SERVICE EQUIPMENT ENCLOSURE TO REMAIN.
AB
R/W
R/W
R/W
R/W
6
Exist POLE AND SIGNAL EQUIPMENT TO REMAIN.
5
5
5
55
5
5
3 4 5
RC
AB
MAGNETIC DETECTORS.
1. ALL Exist DETECTOR LOOPS. ALL Exist RC
U
BCSC
O8
O4
PO8O4P
PO2
PO2
O4P
O4
O7O2
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
AB
AB
55'RC
2I2U
2I2L
2I3U
2I3L
2J5U
2I4U
2I4L
2J5L
8J8U8J8L8J6U8J6L4I6L4I6U4I8L4I8U7J9L7J5UDETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
LEFT TURN LANE
THROUGH LANE
ON PLAN
IF SHOWN
TO 24TH St AND F St
Exist 2"C, 1-12 SMFO
1-12 SMFO
Exist 2"C,
Exist 2"C, 2 DLC
Exist 2"C, 2 DLC
DOWN Ped SIGNAL MODULE IN Exist HOUSING.
Exist Ped SIGNAL MODULE. INSTALL LED COUNT
(SERVICE)
Exist 2"C, 3#2
Exist PB. NEW PB.RC BC
6
3
LOCATIONS UNLESS OTHERWISE NOTED.
2. ADJUST ALL Exist PB TO GRADE IN NEW SW
ADD: 1 DLC
Exist 3"C;
ADD: 1 DLC
Exist 2"C, 3 DLC;
Exist 2"C, 2 DLC
Exist 2"C, 2 DLC
SC
SC
(N) = NEW (R) =
NOTE: ALL CONDUITS AND CONDUCTORS ARE Exist UNLESS OTHERWISE NOTED.
RC
A
B
C
D
E
F G
H
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8 9 10
VEH-PED
A
2,2P 1 1
12CSC 8P 1 1
B
7,8,8P 1 1 1
2P 1 1 1
C
4,7,4P 1 1 1 1
2P 1 1 1 1
D
2,2P 1 1 1 1 1
4P 1 1 1 1 1
E
2,2P 1 1 1 1 1 1
4P 1 1 1 1 1 1
F
4,8,4P 2 2 2 2 2 2 2
2P 1 1 1 1 1 1 1
G
8,8P 1 1 1
2P 1 1 1
H
2,2P 1 1
8P 1 1
APS
TOTAL
9 7 6 5 4 3 2 -1 2
3CSC 8 6 5 4 3 2 1 -1 2
AWG Ckt
#8 Ltg 4 4 2 2 2 2
#8 G 1 1 1 1 1 1 1 1 1 1
12 SMFO 1
LOOP DLC (TYPE B)
PHASE 2
6 6 6 6 6 1
2(N)2(N)2(N)2(N)2(N)1(N)
PHASE 4 4 4 4 4 4 4 4
PHASE 7
1(R)1(R)1(R)
2(N)2(N)2(N)2(N)2(N)2(N)2(N)
PHASE 8 4 4 4
TOTAL DLC
14 14 14 10 10 5 4 ---
1(R)-------1(R)1(R)
4(N)4(N)4(N)4(N)4(N)3(N)2(N)---
CONDUIT SIZE 2-4"3"3"3"3"3"3"3"3"3"
LEGEND (THIS SHEET ONLY):
NOTES (THIS SHEET ONLY):
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A *26-4-80 40'12'*ROADWAY 1 *MAS,MAT *SV-1-T *SP-1-T 8
B *1-A ----*TV-2-T *SP-1-T 2
C *24-4-80 35'12'*ROADWAY 1 *MAS,MAT *SV-1-T *SP-1-T 2
D *1-A ----*TV-1-T *SP-1-T 4
E *15 -12'*ROADWAY 1 -*SV-1-T *SP-1-T 4
F *1-A ----*TV-2-T *SP-1-T 2
G *17-3-80 20'12'*ROADWAY 1 *MAS *SV-1-T *SP-1-T 2
H *1-A ----*TV-1-T *SP-1-T 8
* Exist EQUIPMENT
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
(CITY STREET LOCATION 2)
SIGNAL AND LIGHTING
6
419
7 IS
SEE SIGN PLANS.
R61-22 (CA) (Mod) PER ES-7N, DETAIL "U".
7
REVISION DATE DESCRIPTION
1 9/29/20
MAST ARM SIGN
ADDITIONAL SIGNAL JK9/29/209/30/22
1
1
7
1
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:41 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua016.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
SCALE 1"=20'
E-17
2 3 365
F St(24th St AND F St)
24TH St
"24TH" LINELIMIT LINE185' TO LIMIT LINE105' TO LIMIT LINE
185' TO
C
D
E
F
G
H
O6
O6
O6
O6P
O6PO6
O4 O4
O4
O6
O6
O3 O8 O8
O8
O3
O4P
O4P
O8P
O8P
O6P
O6P
R/W
R/W
R/W
R/W
R/W
3
4
RS Exist PBA AND INSTALL APS.
5
1 Exist 170 CONTROLLER ASSEMBLY TO REMAIN.
2 Exist SERVICE EQUIPMENT ENCLOSURE TO REMAIN.
AB
6
Exist POLE AND SIGNAL EQUIPMENT TO REMAIN.
Exist SP, PG&E
O8
O4
PO8O4P
PO6
PO6
O8
O8P
O3O6
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM 102'Exist 2"C, 3#2 (SERVICE)
Exist 2"C, 2#4 (Sig)
2
LIMIT LINE
145' TO
Approx
2
1
1
3
4
5
6
2 DLC
Exist 2"C,
7
3 4 5
8
MAGNETIC DETECTORS.
1. ALL Exist DETECTOR LOOPS. ALL EXIST RC
U
Exist 2"C, 2 DLC
TYPE H SERVICE, 120/ 240 V
A
6
Exist CCTV CABINET TO REMAIN.
6I1L
6J4L
6J4U
6I1U
6J3L
6J3U
6J2L
6J2U4I8L4I8U4I6L4I6U
8J6U8J6L3I5L8J8U8J8L3I5UDETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
LEFT TURN LANE
THROUGH LANE
ON PLAN
IF SHOWN
TO 23RD St AND F St
Exist 2"C, 1-12 SMFO
1-12 SMFO
Exist 2"C,
Exist 2"C, 1-24 SMFO
1-24 SMFO
Exist 2"C,
B
TO 24TH St AND H St
Exist 2"C, 1-24 SMFO
Exist 2"C, 2#8 (Ltg), 2#6 (CCTV)
1-CA252D
Exist 2"C, 2#6 (CCTV),
Exist 2"C, 1-12 SMFO
DOWN Ped SIGNAL MODULE IN Exist HOUSING.
Exist Ped SIGNAL MODULE. INSTALL LED COUNT RS
SC
SC
Exist 2"C, 3 DLC; ADD: 2#8 (Ltg), 1 DLC
Exist 2"C, 3 DLC; ADD: 2#8 (Ltg), 1 DLC
SEE SHEET E-8
TO Exist Ltg PB
CB
SEE SHEET E-8
TO Exist Ltg PBAB
R/W
R/W
ADD: 2 DLC
Exist 3"C,
RC
RC
ADD: 2 DLC
2 DLC,
Exist 2"C,
ADD: 2 DLC
2 DLC,
Exist 2"C,
LOCATIONS UNLESS OTHERWISE NOTED.
2. ADJUST ALL Exist PB TO GRADE IN NEW SW
SC
SC
SC
SC
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
(N) = NEW (R) =
NOTE: ALL CONDUITS AND CONDUCTORS ARE Exist UNLESS OTHERWISE NOTED.
RC
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A *24-3-80 35'12'*ROADWAY 1 *MAS,MAT *SV-1-T *SP-1-T 6
B *1-A ----*TV-1-T *SP-1-T 8
C *15 35'12'*ROADWAY 1 -*SV-1-T *SP-1-T 8
D *1-A ----*TV-1-T *SP-1-T 6
E *19-2-80 20'12'*ROADWAY 1 *MAS *SV-1-T *SP-1-T 6
F *1-A ----*TV-2-T *SP-1-T 4
G *26-4-80 40'12'*ROADWAY 1 *MAS,MAT *SV-1-T *SP-1-T 4
H *1-A ----*TV-2-T *SP-1-T 6
* Exist EQUIPMENT
3 4 5
543
543
543
543
543
543
543
LEGEND (THIS SHEET ONLY):
NOTES (THIS SHEET ONLY):
(CITY STREET LOCATION 3)
SIGNAL AND LIGHTING
7
HYBRID BEACON SYSTEM AT PINE St AND 24th St.
DETAIL B. WIRELESS COMMUNICATION TO PED
WIRELESS BROADBAND RADIO ON LMA PER ES-7R,
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8
VEH-PED
A
3,8,8P 1 1
12CSC 6P 1 1
B
6,6P 1
8P 1
C
6,6P 1 1
8P 1 1
D
8,8P 1 1 1
6P 1 1 1
E
4,4P 1 1 1
6P 1 1 1
F
6,6P 1 1 1 1
4P 1 1 1 1
G
6,6P 1 1 1
4P 1 1 1
H
3,4,4P 1 1
6P 1 1
APS
TOTAL
8 1 4 1 2 1 1 2
3CSC 8 1 4 1 2 1 1 2
AWG Ckt
#8 Ltg 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1
12 SMFO 1
CA252D (CCTV)1 1 1
EVUC 3 1 1 1 1 1
CAT 5E (WIRELESS Comm)1 1 1
LOOP DLC (TYPE B)
PHASE 3 2 2 2
PHASE 4
2 2
2(R)2(R)
2(N)2(N)
PHASE 6
6 2
2(N)
PHASE 8 4 4 4
TOTAL DLC
14 -8 6 ---2
2(R)2(R)------
4(N)2(N)------
CONDUIT SIZE 2-3''3''3''3''2''1.5''3''3''
7
420
9/29/20REVISION DATE DESCRIPTION
1 9/29/20
MAST ARM SIGN
ADDITIONAL SIGNAL JK9/30/22
8 IS
SEE SIGN PLANS.
R61-22 (CA) (Mod) PER ES-7N, DETAIL "U".
1
8
8
1
1
9
REINSTALL EXISTING CONDUCTORS.
LOWER Exist CONDUIT AS DIRECTED BY THE ENGINEER.
12/15/212 AS-BUILT CONDITION
2
9
9
2
2
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:42 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua017.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
"23RD" LINE
23RD St7
SCALE 1"=20'
E-18
8
H St(23rd St AND H St EQUIPMENT REMOVAL)
AB
AB
R/W
R/WR/W
R/W
R/W R/W
R/W R/W
RC
AB
RC
RSRC
RS
AB
RS
RC
RS
O8
O4
PO8O4P
PO2
PO2
O2
O8
O8
O2P
O4P
O2P
O8P
O4O4
O4P
O2P
O2
O2
O2P
O4 O8P
O2
O8
O2
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
3
RR RLExist CCTV CAMERA. TO Loc ON SHEET E-19.
RC RR
1
2
1
4
AB
TO 24TH St AND H St
Exist 2"C, 1-12 SMFO
RS
AB
Exist CCTV CABINET TO REMAIN.
AB
5 Exist 120/240V TYPE C SERVICE ON UTILITY POLE.RS
5
AB AB
2
3
AB
SEE SHEET E-8
TO Exist Ltg PB
6 RL Exist ROADWAY 1 LED Lum TO LMA AT Loc ON SHEET E-19.
6
7 RL Exist ROADWAY 1 LED Lum TO LMA AT Loc ON SHEET E-19.
7
AB
PROTECT IN PLACE Exist FIBER OPTIC CABLES AND CONDUITS.
RC
4
Sig PB SEE SHEET E-20
TO 24TH St AND H St
C
C
G
CONDUIT.
AND INSTALL IN NEW Sig CONDUIT No. 3 ON SHEET E-19.
Exist Sig CONDUCTORS. Exist CA252D CCTV CABLE
LEGEND (THIS SHEET ONLY):
(CITY STREET LOCATION 4)
SIGNAL AND LIGHTING
421
U
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:42 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua018.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
"23RD" LINE
23RD St3657 8
H StR/W
R/W
R/W
R/W
R/W
R/W
LIMIT LINE105' TO LIMIT LINE105' TO LIMIT LINE
185' TO
O2
O2
O2
O8 O8
O2P
O2
O4
O7 O7
O4
O2
O2
O2P
O2P
O4P
O4P
O2P
O8P
O8
O8P
O4
3
5
7
8
4
6
6
6
6
6
7
CB
2"C, 2 DLC
2"C, 2 DLC
120 /240 V
TYPE H SERVICE,
3O8
3O2
O4&O73
4 D3-1 (23RD STREET). SEE SIGN PLANS.IS
5 IS D3-1 (H STREET). SEE SIGN PLANS.
7
3 INSTALL EVUD PER ES-4E, DETAIL "B".
CB
6(E)
SP, PG&E
2"C, 3#2 (SERVICE)
2"C, 3#2 (SERVICE)
2
2"C, 2#8 (Ltg), 2#6 (CCTV)
2"C, 2#6 (Sig)
1
Exist 2"C, 2#6 (CCTV)
1
2
Exist 2"C, 1 CA252D (CCTV)
O2
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
-
100 240 2 YES
YES
MAIN BREAKER
50 120 1 TRAFFIC SIGNAL
15 120 1 -
--
40 240 2 LIGHTING VNO
LIGHTING CONTROL
15 120 1 SPARE
ENCLOSURE WITH THE FOLLOWING BREAKERS:
TYPE III-AF 120/ 240 V 1 , 3-WIRE SERVICE EQUIPMENT
1
R/W
6 IS R3-18 PER ES-7N, DETAIL "U". SEE SIGN PLANS.
4
5
6
4
15 120 1 YES -CCTV
U
2I2U
2I2L
2I3U
2I3L
2I4U
2I4L
2J5U
2J5L
8J6U8J6L8J8U8J8L4I6U4I8U7J5U7J9LDETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
LEFT TURN LANE
THROUGH LANE
ON PLAN
IF SHOWN
LIMIT LINE
127' TO
Approx
Exist 2"C, 1-12 SMFO
TO 24TH St AND H St
Exist 2"C, 1-12 SMFO
6
8 Exist CCTV CABINET TO REMAIN.
8
2"C, 4 DLC, 2#8 (Ltg)
2"C, 4 DLC, 2#8 (Ltg)
2"C, 4 DLC, 2#8 (Ltg)
TO Ltg PB SEE SHEET E-8
O8
O4
PO8O4P
PO2
PO2
O4
O4P
O7
STEADY DEMAND SEQUENCE
PHASE DIAGRAM
O2
2"C, 1 DLC
2"C, 1 DLC
NO
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A 19-4-100 30'12'ROADWAY 1 MAS,MAS SV-1-T SP-1-T 2 F=15'
B 1-A ----TV-1-T SP-1-T 4
C 15TS -12'ROADWAY 1 -SV-1-T SP-1-T 4
D 1-A ----TV-1-T SP-1-T 2
E 16-2-100 15'12'ROADWAY 1 MAS SV-1-T SP-1-T 2
F 1-A ----TV-1-T SP-1-T 8
G 26-4-100 40'12'ROADWAY 1 MAS,MAS SV-1-T SP-1-T 8 F=22'
H 1-A ----TV-2-T SP-1-T 2
3 4
7
3 4 6
3 5
Exist EQUIPMENT TO BE FROM SHEET E-18RL
C
D E
F
G
H
A
B
LEGEND (THIS SHEET ONLY):
E-18 PER ES-7R.
INSTALL CCTV CAMERA RELOCATED FROM SHEET
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8
VEH-PED
A
4,7,4P 1 1
12CSC 2P 1 1
B
2,2P 1
4P 1
C
2,2P 1 1 1
4P 1 1 1
D
4,4P 1 1
2P 1 1
E
8,8P 1 1 1
2P 1 1 1
F
2,2P 1 1 1 1
8P 1 1 1 1
G
2,2P 1 1 1 1
8P 1 1 1 1
H
7,8,8P 1 1 1
2P 1 1 1
APS
TOTAL
8 3 4 1 2 1 1 2
3CSC 8 3 4 1 2 1 1 2
AWG Ckt
#8 Ltg 2 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1
#6 CCTV 2
12 SMFO 1(E)1(E)
CA252D (CCTV)1 1
EVUC 3 3 1 1 1 1
LOOP DLC (TYPE B)
PHASE 2 8 2 2 2
PHASE 4 2 2 2
PHASE 7 2 2 2
PHASE 8 4 4 4
TOTAL DLC 16 10 6 2 ---4
CONDUIT SIZE 2-4''3''3''3''3''3''3''3''
(E) = Exist
NOTE: ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED.
1-12 SMFO
2"C, 1 CA252D,
SCALE 1"=20'
E-19
(23rd St AND H St)
(CITY STREET LOCATION 4)
SIGNAL AND LIGHTING
422
ES8/31/18REVISION DATE DESCRIPTION
8/31/2018
CONTRACTOR FURNISHED
CHANGED CITY FURNISHED TO
CONTRACTOR FURNISHED
FURNISHED BBS CABINET AND BATTERIES.
BBS SYSTEM. CONTRACTOR
ASSEMBLY WITH MODEL 332L CABINET AND CITY FURNISHED
CITY FURNISHED 170E CONTROLLER
CONTRACTOR FURNISHED
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:43 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua019.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ASPH
9
H StSCALE 1"=20'
E-20
370
(24th St AND H St EQUIPMENT REMOVAL)
"24TH" LINE
24TH St
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
O8 O8
O6
O6
O6
O6
O4
O4
O4
O4P
O6P
O6P
O4P
O6P
O6P
O8P
O8P
RS
RC
RS
RC
RS
RS
RC
O8
O4
PO8O4P
PO6
PO6
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
O6
F St
SMFO CABLE TO
Exist 2"C, 1-24
TO 24TH St AND CHESTER Ave
Exist 2"C, 1-24 SMFO
1 PROTECT IN PLACE Exist FIBER OPTIC CABLES AND CONDUITS.
2
AB
3 RS Exist 120/240V TYPE C SERVICE ON UTILITY POLE.
AB
AB
2
RC
AB
RS
AB
AB
AB AB
1 1
1
3
TO 23RD St AND H St
Exist 2"C, 1-12 SMFO
SEE SHEET E-8
TO Exist Ltg PBAB
1
4 Exist ROADWAY 1 LED Lum TO LMA AT Loc ON SHEET E-21.
5 Exist ROADWAY 1 LED Lum TO LMA AT Loc ON SHEET E-21.
RL
RL
4
5
Sig PB SEE SHEET E-18
TO 23RD St AND H St
C
G
2 REROUTE Exist FIBER OPTIC CABLES TO NEW CONDUIT AS REQUIRED.
LEGEND (THIS SHEET ONLY):
2
2
1
(CITY STREET LOCATION 5)
SIGNAL AND LIGHTING
423
AB
SEE SHEET E-8
TO Exist Ltg PB
U
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:43 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua020.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
24TH St9
H St"24TH" LINE
SCALE 1"=20'
E-21
2370
(24th St AND H St)
C
D
G
O3 O8 O8
O8
O6
O6
O6P
O6
O4O4
O4
O4
O4P
O6
O6P
O6P
O6O6P
O8P
O8PO4P
R/W
R/W
R/W
R/W
R/W
R/WLIMIT LINE
185' TO LIMIT LINE105' TO LIMIT LINE185' TO O6
5
7
H
3
6
A
4
3O6
3O3&O8
3 O4
TYPE H SERVICE, 120/240 V
SP, PG&E
2"C, 3#2 (SERVICE)
2
B
2"C, 2#8 (Ltg)2"C, 3#2 (SERVICE)
2"C, 2#6 (Sig)
1
1
6
4
8
E
2"C, 1 DLC
2"C, 1 DLC
4
2"C, 2 DLC
2"C, 2 DLC
4 D3-1 (24TH STREET). SEE SIGN PLANS.IS
5 IS D3-1 (H STREET). SEE SIGN PLANS.
3 INSTALL EVUD PER ES-4E, DETAIL "B".
O2
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
-
100 240 2 YES
YES
MAIN BREAKER
50 120 1 TRAFFIC SIGNAL
15 120 1 -
--
40 240 2 LIGHTING VNO
LIGHTING CONTROL
15 120 1 SPARE
ENCLOSURE WITH THE FOLLOWING BREAKERS:
TYPE III-AF 120/ 240 V 1 , 3-WIRE SERVICE EQUIPMENT
1
6 IS R3-18 PER ES-7N, DETAIL "U". SEE SIGN PLANS.
U
CHESTER Ave
SMFO CABLE TO
Exist 2"C, 1-24
F St
SMFO CABLE TO
Exist 2"C, 1-24
O8
O4
PO8O4P
PO6
PO6
O8
O8P
O3
STEADY DEMAND SEQUENCE
PHASE DIAGRAM
O6
DETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
LEFT TURN LANE
THROUGH LANE
ON PLAN
IF SHOWN
6I1L
6J4L
6J4U
6I1U
6J2U
6J2L
6J3U
6J3L
8J6U8J6L4I8U4I6U3I5U3I9L8J8UTO 23RD St AND H St
Exist 2"C, 1-12 SMFO
1-12 SMFO
1-24 SMFO,
Exist 2"C,
Exist 2"C, 1-12 SMFO
Exist 2"C, 1-24 SMFO
F
1-12 SMFO
2"C,
TO 24TH St AND CHESTER Ave
Exist 2"C, 1-24 SMFO
6(E)
6
6 6
6
6
7
2"C, 4 DLC, 2#8 (Ltg)
2"C, 4 DLC, 2#8 (Ltg)
Ltg PB SEE SHEET E-8
2"C, 2#8 (Ltg) TO Exist
NO
2
CC
7
5
7
CC
7
CC
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8
VEH-PED
A
3,8,8P 1 1
12CSC 6P 1 1
B
6,6P 1
8P 1
C
6,6P 1 1
8P 1 1
D
4,8,8P 1 1 1
6P 1 1 1
E
4,4P 1 1 1 1
6P 1 1 1 1
F
6,6P 1 1 1 1 1
4P 1 1 1 1 1
G
6,6P 1 1 1 1
4P 1 1 1 1
H
4,4P 1 1 1
6P 1 1 1
APS
TOTAL
8 3 4 3 2 1 1 2
3CSC 8 3 4 3 2 1 1 2
AWG Ckt
#8 Ltg 2 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1
12 SMFO 1
EVUC 3 2 1 1 1 1 1
LOOP DLC (TYPE B)
PHASE 3 2 2 2
PHASE 4 2 2 2
PHASE 6 8
PHASE 8 3 3 3
TOTAL DLC 15 2 5 5 ---2
CONDUIT SIZE 2-4"3"3"3"3"3"3"3"
LEGEND (THIS SHEET ONLY):
LEGEND (THIS SHEET ONLY):
CONDUIT AS REQUIRED.
REROUTE Exist FIBEROPTIC CABLES IN TO NEW 2"
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A 19-4-100 30'12'ROADWAY 1 MAS,MAS SV-1-T SP-1-T 6 F=17'
B 1-A ----TV-1-T SP-1-T 8
C 15TS -12'ROADWAY 1 -SV-1-T SP-1-T 8
D 1-A ----TV-2-T SP-1-T 6
E 17-3-100 15'12'ROADWAY 1 MAS SV-1-T SP-1-T 6
F 1-A ----TV-1-T SP-1-T 4
G 26-4-100 45 12'ROADWAY 1 MAS,MAS SV-1-T SP-1-T 4 F=22'
H 1-A ----TV-1-T SP-1-T 6
Exist EQUIPMENT TO BE FROM SHEET E-20RL
3 4
634
3 5
(CITY STREET LOCATION 5)
SIGNAL AND LIGHTING
424
ES8/31/18CONTRACTOR FURNISHED
CONTRACTOR FURNISHED
FURNISHED BBS CABINET AND BATTERIES.
BBS SYSTEM. CONTRACTOR
ASSEMBLY WITH MODEL 332L CABINET AND CITY FURNISHED
CITY FURNISHED 170E CONTROLLER
REVISION DATE DESCRIPTION
8/31/2018
CONTRACTOR FURNISHED
CHANGED CITY FURNISHED TO
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:44 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua021.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
1
"23RD" LINE
23RD St
SCALE 1"=20'
E-22
4
CHESTER Ave375
(23rd St AND CHESTER Ave)
R/W
R/W
R/W
R/W
R/W
O7
O7
O4
O4
O2
O2
O2
O2P
O2
O8
O8
O8
O4
O4P
O2
O2
O2P
O2P
O4P
O8
O8P
O8P
O2P
R/W
R/W
LIMIT LINE185' TO LIMIT LINE185' TO LIMIT LINE
185' TO
3
4
RS Exist PBA AND INSTALL APS.
5
RS
1 Exist 170 CONTROLLER ASSEMBLY TO REMAIN.
2 Exist SERVICE EQUIPMENT ENCLOSURE TO REMAIN.
AB
6
Exist POLE AND SIGNAL EQUIPMENT TO REMAIN.
5
6
7
8
9
2#6 (Sig)
Exist 2"C,
3#2 (SERVICE)
Exist 2"C,
Exist SP, PG&E
TYPE H SERVICE, 120/240 V
3#2 (SERVICE)
Exist 2"C,
2
10
1
12
4
3
3 4 5
MAGNETIC DETECTORS.
1. ALL Exist DETECTOR LOOPS. ALL Exist RC
U
2I3U
2I3L
2I2L
2I2U
2I4U
2I4L
2J1U
2J1L
8J8U8J8L8J6U8J6LDETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
LEFT TURN LANE
THROUGH LANE
ON PLAN
IF SHOWN
7J5L7J9L4I8L4I8U4I6L4I6UDOWN Ped SIGNAL MODULE IN Exist HOUSING.
Exist Ped SIGNAL MODULE. INSTALL LED COUNT
Exist 2"C, 1-12 SMFO
LOCATIONS UNLESS OTHERWISE NOTED.
2. ADJUST ALL EXIST PB TO GRADE IN NEW SW
Exist CCTV CABINET TO REMAIN.
6
(CCTV)
Exist 2"C, 2#6
SC
Exist 2"C, 2 DLC
SC
Exist 2"C, 2 DLC
Exist 2"C, 1-12 SMFO
24TH St AND CHESTER Ave
Exist 2"C, 1-12 SMFO TO
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
RC
ADD: 2 DLC
Exist 3"C;
ADD: 2 DLC
2 DLC;
Exist 2"C;
O8
O4
PO8O4P
PO2
PO2
O4P
O4
O7
O2
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A *26-4-80 45'15'*ROADWAY 1 *MAS,MAT *SV-1-T *SP-1-T 2
B *1-A ----*TV-1-T *SP-1-T 4
C *15 -12'*ROADWAY 1 -*SV-1-T *SP-1-T 4
D *1-A ----*TV-2-T *SP-1-T 2
E *19-3-80 30'12'*ROADWAY 1 *MAS *SV-1-T *SP-1-T 2
F *1-A ----*TV-2-T *SP-1-T 8
G *26-4-80 40'12'*ROADWAY 1 *MAS,MAT *SV-1-T *SP-1-T 8
H *1-A ----*TV-2-T *SP-1-T 2
* Exist EQUIPMENT
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
D
E
F
G
HA
B
C
LEGEND (THIS SHEET ONLY):
NOTES (THIS SHEET ONLY):
(CITY STREET LOCATION 6)
SIGNAL AND LIGHTING
CB
2#10 (CCTV)
ADD: 1 DLC, 2#8 (Ltg),
Exist 2"C, 3 DLC;
2#10 (CCTV)
ADD: 1 DLC, 2#8 (Ltg),
Exist 2"C, 3 DLC;
(CCTV)
ADD: 2#10
2#8 (Ltg);
Exist 2"C,
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8 9 10
VEH-PED
A
4,7,4P 1
12CSC 2P 1
B
2,2P 1 1
4P 1 1
C
2,2P 1 1 1
4P 1 1 1
D
2 2 2 2
2P 1 1 1 1
E
8,8P 1 1 1 1 1 1
2P 1 1 1 1 1 1
F
2,2P 1 1 1 1 1
8P 1 1 1 1 1
G
2,2P 1 1 1 1
8P 1 1 1 1
H
7,8,8P 1 1 1
2P 1 1 1
APS
TOTAL
9 4 3 2 -1 2 3 4
3CSC 8 3 2 1 -1 2 3 4
AWG Ckt
#10 CCTV 2
#8 Ltg 2 2 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1 1 1
12 SMFO 1
CA252D (CCTV)1 1 1
EVUC 3 1 1 2 2 3
LOOP DLC (TYPE B)
PHASE 2
6 6 1
2(N)2(N)1(N)
PHASE 4 4 4 4 4
PHASE 7
1(R)1(R)1(R)1(R)1(R)1(R)
2(N)2(N)2(N)2(N)
PHASE 8
2 2 2
2(R)2(R)
2(N)2(N)
TOTAL DLC
12 10 5 4 ----2 2
3(R)----1(R)1(R)1(R)1(R)3(R)
6(N)4(N)3(N)2(N)-----2(N)
CONDUIT SIZE 2-4''3''3''3''3''3''3''3''3''3''
(N) = NEW (R) =
NOTE: ALL CONDUITS AND CONDUCTORS ARE Exist UNLESS OTHERWISE NOTED.
RC
TO Ltg PB SEE SHEET E-8
2"C, 2#10 (CCTV)"C" LINE1
1
5
5
4,8,4P
425
REVISION DATE DESCRIPTION
1 9/29/20
MAST ARM SIGN
ADDITIONAL SIGNAL 9/29/20JK9/30/22
7 IS
SEE SIGN PLANS.
R61-22 (CA) (Mod) PER ES-7N, DETAIL "U".
1
7
7
1
1
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:44 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua022.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
SCALE 1"=20'
E-23
6 7
CHESTER Ave"24TH" LINE
24TH St 9
(24th St AND CHESTER Ave)
E
F
G
A
O3 O8 O8O3
O4
O8P
O6
O6
O6
O6P
O4P
O6P
O6
O6
O4O4
O4P
O6P
O8P
R/W R/W
R/W
O8
O6
O6P
R/W
R/W
LIMIT LINE
185' TO LIMIT LINE185' TO LIMIT LINE185' TO O8
O4
PO8O4P
PO6
PO6
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
O8
O8P
O3O6
3
4
RS Exist PBA AND INSTALL APS.
5
1 Exist 170 CONTROLLER ASSEMBLY TO REMAIN.
2 Exist SERVICE EQUIPMENT ENCLOSURE TO REMAIN.
AB
6
Exist POLE AND SIGNAL EQUIPMENT TO REMAIN.
ADD: 1 DLC
Exist 2"C, 3 DLC;
ADD: 1 DLC
Exist 2"C, 3 DLC,
Exist SP, PG&E
TYPE H SERVICE, 120/240 V
Exist 2"C, 3#2 (SERVICE)
Exist 2"C, 3 DLC; ADD: 1 DLC
Exist 2"C, 3#2 (SERVICE)
2
Exist 2"C, 2#6 (Sig)
Exist 2"C, 2#8 (Ltg)
1
9
1
2
5
B
8
3 4
5
3 4
5
C
D
3 4 5
3
4
6
7
RC
U
H
8J6U8J6LDETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
LEFT TURN LANE
THROUGH LANE
ON PLAN
IF SHOWN
6I1L
6J4L
6J4U
6I1U
6J3L
6J3U
6J2L
6J2U
8J8U8J8L4I8U4I8L4I7U4I6U4I6L3I5U3I9L1-24 SMFO
Exist 2"C,
TO H St
1-24 SMFO
Exist 2"C,
1-24 SMFO
Exist 2"C,
Exist 2"C, 1-24 SMFO
Exist 2"C, 1-24 SMFO
6
Exist CCTV CABINET TO REMAIN.
SC
RC
AB
SC
DOWN Ped SIGNAL MODULE IN Exist HOUSING.
Exist Ped SIGNAL MODULE. INSTALL LED COUNT RS
TO Exist Ltg PB AT K St AND 24TH St
Exist 2"C, 2#8 (Ltg), 1-24 SMFO
RC
Exist 2"C, 1 CA252D (CCTV)
Exist 2"C, 3 DLC, 1 CA252D (CCTV); ADD: 1 DLC
2. ADJUST ALL EXIST PB TO GRADE IN NEW SW LOCATIONS UNLESS OTHERWISE NOTED.
1. ALL Exist DETECTOR LOOPS. ALL Exist MAGNETIC DETECTORS AND CONDUIT.AB
2 DLC
Exist 2"C,
2 DLC
Exist 2"C,
AND CHESTER Ave
SMFO TO 23RD St
Exist 2"C, 1-12
1-12 SMFO
Exist 2"C,
ADD: 2 DLC
Exist 3"C;
ADD: 2 DLC
2 DLC;
Exist 2"C;
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
(N) = NEW (R) =
NOTE: ALL CONDUITS AND CONDUCTORS ARE Exist UNLESS OTHERWISE NOTED.
RC
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
3 4 5
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A *26-4-80 45'15'*ROADWAY 1 *MAS,MAT *SV-1-T *SP-1-T 6
B *1-A ----*TV-1-T *SP-1-T 8
C *15 -12'*ROADWAY 1 -*SV-1-T *SP-1-T 8
D *1-A ----*TV-1-T *SP-1-T 6
E *19-3-80 30'12'*ROADWAY 1 *MAS *SV-1-T -6
F *1-A ----*TV-1-T *SP-1-T 8
G *26-4-80 40'12'*ROADWAY 1 *MAS,MAS *SV-1-T *SP-1-T 4
H *1-A ----*TV-2-T *SP-1-T 6
* Exist EQUIPMENT
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8 9
VEH-PED
A
3,8,8P 1 1
12CSC 6P 1 1
B
6,6P 1
8P 1
C
6,6P 1 1 1
8P 1 1 1
D
8,8P 1 1 1
6P 1 1 1
E
4,4P 1 1 1 1
6P 1 1 1 1
F
6,6P 1 1 1 1 1
4P 1 1 1 1 1
G
6,6P 1 1 1
4P 1 1 1
H
3,4,4P 1 1
6P 1 1
APS
TOTAL
8 4 1 3 2 1 1 2 1
3CSC 8 4 1 3 2 1 1 2 1
AWG Ckt
#8 Ltg 2 2 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1 1
12 SMFO 1
EVUC 3 1 1 1 1 1 1
LOOP DLC (TYPE B)
PHASE 3 2 2 2
PHASE 4
3 3
2(R)2(R)
2(N)2(N)
PHASE 6
6 1 1
2(N)1(N)1(N)
PHASE 8 4 4 4
TOTAL DLC
15 7 1 6 ---3 -
2(R)-------2(R)
4(N)1(N)1(N)-----2(N)
CONDUIT SIZE 2-4"3"3"3"3"3"3"3"3"
LEGEND (THIS SHEET ONLY):
NOTES (THIS SHEET ONLY):
(CITY STREET LOCATION 7)
SIGNAL AND LIGHTING "C" LINE1 1CA252D (CCTV)
426
JK9/29/20REVISION DATE DESCRIPTION
1 9/29/20
MAST ARM SIGN
ADDITIONAL SIGNAL
9/30/22
7 IS
SEE SIGN PLANS.
R61-22 (CA) (Mod) PER ES-7N, DETAIL "U".
1
71
7 1
2 12/15/21 AS-BUILT CONDITION
8
REINSTALL EXISTING CONDUCTORS.
LOWER Exist CONDUIT AS DIRECTED BY THE ENGINEER. 2
8
2
2 8
BC
2-2"C, PT
BC
2
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:45 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua023.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
"23RD" LINE
23RD St
SCALE 1"=20'
E-24
1
L St2
(23rd St AND L St EQUIPMENT REMOVAL)
AB
RC
RC
AB
RC
AB
O8 O8
O2
O2
O2P
O2
O8P
O2P
O4
O2O4O4
O2P
O4P
O4P
O2
O2P
R/W
R/W
R/W
R/W
O8
O4
PO8O4P
PO2
PO2
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
O2
O8P
RS
RS
RS
1
2
RS
AB
1
RR
AB
RC
Exist TYPE C SERVICE ON UTILITY POLE.
RC
AB
AB
RS
RC
AB
AB
AB
2
3
RC
RS
TO 24TH St AND L St
Exist 2"C, 1-12 SMFO
3
TO 2RD St AND M St
Exist 2"C, 1-12 SMFO
SHEET E-9
TO Exist Ltg PB SEE
4 Exist 1•"C, 2#8 (Ltg) TO REMAIN. SEE SHEET E-25.
4
5 RL Exist ROADWAY 1 LED Lum TO LMA AT Loc ON SHEET E-25.
Exist ROADWAY 1 LED Lum TO LMA AT Loc ON SHEET E-25.RL6
5
6
C
G
Sig CONDUIT No. 7 ON SHEET E-25. Exist CONDUIT.
Exist Sig CONDUCTORS. Exist 12 SMFO AND INSTALL IN NEW
LEGEND (THIS SHEET ONLY):
PROTECT IN PLACE Exist FIBER OPTIC CABLE AND CONDUIT.
(CITY STREET LOCATION 8)
SIGNAL AND LIGHTING
427
U
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:45 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua024.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
SCALE 1"=20'
E-25
1
L St2
(23rd St AND L St)
R/W
R/W
LIMIT LINE
185' TO
U
O2
O2
O2
R/W
O2O7O7O4O4
O4
O4P
O4P
O2P
O2P
O8 O8
O2
O2P
O2P
O8P
O8P
"23RD" LINE
23RD St LIMIT LINE185' TO LIMT LINE185' TO 2"C, 1 DLC
2"C, 1 DLC
3
7
6
5
4
2"C, 2 DLC
2"C, 2 DLC
O8
O2
4
2
CB
TYPE H SERVICE, 120/240 V
SP, PG&E
81
1
2"C, 2#8 (Ltg)
2"C, 2#6 (Sig)
2
3 O4&O7
3O2
3O8
O2
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
-
100 240 2 YES
YES
MAIN BREAKER
50 120 1 TRAFFIC SIGNAL
15 120 1 -
--
40 240 2 LIGHTING VNO
LIGHTING CONTROL
15 120 1 SPARE
ENCLOSURE WITH THE FOLLOWING BREAKERS:
TYPE III-AF 120/ 240 V 1 , 3-WIRE SERVICE EQUIPMENT
1
3 INSTALL EVUD PER ES-4E, DETAIL "B".
4
IS R3-18 PER ES-7N, DETAIL "U". SEE SIGN PLANS.
5 IS D3-1 (L STREET). SEE SIGN PLANS.
6 IS D3-1 (23RD STREET). SEE SIGN PLANS.
6
56(E)
DOWN TYPE.
1. ALL PEDESTRIAN SIGNAL HEADS TO BE LED COUNT
2I3U
2I3L
2I2L
2I2U
2J1U
2I4U
2I4L
2J1L
8J6U8J8U8J8L7J5U7J9L4I8L4I8U4I6L4I6UDETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
LEFT TURN LANE
THROUGH LANE
ON PLAN
IF SHOWN
TO 24TH St AND L St
Exist 2"C, 1-12 SMFO
Exist 2"C, 1-12 SMFO
6
6
6
6
BC TO 2RD St AND M St
Exist 2"C, 1-12 SMFO
2"C, 4 DLC, 2#8 (Ltg)
2#8 (Ltg)
2"C, 4 DLC,
STEADY DEMAND SEQUENCE
PHASE DIAGRAM
O8
O4
PO8O4PO2
PO2
PO2
O4P
O4
O7
NO
6
D
E
F
G
HA
B
C
(SERVICE)
2"C, 3#2
BY PG&E
CONDUCTORS
Exist 2"C,
2"C, 3#2 (SERVICE)
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A 24-4-100 35'12'ROADWAY 1 MAS,MAS SV-1-T SP-1-T 2 F=15'
B 1-A ----TV-1-T SP-1-T 4
C 15TS -12'ROADWAY 1 -SV-1-T SP-1-T 4
D 1-A ----TV-1-T SP-1-T 2
E 17-3-100 15'12'ROADWAY 1 MAS SV-1-T SP-1-T 2
F 1-A ----TV-1-T SP-1-T 8
G 26-4-100 40'12'ROADWAY 1 MAS,MAS SV-1-T SP-1-T 8 F=22'
H 1-A ----TV-2-T SP-1-T 2
Exist EQUIPMENT TO BE FROM SHEET E-24RL
3 6
3 4 6
3 5
LEGEND (THIS SHEET ONLY):
NOTES (THIS SHEET ONLY):
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8
VEH-PED
A
4,7,4P 1 1
12CSC 2P 1 1
B
2,2P 1
4P 1
C
2,2P 1 1
4P 1 1
D
4,4P 1 1 1
2P 1 1 1
E
8,8P 1 1 1 1
2P 1 1 1 1
F
2,2P 1 1 1
8P 1 1 1
G
2,2P 1 1
8P 1 1
H
7,8,8P 1 1 1
2P 1 1 1
APS
TOTAL
8 2 1 1 2 1 4 1
3CSC 8 2 1 1 2 1 4 1
AWG Ckt
#8 Ltg 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1
12 SMFO 1(E)1(E)
EVUC 3 1 1 2 1
LOOP DLC (TYPE B)
PHASE 2 8 2
PHASE 4 4 4 4
PHASE 7 2 2 2
PHASE 8 3 3 3
TOTAL DLC 17 8 6 --3 3 -
CONDUIT SIZE 2-4''3''3''3''3''3''3''3''
(E) = Exist
NOTE: ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED.
(CITY STREET LOCATION 8)
SIGNAL AND LIGHTING
SEE SHEET E-9
TO Ltg PB
SHEET E-9
TO Ltg PB SEE
2"C, 2#8 (Ltg-CITY)
7 PB PER PG&E REQUIREMENTS.
428
ES8/31/18REVISION DATE DESCRIPTION
8/31/2018
CONTRACTOR FURNISHED
CHANGED CITY FURNISHED TO
CONTRACTOR FURNISHED
CONTRACTOR FURNISHED
FURNISHED BBS CABINET AND BATTERIES.
BBS SYSTEM. CONTRACTOR
ASSEMBLY WITH MODEL 332L CABINET AND CITY FURNISHED
CITY FURNISHED 170E CONTROLLER
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:46 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua025.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
1
ASPH
FP
CONC
CONC ASPHASPH
SCALE 1"=20'
E-26
3
4
6
"24TH" LINE
24TH St
L St(24th St AND L St EQUIPMENT REMOVAL)
AB
RC
AB RC
Exist 2"C, 1 DLCRC
Exist 2"C, 1 DLCRC
RC
RC
385
AB
AB
AB
AB
AB
RC
AB
AB
RCO8P
O6P
O8P
O6P
O6
O6
O6
O6
O6
O8 O8O3
O3
O4 O4
O6P
O6
O4
O4P
O4P
O6P
RC
AB
RC
Exist 2"C, 1 DLCRC
AB
AB
AB
AB
R/W
R/WR/W
R/W
R/W
PO6
PO6 O8
O4
PO8O4P
O3
PO8
O8
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
LIMIT LINE185' TO LIMIT LINE185' TO LIMT LINE185' TO Exist 2"C, 1 DLC
1
SP, PG&E
TYPE H SERVICE, 120/240 V
U
O6
2
TO 24TH St AND L St
Exist 2"C, 1-12 SMFO
Exist 2"C, 1-12 SMFO
4
3
2
5
6
7
7
RC
RS
RS
1 RS
RS
RS
LEGEND (THIS SHEET ONLY):
Exist CCTV CAMERA TO Loc ON SHEET E-27.RL E
2 RRRC
3 RRRC
AB
4 RRRC
AB
5 RRRC
AB
6 RRRC
AB
7 RRRC
NEW Sig CONDUIT No. 3 ON SHEET E-27. Exist CONDUIT.
Exist Sig CONDUCTORS. Exist 24 SMFO AND CA 252D AND INSTALL IN
NEW Sig CONDUIT No. 9 ON SHEET E-27. Exist CONDUIT.
Exist Sig CONDUCTORS. Exist 24 SMFO AND CA 252D AND INSTALL IN
NEW Sig CONDUIT No. 8 ON SHEET E-27. Exist CONDUIT.
Exist Sig CONDUCTORS. Exist 24 SMFO AND INSTALL IN
NEW CONDUIT ON SHEET E-27. Exist CONDUIT.
Exist 2 DLC. Exist 24 SMFO AND INSTALL IN
Exist CONDUIT ON SHEET E-27.
Exist 2 DLC. Exist 24 SMFO AND INSTALL IN
Sig CONDUIT No. 2 ON SHEET E-27.
Exist Sig CONDUCTORS. Exist 24 SMFO AND CA 252D AND INSTALL IN
CC
AB
(CITY STREET LOCATION 9)
SIGNAL AND LIGHTING
AB
429
REVISION DATE DESCRIPTION
1
1
9/30/20
ESREMAIN TO MATCH REVISED WB LAYOUT
Exist EQUIPMENT AT SW CORNER TO 6/5/196/5/19
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:46 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua026.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
CONCSCALE 1"=20'
E-27
3
4
"24TH" LINE
24TH St
L St(24th St AND L St)
STEADY DEMAND SEQUENCE
PHASE DIAGRAM
1
2
3
8
6385
R/W
R/W
R/W
R/W
CC
7
5
2
TYPE H SERVICE, 120/240 V
SP, PG&E
U
Exist 3"C, 3#2 (SERVICE)
2
O6
O6
O6
O6P
O8P
O6P
O3
O8
O8PO6
O6
O6
O3
PO6
PO6 O8
O4
PO8O4P
O3
PO8
O8
O6
LIMT LINE185' TO Exist 2"C; ADD: 1 DLC
Exist 2"C; ADD: 1 DLC
Exist 2"C; ADD: 1 DLC LIMIT LINE185' TO LIMIT LINE185' TO
6J3L
3I5U8J8U3I5L8J8L4I7U4I8U4I7LO8
O8
2"C, 1 DLC
O6PO6PO4P4I6L
8J6U43
CB
CC
6
Exist 2"C; ADD: 1 DLC
6
6
6
4
1
Exist 2"C, 1-12 SMFO CABLE
TO 23RD St
Exist 2"C, 1-12 SMFO CABLE
6J3U
6J4L
6J4U
6I1U
6J2U
6J2L
2"C, 1 DLC
9
REINSTALL Exist 1-24 SMFO
Exist 2"C; ADD: 1 DLC,
REINSTALL Exist 1-24 SMFO
Exist 2"C; ADD: 1 DLC,
20 24TH St AND M St
Exist 2"C, 1-24 SMFO6
A B
C
D
E
F
GH
6
O4
8
7
REINSTALL Exist 1-24 SMFO
2"C, 1 DLC,
Exist 1•"C, 2#8 (Ltg), 1-24 SMFO
SEE SHEET E-9
1-24 SMFO TO 24TH St AND CHESTER Ave
Exist 1•"C, 2#8 (Ltg) TO 24TH St AND K ST,
1-24 SMFO, 1-12 SMFO
Exist 2"C, 2#8 (Ltg),
(CITY STREET LOCATION 9)
SIGNAL AND LIGHTING
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
430
REVISION DATE DESCRIPTION
TO MATCH REVISED WB LAYOUT
REVISED EQUIPMENT LOCATION 1
1
9/30/20
2#8 (Ltg)
Exist 3"C 2#6 (Sig),
Exist 2"C, 2#6 (Sig)
1-12 SMFO, 1-24 SMFO
Exist 2"C, 2#8 (Ltg),
(CCTV)
Exist 2"C, 2#6
(CCTV)
Exist 2"C, 1 CA252DESI
O4
O4
O4P
CB
1
56/5/196/5/19
12/15/212 AS-BUILT CONDITION
BY THE ENGINEER
Approx 120' EAST AS DIRECTED
EXTEND CC POINT FOR 2"C IC
2
J 2
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:47 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua027.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
E-28
(24th St AND L St)
1
3
2
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
-
-
100 240 2 YES
YES
YES
MAIN BREAKER
60 120 1 TRAFFIC SIGNAL
20 120 1
AMPERES VOLTS POLES NAMEPLATE METER PEC TYPE
-
V
-
100 240 2 YES
YES
YES
MAIN BREAKER
40 240 2
30 120 1
LIGHTING
SPARE
-YES201201
SPARE
LIGHTING CONTROL
NO SCALE
METER A:
METER B:
4
5
6
7
8
Exist D3-1 (ROUTE 178), INSTALL D3-1 (24TH STREET). SEE SIGN PLANS.RS
DETECTOR LOOP PLACEMENT DETAIL
NO SCALE
6"
LIMIT LINE
10'10'10'
10'15'
LEFT TURN LANE
THROUGH LANE
ON PLAN
IF SHOWN
(E) = Exist (CC) = NEW CONNECTED TO Exist
NOTE: ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED.
R73-2 (CA) PER ES-7N, DETAIL "U". SEE SIGN PLANS.IS
IS R3-1 PER ES-7N, DETAIL "U". SEE SIGN PLANS.
LEGEND (E-27 AND E-28 ONLY):
INSTALL CCTV CAMERA RELOCATED FROM SHEET E-26 PER ES-7R.
(CITY STREET LOCATION 9)
SIGNAL AND LIGHTING
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8 9
VEH-PED
A
6,6P 1
12CSC 1
B
4P 1
C
6,6P 1 1
4P 1 1
D
3,4,4P 1 1 1
6P 1 1 1
E
3,8,8P 1 1 1 1 1 1
6P 1 1 1 1 1 1
F
6,6P 1 1 1 1 1
8P 1 1 1 1 1
G
6,6P 1 1 1 1
8P 1 1 1 1
H
8,8P 1 1 1
6P 1 1 1
I
4,4P 1 1
6P 1 1
APS
TOTAL
8 2 1 5 4 3 2 1 -
3CSC 9 2 1 5 4 3 2 1 -
AWG Ckt
#8 Ltg 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1
12 SMFO 1(E)
24 SMFO 1(E)1(E)1(E)
CA252D (CCTV)1(E)1(E)1(E)
LOOP DLC (TYPE B)
PHASE 3 2 2 2
PHASE 4 4 4 4
PHASE 6 7 7 7 7 4
PHASE 8 3 3 3
TOTAL DLC 16 4 4 12 12 7 4 --
CONDUIT SIZE 2-4''3''3''4''3''3''3''3''3''
CONDUIT STATUS NEW NEW NEW NEW NEW NEW NEW
431
9/30/22
3 4 8
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A *61-5-100 60'15'*ROADWAY 1 *MAS,MAS *SV-1-T *SP-1-T --
B *PBA POST ------4
C 1-A ----TV-1-T SP-1-T 4
D 1-A ----TV-2-T SP-1-T 6
E 19-4-100 30'12'ROADWAY 1 MAS,MAS SV-1-T SP-1-T -
F 1-A ----TV-1-T SP-1-T 8
G 15TS -12'ROADWAY 1 -SV-1-T SP-1-T 8
H 1-A ----TV-1-T SP-1-T 6
I *17-3-100 20'12'*ROADWAY 1 *MAS *SV-1-T *SP-1-T 6
* Exist EQUIPMENT
Exist ExistES REVISION DATE DESCRIPTION
TO MATCH REVISED WB LAYOUT
REVISED EQUIPMENT LOCATION 1
1
1
1
Exist 2070 CONTROLLER ASSEMBLY AND BBS TO REMAIN.
ENCLOSURE WITH THE FOLLOWING BREAKERS TO REMAIN:
Exist TYPE III-CF SERVICE 120/ 240 V SERVICE EQUIPMENT
Exist CCTV CABINET TO REMAIN.
Exist R3-2 R3-18 PER ES-7N, DETAIL "U". SEE SIGN PLANS.RC IS
1
1
16/5/196/5/19
9 Exist POLE, FOUNDATION, AND MAST ARM TO REMAIN. PROVIDE MATERIALS TO CITY OF BAKERSFIELD.
2 AS-BUILT CONDITION
2
9
9
9
9
2
2
2
J ----1-B Mod 66--
-2
2
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:47 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua028.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
12/15/21
SCALE 1"=20'M St"23RD" LINE
23RD St
6395
"EB178" LINE
R/W
7
6
53
LIMIT LINE
160' TO
2
4
4
9
8
(1.706)
(1.702)
(1.708)
O2
O2
O2
O8
O8
O2
O4
O4O4
O2
(1.704)
R/W R/W
O4P
O2P
O2P
O8P
O2P
O2P
O4P
1
2 REPOSITION Exist MAGNETIC DETECTOR TO CENTER OF LANE.
3
2
2
2
R/W
8
26'10'
1'
TURN DETECTION
INSTALL FOR LEFT
DETECTOR LOOP PLACEMENT DETAIL
NO SCALE
LIMIT LINE
O8
O4
4
AS DIRECTED BY THE ENGINEER.
FURNISH AND INSTALL C11 WIRE HARNESS. MODIFY INPUT FILES
E-29
1
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:
2I2U
2I3U
2J1U
2J1L
2I4U
2I4L
8J8U8J8L8J7UAB
4J5L4J9L4I8U4I7UEB Rte 178
RS
3
SEE SHEET E-29
Exist 2"C, 1 SIC
R/W
R/W
O2
PO2
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
PO2 O8
O4
PO8O4P
1
RS Exist PBA AND INSTALL APS.6
RS7
Exist POLE AND SIGNAL EQUIPMENT TO REMAIN.8
5 FURNISH AND INSTALL WIRELESS MODEM.
763
TYPE H SERVICE, 120/240 V
Exist SP, PG&E
U
5
876
3 6 7 8
3 76 8
876
6 7 8
Exist 2"C, 3#2 (SERVICE)
SEE SHEET E-10 FOR Exist CB SCHEDULE
2#8 (Ltg)
Exist 3"C, 2#4 (Sig),
2#8 (SI - SEE SHEET E-10)
Exist 1•"C, 2#8 (Ltg)
6 7 8
6 7 8
SEE SHEET E-10
Exist 1•"C, 2#4 (Sig), 2#8 (Ltg & SI),
SMFO CABLE
Exist 2"C, 1-12
AND L St
SMFO TO 23RD St
Exist 2"C, 1-12
DOWN Ped SIGNAL MODULE IN Exist HOUSING.
Exist Ped SIGNAL MODULE. INSTALL LED COUNT
O8P
A
B
C
D E
F
G
H
Exist 200W HPS Lum, INSTALL 165W LED Lum ON LMA.
MODIFYING EXISTING ELECTRICAL SYSTEM
MODIFYING SIGNAL AND LIGHTING SYSTEM
LEGEND (THIS SHEET ONLY):
NOTES (THIS SHEET ONLY):
SHEET ED-1.
OUTFITTED WITH TAMPER RESISTANT COVERS PER DETAIL "B" ON
2. PULL BOXES BOTH NEW AND EXISTING TO REMAIN TO BE
1. ALL Exist DETECTOR LOOPS.
3
REMAIN IN PLACE. FURNISH AND INSTALL BBS CABINET AND BATTERIES.
INSTALL MODEL 2070 CONTROLLER UNIT. Exist 332 CABINET TO
DEPARTMENT WILL REMOVE Exist 170 CONTROLLER UNIT AND
2I3L
KEEP: 1 DLC
Exist 2"C, 2 DLC, RC
(N) = NEW (R) = RC
NOTE: ALL CONDUITS AND CONDUCTORS ARE Exist UNLESS OTHERWISE NOTED.
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8 9
VEH-PED
A
4,4P 1
12CSC 2P 1
B
2,2P 1 1
4P 1 1
C
2P 1 1
4P 1 1
D
4,4P 1 1 1 1 1 1
2P 1 1 1 1 1 1
E
8,8P 1 1 1 1 1
2P 1 1 1 1 1
F
2,2P 1 1 1 1
8P 1 1 1 1
G
2,2P 1 1 1
8P 1 1 1
H
4,8,8P 1 1
2P 1 1
APS
TOTAL
8 1 1 -1 2 3 4 5
3CSC 8 1 1 -1 2 3 4 5
AWG Ckt
#8 Ltg 2 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1 1
#4 Sig 2 2 2 2
SIC 1 1 1 1
12 SMFO 1 1
LOOP DLC (TYPE B)
PHASE 2
5 1 1
2(R)2(R)
2(N)
PHASE 4
2 2 2 2 2 2
2(N)2(N)2(N)2(N)2(N)2(N)
PHASE 8
1 1
2(N)2(N)
TOTAL DLC
8 1 1 -2 2 2 2 3
-2(R)2(R)------
6(N)---2(N)2(N)2(N)2(N)4(N)
CONDUIT SIZE 2-4''3''2''3''3''3''3''3''3''
POLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A *19-3-80 25'12'165W *MAT *SV-1-T *SP-1-T 2
B *1-A ----*TV-1-T *SP-1-T 4
C *15 -12'165W --*SP-1-T 4
D *1-A ----*TV-1-T *SP-1-T 2
E *17-2-80 20'12'165W *MAS *SV-1-T *SP-1-T 2
F *1-A ----*TV-1-T *SP-1-T 8
G *26-4-80 40'12'*165W *MAS,MAT *SV-1-T *SP-1-T 8
H *1-A ----*TV-2-T *SP-1-T 2
* Exist EQUIPMENT
3 6 7 8
876
876
876
3 6 7 8
3 6 7 8
6 7 8
6 7 8
432
(23rd St/EB Rte 178 AND M St)
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:48 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua029.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
SCALE 1"=20'
E-30
7
76
"24TH" LINE
24TH St
"W
178"
L
IN
EM StW
B
R
t
e 178R/WR/W
R/W
R/W
AB
AB
RC
AB
AB
AB
RC
AB
RC
RC
L
IM
IT
L
INE
2
46' T
O
L
IM
IT
L
INE
4
0
4' TO
RC
RS
AB
RC
AB
RS
AB
O8 O8
O8P
O6P
O6
O6
O6
O6
O6P
O4P
O4P
O6P
O6
O4 O4
O4
AB
AB
RC
RS
RC
AB
RS
AB
AB
O8
O8P
SEE SHEET E-27
Exist 2"C, 1 SIC
O6
PO6
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
PO6 O8
O4
PO8O4P
AB
AB
RC
AB
RC
AB
4
0
0
TYPE H SERVICE, 120/240 V
Exist SP, PG&E
Exist 3"C, 2#4 (Sig), 2#8 (Ltg)
AB
Exist 3"C, 1 SIC
1 SIC SEE SHEET E-10
Exist 1•"C, 2#8 (Ltg)
TO 24TH St AND L St
Exist 2"C, 1-24 SMFO
SEE SHEET E-10 FOR Exist CB SCHEDULE
MODIFYING EXISTING ELECTRICAL SYSTEMMODIFYING SIGNAL AND LIGHTING SYSTEM
(24th St/W B Rte 178 AND M St EQUIPMENT REMOVAL)
AB
AB
433
U
RS
RSJK REVISION DATE DESCRIPTION
TO MATCH REVISED WB LAYOUT
REVISED EQUIPMENT REMOVAL
RC
RC4/25/194/25/19
1
1
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:48 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua030.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
9/30/22
TTTTSCALE 1"=20'
E-31
7
76
"24TH" LINE
24TH St
"W
178" LIN
E
M StW
B
R
t
e 178(1.695)
O8 O8
O6P
O8P
O6
O6
O6
O6
O6P
O4P
O4
8400L
IM
IT
L
IN
E
1
9
8' TO
L
IM
IT
L
IN
E405' TO
(T)(E)
(T)(E)
(T)(E)
(T)(E)
2"C, 1 DLC
2"C, 1 DLC
2"C, 2 DLC
2"C, 2 DLC
SEE SHEET E-29
Exist 2"C, 1 SIC
CC
O6
O4 O4
O6
O6P
O4P
O8
O6P
O8P
5
6
2"C, 1 SIC
6
4
7
1
2
3
REMAIN IN PLACE.
INSTALL MODEL 2070 CONTROLLER UNIT. Exist 332 CABINET TO
DEPARTMENT WILL REMOVE Exist 170 CONTROLLER UNIT AND
AS DIRECTED BY THE ENGINEER.
FURNISH AND INSTALL C11 WIRE HARNESS. MODIFY INPUT FILES
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:
3
31
1
9
6
8
1.690
R/W
R/W
R/W4I7U4I8U 26'10'
1'
TURN DETECTION
INSTALL FOR LEFT
DETECTOR LOOP PLACEMENT DETAIL
NO SCALE
LIMIT LINE
8J8U8J7U8I5L8I9L6
I1U
6
I1L
6
J4U
6
J4L
6
J3L
6
J3U
6
I9U
6
J2L6J2U
RS
O6
PO6
STEADY DEMAND SEQUENCE
Exist PHASE DIAGRAM
PO6 O8
O4
PO8O4P
R/W
U
FURNISH AND INSTALL WIRELESS MODEM.4
Exist PBA AND INSTALL APS.RS5
6
Exist SP, PG&E
TYPE H SERVICE, 120/240 V
2 5 6
2
1 SIC SEE SHEET E-10
Exist 1•"C, 2#8 (Ltg)
SEE SHEET E-10 FOR Exist CB SCHEDULE
Exist 2"C, 3#2 (SERVICE)
5 6
4
R/W
200' BETWEEN PULL BOXES.
No. 5(T)(E) PULL BOX TO MAINTAIN MAXIMUM SPACING OF 7
7
7
DOWN Ped SIGNAL MODULE IN Exist HOUSING.
Exist Ped SIGNAL MODULE. INSTALL LED COUNT RS
8 IS D3-1 (24TH STREET). SEE SIGN PLANS.
8
BC
CB
Exist 3"C, 1 SIC
Exist 3"C, 2#4 (Sig), 2#8 (Ltg)
1 SIC
2#8 (Ltg),
3"C, 2#4 (Sig),
6TO 24TH St AND L St
Exist 2"C, 1-24 SMFO
"B" ON SHEET ED-1.
OUTFITTED WITH TAMPER RESISTANT COVERS PER DETAIL
1. PULL BOXES BOTH NEW AND EXISTING TO REMAIN TO BE
(E) = Exist
NOTED OTHERWISE.
NOTE: ALL CONDUITS AND CONDUCTORS IN THIS SCHEDULE ARE NEW UNLESS
Exist 200W HPS Lum, INSTALL 165W LED Lum ON LMA.
F
D
C
B
A
H
G
MODIFYING EXISTING ELECTRICAL SYSTEM
MODIFYING SIGNAL AND LIGHTING SYSTEM
(24th St/W B Rte 178 AND M St)
LEGEND (THIS SHEET ONLY):
NOTES (THIS SHEET ONLY):
E
1.675
CONDUCTOR AND CONDUIT SCHEDULE
CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loc PHASE 1 2 3 4 5 6 7 8 9
VEH-PED
A
8,8P 1 1
12CSC 6P 1 1
B
6,6P 1 1 1
8P 1 1 1
C
6,6P 1 1 1 1
8P 1 1 1 1
D
8,8P 1 1 1 1 1
6P 1 1 1 1 1
E
4,4P 1 1 1 1 1 1
6P 1 1 1 1 1 1
F
6,6P 1 1 1 1 1 1 1
4P 1 1 1 1 1 1 1
G
6,6P 1 1 1 1
4P 1 1 1 1
H
4,4P 1 1 1
6P 1 1 1
APS
TOTAL
8 8 5 4 3 2 1 1 2
3CSC 8 8 5 4 3 2 1 1 2
AWG Ckt
#8 Ltg 2 2 2 2 2 2
#8 G 1 1 1 1 1 1 1 1 1
#4 Sig 2 2 2
SIC 2(E)2(E)2(E)1(E)1(E)
12 SMFO 1(E)
24 SMFO 1(E)1(E)1(E)
LOOP DLC (TYPE B)
PHASE 4 2 2 2
PHASE 6 9 9 9 5
PHASE 8 4 4 4 4 4
TOTAL DLC 15 15 13 9 4 ---2
CONDUIT SIZE 2-4''3''2''3''3''3''3''3''3''
CONDUIT STATUS Exist Exist NEW NEW NEW NEW NEW Exist Exist
434
2 5 6
5 6
JKPOLE AND EQUIPMENT SCHEDULE
Loc
STANDARD MAST ARMS Lum SIGNAL MOUNTING APS
SPECIAL REQUIREMENTS
TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW
A *19-2-80 25'12'165W *MAT *SV-1-T *SP-1-T 6
B *1-A ----*TV-1-T *SP-1-T 8
C 15TS -12'165W -SV-1-T SP-1-T 8
D 1-A ----TV-1-T SP-1-T 6
E 17-3-100 15'12'165W MAS SV-1-T SP-1-T 6
F 1-A ----TV-1-T SP-1-T 4
G 45'12'165W *MAS,MAT 4
H *1-A ----6
* Exist EQUIPMENT
REVISION DATE DESCRIPTION
1.670
LOCATION TO MATCH REVISED WB LAYOUT
REVISED EQUIPMENT AND EQUIPMENT 6/26/196/26/191
1
*SV-1-T *SP-1-T
*TV-1-T *SP-1-T
*19-3-80 2 5 6
5 6
5 6
625
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:49 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua031.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
9/30/22
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ASPHA
SPH
ASPHASPH
ASPHASPH
ASPHASPHTRAILER
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC Q STASPHSASASASALTNNTLLLTTNNFOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
WB ROUTE 178
EB ROUTE 178
"W
178"
L
IN
E
"E178" LINE O StO StQ St24TH St FRONTAGE Rd
23RD St FRONTAGE Rd
R
/W
R/W
R
/W
R/W
SCALE: 1" = 50'
E-32
1
AB
AB
RC
1
2
4
MODIFYING EXISTING ELECTRICAL SYSTEM
LEGEND (THIS SHEET ONLY):
PB WITH TAMPER RESISTANT COVER PER DETAIL "C" ON SHEET ED-1.
RC
VEHICLE CLASSIFICATION STATION
RS Exist PORTABLE TRAFFIC COUNTER.
2
2
3 334L VCS CABINET WITH ATC, WIRELESS MODEM, AND 2070 CONTROLLER.
6(E)
3
4
1
1
3
4
4
2
4
CB SEE SHEET E-10
DETAILS ON SHEET ED-4.
LOOP DETECTORS, PIEZOELECTRIC AXLE SENSORS, AND PULL BOX PER
3"C, 2#8 (VCS)
2
3
4 3"C, 8 DLC, 4 STC
3"C, 16 DLC, 8 STC
2-3"C, 2#8 (VCS), 16 DLC, 8 STC
435
400
405
6
7
8
9
1
2
3
4
400
405
789
1
2
3
4
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:49 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua032.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHASPHDIRTASPHASPHFOFOFOSEE BELOW LEFTMATCH LINE "WB2" Sta 316+00R/W
R/W
R/W R/W
24TH St "WBL" LINE
"EBL" LINEKern River1
1
AB
"EB2" LINE
"WB2" LINE
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
SCALE: 1" = 50'
E-33
INTERCONNECTION CONDUIT AND CABLE
SEE SHEET E-2
SEE SHEET E-2
SEE SHEET E-2
SEE SHEET E-2
SEE SHEET E-2
SEE SHEET E-2
(E)
1
1
(E)
3"C, 1 SIC
SEE ABOVE RIGHTMATCH LINE "WB2" Sta 316+00SEE SHEET E-11
TO Exist Sig PB
AB
1
Sig PB SEE SHEET E-12
R/W
R/W
Sig CONTROLLER SEE SHEET E-12
Sig CONDUITS SEE SHEET E-12
SHEET E-12
Sig PB SEE
Sig CONDUIT SEE SHEET E-12
436
7
8
9
7
8
9101
7
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:50 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua033.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
STOPFOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
SCALE: 1" = 20'PINE St24TH St
"WB" LINE
R/WR/W
R/WR/W
ELECTRIC SERVICE FOR IRRIGATION
98
436A
1
SEE SHEET E-14
123
ICC (SEE IRRIGATION PLANS)
BP (SEE IRRIGATION PLANS)
SEE SHEET E-14 1
2
3
3"C, 2#10 (ICC), 2#4 (BP)
2"C, 2#10 (ICC)
3"C, 2#4 (BP)
E-34
340
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESAPPROVED FOR ELECTRICAL WORK ONLY
SIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:50 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxua034.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ED-1
NO SCALE
NOTES:
GROUT
CRUSHED ROCK SUMP
TO PB COVER
GROUND WIRE
AROUND PB
12" Min PCC ALL
GROUT
CONDUIT (Qty, TYPE AND PLACEMENT Var BY Loc)
DETAIL "C"18"PB EXTENSION
NATIVE SOIL
TO PB COVER
GROUND WIRE
AROUND PB
12" Min PCC ALL
DETAIL "A"18"No. 5(T) PULL BOX ON Exist EXTENSION
(Var BY Loc)
NATIVE SOIL OR PCC
(Qty, TYPE AND PLACEMENT Var BY Loc)
Exist CONDUIT
Exist CRUSHED ROCK SUMP
(Var BY Loc)
Exist PB EXTENSION
Exist GROUT
TO PB COVER
GROUND WIRE
Exist GROUT
Exist GROUT
(Var BY Loc)
Exist PB EXTENSION
Exist CRUSHED ROCK SUMP
(Qty, TYPE AND PLACEMENT Var BY Loc)
Exist CONDUIT
Exist PB
NATIVE SOIL
Exist PCC
DETAIL "B"
GROUT
GROUT
AND Exist EXTENSION
COMPLETELY AROUND PB
WRAP ROOFING PAPER
MANUFACTURER
NOT SHOWN VARIES BY
LOCKING MECHANISM
(PULL BOX DETAILS)
ELECTRICAL SYSTEMS DETAILS
TAMPER RESISTANT COVER ON Exist PULL BOX
RESISTANT COVER MUST BE FLUSH WITH PB.
GALVANIZED AFTER FABRICATION. TAMPER
‰" Min STEEL LOCKING PLATE COVER,
MANUFACTURER
NOT SHOWN VARIES BY
LOCKING MECHANISM
AND 2 IN THE MIDDLE OF THE LONGEST SIDES.
ANCHORS. 6 CONCRETE ANCHORS MUST BE INCLUDED FOR EACH PB. 4 PLACED IN THE CORNERS
4. FOR DETAIL "A" FRAME MUST BE ANCHORED TO THE PB WITH ‚" x 2•" CONCRETE
3. FOR DETAILS "A" AND "C" FURNISH AND INSTALL …" -16 COURSE THREAD PENTA HEAD HOLD-DOWN BOLTS.
2. FOR DETAIL "A" ADJUST PB TO FINISHED GRADE.
1. MODIFIED PB DETAILS. SEE STANDARD PLANS FOR DETAILS NOT SHOWN.
SEE NOTE 4
RESISTANT COVER MUST BE FLUSH WITH PB.
GALVANIZED AFTER FABRICATION. TAMPER
‰" Min STEEL LOCKING PLATE COVER,
TAMPER RESISTANT COVER AND PULL BOX
43706Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:51 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
.
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ED-2
NO SCALE
3"C, TYPE 3 CONDUIT
SECTION A-A
PCC FILL FOR PCC SURFACED ROADWAYS
SURFACED ROADWAYS
DEPTH1'-0"PCC FILL WITH TOP 2" AC FILL FOR AC
CURB LINECURB LINECONDUIT
NO. 5(E) PB No. 5(E) PB
PLAN
3"C, TYPE 3
CONDUIT
A
A
•
INSTALLATION DETAILS
..
.
.
...
..
.
..
.
.
ROADWAY
SPLICE
MAGNETIC VEHICLE DETECTOR
NO.5(E) PB
ELEVATION
TWO CONDUCTOR CABLE FURNISHED
WITH EACH DETECTOR PROBE
3"C, TYPE 3 CONDUIT PITCHED
TO DRAIN INTO PB
MAGNETIC DETECTOR PROBE
LOCATED AT THE CENTERLINES
OF APPROACH LANE
LEAD-IN-CABLE
(MAGNETIC VEHICLE DETECTOR)
ELECTRICAL SYSTEMS DETAILS
43806Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:51 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ED-3
NO SCALE
(TYPE 1-B MODIFIED PEDESTRIAN PUSH BUTTON POST)3'-4"ELEVATION
RAIN TIGHT CAP
PROVIDE REMOVABLE
1'-6"5'-7" FOR APS APPLICATIONS4'-7" FOR PBA APPLICATIONS1'-6"
FG
RSP
ES-7N
Det A
A A
1‚" BASE PLATE SEE
RSP
ES-7B
Det A-4
(THREAD BOTH ENDS †")
Galv STEEL PIPE OR CONDUIT
4 NPS STANDARD
SECTION A-A1'-6"1'-6"
1‚" BASE PLATE SEE
RSP
ES-7B
Det A-4
TYPE 1-B (Mod) PEDESTRIAN PUSH BUTTON POST
WASHERS EACH. 4 Tot
THREAD 6" WITH 2 NUTS AND 2
ƒ" X 1'-6" ANCHOR BOLTS
ELECTRICAL SYSTEMS DETAILS
43906Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:52 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ED-4
NO SCALE
ELECTRICAL SYSTEMS DETAILS
(PIEZO-ELECTRIC SENSOR INSTALLATION)1"2"PAVEMENT SURFACE
EPOXY GROUT
2"14°(NO TWISTS)
LEVEL
ƒ"
SECTION A-A
SENSOR
PIEZO AXLE
EPOXY GROUT
ALTERNATING (9 TOTAL)
HOLES AT 14° SPACED AT 12"
•" DIAMETER BY 2" DEPTH
6" (17 TOTAL)
BRACKETS SPACED AT
STC
A
ASLOT
ƒ" SAW
SENSOR
PIEZO AXLE
8'
„"
12"
6" (17 TOTAL)
BRACKETS SPACED AT 6"
ALTERNATING (7 TOTAL)
HOLES AT 14° SPACED AT 12"
•" DIAMETER BY 2" DEPTH
INWARD AT BOTH ENDS
HOLES AT 14° DIRECTED
•" DIAMETER BY 2" DEPTH
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.
.
•" HEX NUT
EXTENSION
ƒ" FLAT WASHER
AND ~7" TOTAL LENGTH
•" EYEBOLT WITH 2" EYE
SENSOR DESIGNATION
INDUCTIVE LOOP DETECTOR
DIRECTION OF TRAFFIC
E - EASTBOUND
N - NORTHBOUND
, W - WESTBOUND
, S - SOUTHBOUND
2 - LEAVING
1 - ENTERING
1 - FIRST LANE FROM LEFT
2 - SECOND LANE
DIRECTION OF TRAFFIC
2 - SECOND LANE
1 - FIRST LANE FROM LEFT
E - EASTBOUND, W - WESTBOUND
N - NORTHBOUND, S - SOUTHBOUND
N-P-1-1
1 - FOR ALL PIEZO AXLE SENSORS
TYPE A LOOPS
TYPE A LOOPS
20'
20'
PIEZO AXLE SENSOR INSTALLATION
DETAIL "A" - TOP VIEW
PAVEMENT SURFACE
PULL BOX EYE BOLT DETAIL
DETAIL "C"
DIRECTION OF TRAFFIC
N-1-2
LANE NUMBER
PIEZO AXLE SENSOR DESIGNATION
PIEZO AXLE SENSOR
DIRECTION OF TRAFFIC
LANE NUMBER
DETAIL "B"
PLACEMENT AND DESIGNATION
LOOP DETECTOR AND PIEZOELECTRIC AXLE SENSOR
LANES
W-2-2
W-1-2
W-P-2-1
W-2-1
W-P-1-1
W-1-1
12"
PIEZO AXLE SENSOR (Typ)
LANES
E-2-1
E-P-2-1
E-P-1-1
12"
E-2-2
E-1-2
MEDIAN
E-1-1
WB
EBO.
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.
44006Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:52 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ED-5
NO SCALE
ELECTRICAL SYSTEMS DETAILS
(CITY ELECTRICAL)
44106Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:44:53 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ED-6
NO SCALE
ELECTRICAL SYSTEMS DETAILS
(CITY ELECTRICAL)
44206Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:47:35 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ED-7
NO SCALE
ELECTRICAL SYSTEMS DETAILS
(CITY ELECTRICAL)
44306Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:43 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ED-8
NO SCALE
ELECTRICAL SYSTEMS DETAILS
(CITY ELECTRICAL)
FUSES: TRM20
44406Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:59 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
ED-9
NO SCALE
ELECTRICAL SYSTEMS DETAILS
(CITY ELECTRICAL)
44506Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:53:55 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
NO SCALE
ELECTRICAL SYSTEMS DETAILS
(CITY ELECTRICAL)
ED-10
44606Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/18
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:56:11 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxub010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
EQ-1
NOTE:
AND SPECIFICATIONS TO DETERMINE ALL MATERIALS NEEDED FOR EACH SYSTEM.
ELECTRICAL SYSTEM QUANTITY TABLES SUMMARIZE SIGNIFICANT COMPONENTS. SEE ELECTRICAL SYSTEMS PLANS
ELECTRICAL SYSTEMS QUANTITIES
No.
SHEET
CONDUCTOR
COPPER
No. 8
2"C TYPE 3 3"C TYPE 3 SIC ISL 165W Lum 235W Lum
PB
No. 5(T)
PB COVER
RESISTANT
TAMPER
LF LF LF LF EA EA EA EA EA EA
E-2 ---1,021 2 ---1 1
E-10 1,550 349 360 --5 4 1 2 25
TOTAL 1,550 349 360 1,021 2 5 4 1 2 26
No.
SHEET
CONDUCTOR
COPPER
No. 2
CONDUCTOR
COPPER
No. 6
CONDUCTOR
COPPER
No. 8
TYPE 3
2"C
TYPE 3
3"C
Lum
CITY
TYPE D
Lum
CITY
TYPE A
Lum
CITY
TYPE B
CABINET
SERVICE
III BF
TYPE
PB
No.3 1/2
No.9 PB PB
PG&E
LF LF LF LF LF EA EA EA EA EA EA EA EA
E-3 --316 105 -1 1 ----1 -
E-4 -715 -179 -1 1 ---2 --
E-5 -4,310 3,382 1,080 -11 4 ----
E-6 58 -4,621 1,391 19 8 3 -1 --
E-7 530 4,538 6,231 2,815 177 14 1 1 1 -1
E-8 --2,930 977 -2 2 ---12 --
E-9 --1,786 754 ------9 --
TOTAL 588 9,563 19,265 7,301 196 8 1 2 1 1
No.
SHEET CONDUCTOR
No. 2
CONDUCTOR
No. 6
CONDUCTOR
No. 8
3
2" C TYPE
3
3" C TYPE
3
4" C TYPE
CABLE
3 CSC
CABLE
12 CSC
DLC TYPE B EVUC SIC VCH
CABLE
SMFO
12
LOOP
DETECTOR
TYPE E
LOOP
DETECTOR
TYPE D
CABINET
SERVICE
TYPE III A
LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA
E-12 81 1,286 2,498 712 28 733 853 1,671 5,531 640 128 7 340 50 20 1 1 1
MAS
HEAD TYPE
SIGNAL
MAS-4C
HEAD TYPE
SIGNAL
SV-1-T
HEAD TYPE
SIGNAL
SV-2-TA
HEAD TYPE
SIGNAL
TV-2-T
HEAD TYPE
SIGNAL
SP-1-T
HEAD TYPE
SIGNAL
PEDESTRIAN
26-4-100
TYPE
STANDARD
SIGNAL
61-5-100
TYPE
STANDARD
SIGNAL
TYPE 1-A
STANDARD
SIGNAL
TYPE 15TS
STANDARD
SIGNAL
16-3-100
TYPE
STANDARD
SIGNAL
PB
No. 5
PB
No. 6
PB
No. 6(E)
PB
No. 5(T)No. 9A PB Rdwy 1 LED
EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA
10 1 4 2 2 6 2 2 2 2 1 5 7 1 2 2 5
No.
SHEET B
DLC TYPE
LOOP
DETECTOR
TYPE E
LOOP
DETECTOR
TYPE D
PB
No. 5
1/2 PB
No. 3
APS
MODULE
SIGNAL
DOWN PED
LED COUNT
LF EA EA EA EA EA EA
E-16 757 23 9 1 1 8 8
No.
SHEET
CABLE (6-PAIR)
INTERCONNECT
SIGNAL
CONDUCTOR
COPPER
No. 8
TYPE 3
3"C
LF LF LF
MODIFYING EXISTING ELECTRICAL SYSTEM
LIGHTING (CITY STREET)
PEDESTRIAN HYBRID BEACON SYSTEM
SIGNAL AND LIGHTING (CITY STREET LOCATION 2)
INTERCONNECTION CONDUIT AND CABLE
SIGNAL AND LIGHTING (CITY STREET LOCATION 1)
No.
SHEET 3
2" C TYPE
3
3" C TYPE
3
4" C TYPE
CONDUCTOR
No. 2
CONDUCTOR
No. 6
CONDUCTOR
No. 8
CABLE
3CSC
CABLE
9CSC
27-4-100
TYPE
STANDARD
SIGNAL
CAT5E
LF LF LF LF LF LF LF LF LF EA EA EA
E-14 6 462 308 318 26 24 529 627 6 4 1 2
447
E-33 1600 400 400
(Mod)
MAS-4A
TYPE
SIGNAL HEAD
26-4-100
TYPE
STANDARD
SIGNAL
TYPE 15TS
STANDARD
SIGNAL
TYPE 1-A
STANDRAD
SIGNAL
(Mod)
SV-1-T
TYPE
HEAD
SIGNAL
(Mod)
TV-1-T
HEAD
SIGNAL
CABINET
SERVICE
A
TYPE-III
RADIO
BROADBAND
WIRELESS
PPB No. 5 PB
EA EA EA EA EA EA EA EA EA EA EA
1 1 2 1 3 4 2 7 1 1 1
WITH BBS
ASSEMBLY
CONTROLLER
170E
SP-1-T
TYPE
HEAD
SIGNAL
PEDESTRIAN
EA
1
PB
No. 6(E)
LUM
165W LED
No. 5 PB
EA
-
2
2
EA
-
1
1
ELECTROLIER
TYPE 30
ELECTROLIER
TYPE 15D
ELECTROLIER
CITY
TYPE 15
15
ELECTROLIER
CITY
TYPE 15D
EA
-
-
-
-
-
-
1
1
EA
2
PB
No. 5(E)
VAULT
SPLICE
OPTIC
CITY FIBER
35
EA
(Mod)
TYPE 1-B
STANDARD
SIGNAL
1
8
5
34
21
13
24
81
BBS
ASSEMBLY WITH
170E CONTROLLER
No.
SHEET
CONDUCTOR
COPPER
No. 10
LF
E-34
ELECTRIC SERVICE FOR IRRIGATION
LF
CONDUCTOR
COPPER
No. 4
LF LF
3"C TYPE 3 2"C TYPE 3 No. 5 PB
EA
2
EA
2
(Mod)
TYPE 1-B
STANDARD
SIGNAL
155 10530354
REVISION DATE DESCRIPTION
1 12/15/21 AS-BUILT CONDITION
1
THE RED-LINED CLOUDS THIS SHEET SHALL BE CONSTRUCTED PURSUANT TO CALTRANS 2006 STANDARD PLANS AND SPECIFICATIONS.
ALL SIGNAL AND STREET LIGHTING POLES, FOUNDATIONS (INCLUDING ANCHOR BOLTS) AND MAST ARMS INCLUDED WITHIN
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/22
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:58:27 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxuc001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
EQ-2
NOTE:
AND SPECIFICATIONS TO DETERMINE ALL MATERIALS NEEDED FOR EACH SYSTEM.
ELECTRICAL SYSTEM QUANTITY TABLES SUMMARIZE SIGNIFICANT COMPONENTS. SEE ELECTRICAL SYSTEMS PLANS
ELECTRICAL SYSTEMS QUANTITIES
No.
SHEET CONDUCTOR
No. 2
CONDUCTOR
No. 6
CONDUCTOR
No. 8
CABLE
3 CSC
CABLE
12 CSC
CABLE
12 SMFO
LOOP
DETECTOR
TYPE E
LOOP
DETECTOR
TYPE D
CABINET
SERVICE
TYPE III A
SYSTEM
WITH BBS
ASSEMBLY
CONTROLLER
170E
TYPE MAS
SIGNAL HEAD
TYPE SV-1-T
SIGNAL HEAD
TV-1-T
HEAD TYPE
SIGNAL
TV-2-T
HEAD TYPE
SIGNAL
TYPE SP-1-T
SIGNAL HEAD
PEDESTRIAN
26-4-100
TYPE
STANDARD
SIGNAL
19-4-100
TYPE
STANDARD
SIGNAL
TYPE 16-2-100
STANDARD
SIGNAL
TYPE 1-A
STANDARD
SIGNAL
TYPE 15TS
STANDARD
SIGNAL
No.
SHEET CONDUCTOR
No. 2
CONDUCTOR
No. 6
CONDUCTOR
No. 8
3
4" C TYPE
CABLE
3 CSC
CABLE
12 CSC
B
DLC TYPE
CABLE
12 SMFO
LOOP
DETECTOR
TYPE E
LOOP
DETECTOR
TYPE D
CABINET
SERVICE
TYPE-III A
BBS SYSTEM
ASSEMBLY WITH
CONTROLLER
170E
TYPE MAS
SIGNAL HEAD
TYPE SV-1-T
SIGNAL HEAD
TYPE TV-1-T
SIGNAL HEAD
TV-2-T
HEAD TYPE
SIGNAL
TYPE SP-1-T
SIGNAL HEAD
PEDESTRIAN
26-4-100
TYPE
STANDARD
SIGNAL
19-4-100
TYPE
STANDARD
SIGNAL
17-3-100
TYPE
STANDARD
SIGNAL
TYPE 1-A
STANDARD
SIGNAL
15TS
TYPE
STANDARD
SIGNAL
No.
SHEET CONDUCTOR
No. 8
CONDUCTOR
No. 10
LOOP
DETECTOR
TYPE E
LOOP
DETECTOR
TYPE D
SIGNAL MODULE
DOWN PED
LED COUNT
No.
SHEET CONDUCTOR
No. 8
LOOP
DETECTOR
TYPE E
LOOP
DETECTOR
TYPE D
SIGNAL MODULE
DOWN PED
LED COUNT
SIGNAL AND LIGHTING (CITY STREET LOCATION 3)
SIGNAL AND LIGHTING (CITY STREET LOCATION 4)
SIGNAL AND LIGHTING (CITY STREET LOCATION 5)
SIGNAL AND LIGHTING (CITY STREET LOCATION 6)SIGNAL AND LIGHTING (CITY STREET LOCATION 7)
448
No.
SHEET CONDUCTOR
No. 8
B
DLC TYPE
DETECTOR LOOP
TYPE E
DETECTOR LOOP
TYPE D
APS
SIGNAL MODULE
DOWN PED
LED COUNT
RADIO
BROADBAND
WIRELESS
LF LF EA EA EA EA EA
E-17 722 664 23 9 8 8 1
CA252D
REVISION DATE DESCRIPTION
1 12/15/21 AS-BUILT CONDITION
THE RED-LINED CLOUDS THIS SHEET SHALL BE CONSTRUCTED PURSUANT TO CALTRANS 2006 STANDARD PLANS AND SPECIFICATIONS.
ALL SIGNAL AND STREET LIGHTING POLES, FOUNDATIONS (INCLUDING ANCHOR BOLTS) AND MAST ARMS INCLUDED WITHIN
1
2" C TYPE 3 3" C TYPE 3 4" C TYPE 3 EVUC DLC TYPE B
LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA
E-19 447 93 1,683 518 332 8 885 885 378 2,305 137 5 20 8 1
No. 5 PB No. 6 PB No. 6(E) PB Rdwy 1 LED
EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA
1 5 4 3 1 8 1 1 1 4 1 6 5 1 2
2" C TYPE 3 3" C TYPE 3 EVUC
LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA
E-21 387 21 1,741 647 263 10 691 691 1,737 282 10 18 7 1 1
No. 5 PB No. 6 PB No. 6(E) PB Rdwy 1 LED
EA EA EA EA EA EA EA EA EA EA EA EA EA EA
5 4 3 1 8 1 1 1 4 1 5 5 1 2
DLC TYPE B APS
LF LF LF EA EA EA EA
E-22 401 30 1,117 23 9 8 8
DLC TYPE B EVUC APS
LF LF LF EA EA EA EA
E-23 281 754 75 24 10 8 8
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/22
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:58:28 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxuc002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
EQ-3
NOTE:
AND SPECIFICATIONS TO DETERMINE ALL MATERIALS NEEDED FOR EACH SYSTEM.
ELECTRICAL SYSTEM QUANTITY TABLES SUMMARIZE SIGNIFICANT COMPONENTS. SEE ELECTRICAL SYSTEMS PLANS
ELECTRICAL SYSTEMS QUANTITIES
No.
SHEET
CONDUCTOR
No. 2
CONDUCTOR
No. 6
CONDUCTOR
No. 8
3
4" C TYPE
CABLE
3 CSC
CABLE
12 CSC
B
DLC TYPE
LOOP
DETECTOR
TYPE E
LOOP
DETECTOR
TYPE D
CABINET
SERVICE
TYPE-III A
WITH BBS
ASSEMBLY
CONTROLLER
170E
TYPE MAS
SIGNAL HEAD
TYPE SV-1-T
SIGNAL HEAD
TYPE TV-1-T
SIGNAL HEAD
TV-2-T
HEAD TYPE
SIGNAL
SP-1-T
HEAD TYPE
SIGNAL
PEDESTRIAN
26-4-100
TYPE
STANDARD
SIGNAL
17-3-100
TYPE
STANDARD
SIGNAL
TYPE 1-A
STANDARD
SIGNAL
15TS
TYPE
STANDARD
SIGNAL
24-4-100
TYPE
STANDARD
SIGNAL
No.
SHEET CONDUCTOR
No. 8
CABLE
12 SMFO
LOOP
DETECTOR
TYPE E
LOOP
DETECTOR
TYPE D
TYPE MAS
SIGNAL HEAD
TYPE SV-1-T
SIGNAL HEAD
TYPE TV-1-T
SIGNAL HEAD
TYPE TV-2-T
SIGNAL HEAD
TYPE SP-1-T
SIGNAL HEAD
PEDESTRIAN
TYPE 1-A
STANDARD
SIGNAL
(MOD)
TYPE 1-B
STANDARD
SIGNAL
TYPE 15TS
STANDARD
SIGNAL
19-4-100
TYPE
STANDARD
SIGNAL
17-3-100
TYPE
STANDARD
SIGNAL
No.
SHEET TYPE B
DLC
LOOP
DETECTOR
TYPE A
LOOP
DETECTOR
TYPE D
DETECTOR
MAGNETIC
HARNESS
C11 WIRE
MODEM
WIRELESS
MODULE
SIGNAL
DOWN PED
LED COUNT
No.
SHEET CONDUCTOR
No. 4
CONDUCTOR
No. 8
3
3" C TYPE
3
4" C TYPE
CABLE
3 CSC
CABLE
12 CSC
B
DLC TYPE
(6-PAIR)
SIC
LOOP
DETECTOR
TYPE A
LOOP
DETECTOR
TYPE D
DETECTOR
MAGNETIC
TYPE MAT
SIGNAL HEAD
MAS
HEAD TYPE
SIGNAL
TYPE TV-1-T
SIGNAL HEAD
TYPE SV-1-T
SIGNAL HEAD
TYPE SP-1-T
SIGNAL HEAD
PEDESTRIAN
17-3-100
TYPE
STANDARD
SIGNAL
TYPE 1-A
STANDARD
SIGNAL
TYPE 15TS
STANDARD
SIGNAL
PB
No. 5(T)(E)
LAMP
165W LED
HARNESS
C11 WIRE
MODEM
WIRELESS
MODULE
SIGNAL
DOWN PED
LED COUNT
SIGNAL AND LIGHTING (CITY STREET LOCATION 8)
SIGNAL AND LIGHTING (CITY STREET LOCATION 9)
MODIFYING EXISTING ELECTRICAL SYSTEM
MODIFYING EXISTING ELECTRICAL SYSTEM
449
2" C TYPE 3 3" C TYPE 3 EVUC
LF LF LF LF LF LF LF LF LF LF EA EA EA EA
E-25 366 36 1,857 682 319 8 770 770 2,280 314 22 9 1 1
No. 5 PB No. 6 PB No. 6(E) PB Rdwy 1 LED
EA EA EA EA EA EA EA EA EA EA EA EA EA EA
5 4 3 1 8 1 1 4 1 1 6 4 1 2
2" C TYPE 3 3" C TYPE 3 3 CSC CABLE 12 CSC CABLE DLC TYPE B No. 5 PB No. 6 PB APS Rdwy 1 LED
LF LF LF LF LF LF LF EA EA EA EA EA EA
E-27 1,385 594 375 805 805 2,555 76 19 9 4 4 8 3
EA EA EA EA EA EA EA EA EA EA
4 3 3 1 7 4 1 1 1 1
165W LED APS
LF EA EA EA EA EA EA EA EA
E-29 616 8 8 1 3 1 1 8 8
2" C TYPE 3 SIC (6-PAIR)
LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA
E-31 112 1,513 401 391 3 1,058 1,058 2,168 28 28 9 8 9 1 1
No. 5 PB No. 6 PB APS
EA EA EA EA EA EA EA EA EA EA EA EA EA EA
2 2 4 1 2 1 2 3 4 4 1 1 4 4
SHEET No.CONDUCTOR
COPPER
No. 8
3"C TYPE 3 TYPE B DLC STC
CABINET
SERVICE
334L VCS
No. 5 PB.No. 6 (E) PB
PB COVER
RESISTANT
TAMPER
LF LF LF LF EA EA EA EA EA
E-32 320 517 6,758 2,599 1 16 2 1 3
MODIFYING EXISTING ELECTRICAL SYSTEM
SENSORS
PIEZOELECTRIC
Type A
CONSTRUCTED PURSUANT TO CALTRANS 2006 STANDARD PLANS AND SPECIFICATIONS.
AND MAST ARMS INCLUDED WITHIN THE RED-LINED CLOUDS THIS SHEET SHALL BE
ALL SIGNAL AND STREET LIGHTING POLES, FOUNDATIONS (INCLUDING ANCHOR BOLTS)
REVISION DATE DESCRIPTION
1 12/15/21 AS-BUILT CONDITION
1
06 Ker
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD
SAN DIEGO, CA 92108
SUITE 100
1450 FRAZEE ROAD
DOKKEN ENGINEERING
EDUARDO SIMONSENJOSE OSTDIEKJOHN KLEMUNESSIMONSEN
EDUARDO G.
C82608
9/30/22
178 0.2/R1.9
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:58:28 PM12/9/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>_csantos
DGN FILE =>06xxxxxxxxuc003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 0600000485BORDER LAST REVISED 7/2/2010
477
07/27/2018
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/1/2021
KERN RIVER BRIDGE
6'-0"±KERN RIVER310
310
11 12 13
131211
9
98
8
Exist MEDIAN9'-0"±
1'-0"±
3'-0"
50-0064 R/L
0.2
PLAN
1"=30'
TYPICAL SECTION
‰"=1'-0"
"WBL" LINE "EBL" LINE
PROPOSED LAYOUT
1'-0"
1'-0"
APPROACH
STRUCTURE
EXISTING
EB 312+56.47± "WBL" LINE
APPROACH
STRUCTURE
EXISTING
APPROACH
STRUCTURE
EXISTING
APPROACH
STRUCTURE
EXISTING
BB 308+87.51± "WBL" LINE
"EBL" LINE
S59°59'19"E
NEW MEDIAN3'-0""WBL" LINE
S59°59'19"E
BRIDGE No. 50-0064L
BRIDGE No. 50-0064R
TO ROUTE 99
TO BAKERSFIELD
BB 308+90.32± "EBL" LINE EB 312+48.67± "EBL" LINE
-1.5%±
MEDIAN
1'-9"
LIMITS OF JOINT SEAL (TYPE AL)
LEGEND:
- Indicates existing structure
- Indicates remove median
- Indicates new median
SECTION IDENTIFICATION
PLAN SYMBOLS
SHEET NO.
STANDARD PLAN (2015)
DETAIL NO.
2'-3"±
1'-6"±
EXISTING LAYOUT 50'-0"±57'-6"±
DECK
LIMITS OF
REFINISH BRIDGE
FURNISH BRIDGE DECK TREATMENT MATERIALFURNISH BRIDGE DECK TREATMENT MATERIAL
6'-0"±
Shld
48'-0"
EB TRAVELED WAY
6'-0"±6'-0"±
Shld
48'-0"
WB TRAVELED WAY
1'-9"±
9'-0"±
Exist MEDIAN
12'-9"
Sheet No:Title
INDEX TO PLANS
MEDIAN REPLACEMENT DETAILS
DECK REHABILATATION PLAN
REMOVAL PLAN
GENERAL PLAN
4
3
2
1
1
-2%±
CONCRETE OVERLAY
LIMITS OF POLYESTER
5'-0"
DECK SURFACE, TREAT BRIDGE DECK AND
LIMITS OF PREPARE CONCRETE BRIDGE
DECK SURFACE, TREAT BRIDGE DECK AND
LIMITS OF PREPARE CONCRETE BRIDGE
3'-3"
(DATED 2015)
STANDARD PLANS
B6-21
A10E
A10D
A10C
A10B
A10A
A3C
A3B
A3A
(MAXIMUM MOVEMENT RATING = 2")
JOINT SEALS
LEGEND LINES AND SYMBOLS (SHEET 5 OF 5)
LEGEND LINES AND SYMBOLS (SHEET 4 OF 5)
LEGEND LINES AND SYMBOLS (SHEET 3 OF 5)
LEGEND LINES AND SYMBOLS (SHEET 2 OF 5)
LEGEND LINES AND SYMBOLS (SHEET 1 OF 5)
ABBREVIATIONS (SHEET 3 OF 3)
ABBREVIATIONS (SHEET 2 OF 3)
ABBREVIATIONS (SHEET 1 OF 3)
RSP
Shld
1'-0"
Shld
1'-0"
9"
10'-6"
DECK SURFACE, TREAT BRIDGE DECK AND
LIMITS OF PREPARE CONCRETE BRIDGE
FURNISH BRIDGE DECK TREATMENT MATERIAL
308+39.99± "WBL" LINE
7.00'± Rt
308+39.66± "EBL" LINE
5.77'± Lt
312+95.71± "WBL" LINE
7.00'± Rt
312+95.37± "EBL" LINE
5.77'± Lt
- Indicates direction of flow
- Indicates direction traffic
450
9'±
REVISED
1
AND BRIDGE REMOVAL (PORTION)
1
Andy Toledo
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>8:37:50 PM12/17/2021USERNAME =>imartinPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
CHECKED
CHECKEDBY
BY
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
GENERAL PLAN
UNIT:
PROJECT NUMBER & PHASE:
REVISION DATES
CONTRACT NO.:
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV. 03/14/12)
OR FABRICATING ANY MATERIAL.
DIMENSIONS BEFORE ORDERING
VERIFY ALL CONTROLLING FIELD
NOTE: THE CONTRACTOR SHALL
Andy Toledo
FACTOR DESIGN
LOAD & RESISTANCE
Jeremy LaHaye
50-0064rl-a-gp02.dgnFILE =>
0000
00000000001 06-493904
KERN RIVER BRIDGE50-0064 R/L
0.2
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
DATE
No.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
completeness of scanned copies of this plan sheet.
SAN DIEGO, CA 92108
06 Ker
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
4
Pete Smith
12/16/14 4/25/17
0.2/R1.9178
11/3/17 FINAL PS&E477
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish Dina Kasawdish
Brad Wilton Albert Pan Dina Kasawdish
4/06/18
Dina K. Kasawdish
C84019
09/30/19
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
KERN RIVERLEGEND:
310
310
11 12 13
131211
9
98
8
JOINT, SEE NOTE 1
EXISTING LONGITUDINAL
Exist MEDIAN9'-0"±50-0064 R/L
0.2
PLAN
1"=30'
EXISTING MEDIAN SECTION
ƒ"=1'-0"
- Indicates existing structure
APPROACH
STRUCTURE
EXISTING
EB 312+56.47± "WBL" LINE
APPROACH
STRUCTURE
EXISTING
APPROACH
STRUCTURE
EXISTING
APPROACH
STRUCTURE
EXISTING
BB 308+87.51± "WBL" LINE
"EBL" LINE
S59°59'19"E
"WBL" LINE
S59°59'19"E
BRIDGE No. 50-0064L
BRIDGE No. 50-0064R
TO ROUTE 99
TO BAKERSFIELD
BB 308+90.32± "EBL" LINE EB 312+48.67± "EBL" LINE
- Indicates remove median
LIMITS OF JOINT SEAL (TYPE AL)
SURFACE
1" BELOW CONCRETE
REMOVE Exist #4 @ 18
POLYSTYRENE
REMOVE 2" EXPANDED
9"±
7'-6"±
9"±
JOINT FILLER
REMOVE ‚" Exp6"±REMOVAL PLAN
JOINT, SEE NOTE 1
Exist LONGITUDINAL
NOTES:
B6-21
replace it with TYPE AL SEAL
the expansion joint filler and
1. Clean existing joint by removing
LIMITS OF REMOVE Exist MEDIAN
455'-9"±
2
- Indicates direction of flow
- Indicates direction traffic
451
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DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
REVISION DATES $DATE$$TIME$$USER$Jeremy LaHaye
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
KERN RIVER BRIDGE50-0064 R/L
0.2
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
DATE
No.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
completeness of scanned copies of this plan sheet.
SAN DIEGO, CA 92108
06 Ker
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
4
Pete Smith
12/16/14 4/25/17
OR FABRICATING ANY MATERIAL.
DIMENSIONS BEFORE ORDERING
VERIFY ALL CONTROLLING FIELD
NOTE: THE CONTRACTOR SHALL
11/3/17
0.2/R1.9178
FINAL PS&E477
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish
Brad Wilton
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
KERN RIVERLEGEND:
310
310
11 12 13
131211
9
98
8
50-0064 R/L
0.2
PLAN
1"=30'
- Indicates existing structure
APPROACH
STRUCTURE
EXISTING
EB 312+56.47± "WBL" LINE
APPROACH
STRUCTURE
EXISTING
APPROACH
STRUCTURE
EXISTING
APPROACH
STRUCTURE
EXISTING
BB 308+87.51± "WBL" LINE
"EBL" LINE
S59°59'19"E
"WBL" LINE
S59°59'19"E
BRIDGE No. 50-0064L
BRIDGE No. 50-0064R
TO ROUTE 99
TO BAKERSFIELD
BB 308+90.32± "EBL" LINE EB 312+48.67± "EBL" LINE
DECK REHABILATATION PLAN
- Indicates new median
3'-0"
NEW MEDIAN SECTION
ƒ"=1'-0"
"EBL" LINE"WBL" LINE
1'-3"9"
LIMITS OF REFINISH BRIDGE DECK
SEE "MEDIAN REPLACEMENT DETAILS" SHEET
3
5'-0"
CONRETE OVERLAY
LIMITS OF POLYESTER
JOINT
EXISTING LONGITUDINAL
455'-9"±
NEW MEDIAN
6"
NEW MEDIAN, AND POLYESTER CONCRETE OVERLAY
LIMITS OF REFINISH BRIDGE DECK, CONSTRUCT
- Indicates direction of flow
- Indicates direction traffic
452
9'± (SEE NOTE 1)
11'-0"±
4'-3"
9' LIMITS OF POLYESTER CONCRETE OVERLAY
(SEE NOTE 2)
NOTES:
prepared prusuant to Section 60-3.02C(7).
(outside the limits of bridge refinish) shall be
Bridge area under new curb and median
Overlays" shall apply.
Section 60-3.04B "Polyester Concrete
the prepared surface required under
Polyester concrete shall be placed against
Scetion 60-4.02c(2) and 60-3.2c(3).
placement of concrete pursuant to
bridge refinish requirements shall exclude
Within footprint area of polyester concrete,
2.
1.
1
1
1'-10•"
REMOVAL (PORTION)
LIMITS OF BRIDGE
ƒ"AND BRIDGE REMOVAL (PORTION)
1
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EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
REVISION DATES $DATE$$TIME$$USER$Jeremy LaHaye
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
KERN RIVER BRIDGE50-0064 R/L
0.2
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
DATE
No.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
completeness of scanned copies of this plan sheet.
SAN DIEGO, CA 92108
06 Ker
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
4
Pete Smith
12/16/14 4/25/17
OR FABRICATING ANY MATERIAL.
DIMENSIONS BEFORE ORDERING
VERIFY ALL CONTROLLING FIELD
NOTE: THE CONTRACTOR SHALL
11/3/17
0.2/R1.9178
FINAL PS&E477
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish
Brad Wilton
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
50-0064 R/L
0.2
NEW MEDIAN
1"=1'-0"
slope
MATCH Exist
3'-0"
9"1'-6"9"
SEE "CURB DETAILS"
9"
4"5"6"4"10"Exist BRIDGE DECK1•"ClrTot 2
#4 Cont
EMBED 4" SPACED AT 18"
DRILL AND BOND DOWELS,
#5 X 9"
MEDIAN DETAIL AT BRIDGE JOINTS
PLAN
ƒ"=1'-0"
"EBL" LINE
BB OR EB
CURB
AA
SECTION A-A
1"=1'-0"
TOP OF BRIDGE DECK
4
MEDIAN REPLACEMENT DETAILS
#4 Cont
CITY CURB TYPE "m-1" Mod
3"=1'-0"4"CONCRETE OVERLAY
POLYESTER
#4 @ 182"±MEDIAN DECK JOINT WIDTH
OPENING TO MATCH
EXPANSION JOINT
Exist
• Exist EXPANSION JOINT
"CONSTRUCTION DETAILS" SHEET
STAMPED CONCRETE, SEE
453 ƒ" Min1
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>USERNAME =>PROJECT ENGINEER
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SIGN OFF DATE
50-0064rl-d-rep01.dgnFILE =>
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
REVISION DATES $DATE$$TIME$$USER$Jeremy LaHaye
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
KERN RIVER BRIDGE50-0064 R/L
0.2
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
DATE
No.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
completeness of scanned copies of this plan sheet.
SAN DIEGO, CA 92108
06 Ker
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
4
Pete Smith
12/16/14 4/25/17
OR FABRICATING ANY MATERIAL.
DIMENSIONS BEFORE ORDERING
VERIFY ALL CONTROLLING FIELD
NOTE: THE CONTRACTOR SHALL
11/3/17
0.2/R1.9178
FINAL PS&E477
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish
Brad Wilton
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
400.8 401.3
416.5
402.3
409.8
409.5
410.5
408.6
DATUM Elev 380.00
317
316315
314
BEGIN WALL
END WALL
"EB2" LINE
"EBL" LINE
1+00 2+00 3+00 4+00
4+00
3+00
2+001+00313 S59°59'19"E
Vert: 1"=10'
Horiz: 1"=20'
DEVELOPED ELEVATION
No.R T L
163.10'
CURVE DATA
13°08'48"1
PLAN
1"=20'
Sta 324+29.33 "EB2" LINE ECSta 314+63.09 "EB2" LINE BC
6.20' Rt
Sta 314+63.09 "EB2" LINE BC
Sta 314+63.09 "EBL" LINE PT=
TOP OF Conc BARRIER
2
TYPICAL SECTION
‚"=1'-0"
1567.42'117.71'234.99'08°35'23"2
18.79'37.42'
1
S58°42
'56"E
1500.00'500.55'966.24'36°54'28"3
3
6
1
"RW314" LOL
FG
B11-55
RSP
"RW314" LOL
TYPE 732A
Conc BARRIER
FG
FG
1'-5"
54
3
2 "KR-1" LINE
6'-1" DESIGN "H"PERVIOUS BACKFILL
WEEP HOLE AND
B0-3
RETAINING WALL TYPE 1 (Mod)
345'-0" (MEASURED ALONG "RW314" LOL)
"EB2" LINE
"EBL" LINE
66'-10ƒ" Min
& VARIES
66'-0"
TOP OF WALL
-2%
"ELECTRICAL PLANS"
ELECTROLIER, SEE
ELECTROLIER
TOP OF WALL
Min6"PLACE)
(PROTECT IN
SEWER LINE
Exist 15" Á
(PROTECT IN PLACE)
Exist AT&T LINE
"KR-1" LINE
PLANS"
SEE "DRAINAGE
STORM DRAIN,
W FMin1'-10"NOTE 4NOTES:
adequate clearance to the utility.
at the footing step above the 15" sewer line to provide
The footing minimum soil cover is reduced to 1'-10" Min
of wall Architectural Treatment.
Limits of Anti Graffiti Coating equals limits
"INDEX TO PLAN" sheet.
See "ARCHITECTURAL FINISH DETAIL" on
"STANDARD PLANS" see "INDEX TO PLANS" sheet.
For "INDEX TO RETAINING WALL PLANS" and
4.
3.
2.
1.
RSP
OG
Approx
2'-1"
-5%
(Mod)
TYPE 1 (CASE 1)
RETAINING WALL
B3-1A
RSP
B11-51
RSPHAND RAILING
TUBULAR
Approx OG
(PROTECT IN PLACE)
Exist 15" SEWER LINE
SEE "ROAD PLANS"
"EBL" LINE=
66.90 Rt Sta 313+52.77
Sta 1+00.00 "RW314" LOL BC=
BEGIN "RW314"
"ROAD PLANS"
TYPE 60 SC, SEE
Conc BARRIER
"EBL" LINE
72.00 Rt Sta 313+89.76
Sta 1+37.42 "RW314" LOL EC=
MANHOLE
SEWER
MANHOLE
SEWER
"EBL" LINE
73.61 Rt Sta 314+62.34
Sta 2+10.00 "RW314" LOL BC=
"EB2" LINE
67.42 Rt Sta 316+87.26
Sta 4+45.00 "RW314" LOL EC=
END "RW314"
SEE NOTES 2 AND 3
GRAFFITI COATING,
FINISH AND ANTI
ARCHITECTURAL
B C
& VARIES
11'-0"± Min
(PROTECT IN PLACE)
Exist AT&T LINE
LINE (ABANDONED)
10" CHEVRON OIL
LINE (REMOVE)
IRRIGATION
454
1
Andy Toledo
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>8:37:54 PM12/17/2021USERNAME =>imartinPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
CHECKED
CHECKEDBY
BY
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
GENERAL PLAN
UNIT:
PROJECT NUMBER & PHASE:
REVISION DATES
CONTRACT NO.:
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
FACTOR DESIGN
LOAD & RESISTANCE
Jeremy LaHaye
06-493904rw314-a-gp01.dgnFILE =>
0000
00000000001 06-493904
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
DATE
No.
Exp.
CIVILREGISTERED PROFESS
I
ONAL E
NGI
NEERST
ATE
OF CALIFORNIA
completeness of scanned copies of this plan sheet.
SAN DIEGO, CA 92108
06 Ker
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
5
RETAINING WALL 314
5/3/17 FINAL PS&ENardin Metwashla
10/9/17
0.2/R1.9178
Nardin Metwashla
11/3/17
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish
477
Brad Wilton Albert Pan Dina Kasawdish
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
INDEX TO PLANS
SECTION IDENTIFICATION
SHEET NO.
STANDARD PLAN
DETAIL NO.
PLAN SYMBOLS
ELEVATION
ARCHITECTURAL FINISH DETAIL
NO SCALE
SECTION A-A
A
A
1'-3•"3•"0•"1•"0•"0ƒ"
2
(DATED 2015)
STANDARD PLANS
RSP
RSP
RSP
RSP
RSP
RSP
ES-6B
ES-6A
B11-55
B11-51
B3-6
B3-5
B3-1A
B0-3
A62B
A10G
A10F
A10E
A10D
A10C
A10B
A10A
A3C
A3B
A3A
GROUTING FOR TYPE 15 AND TYPE 21 BARRIER RAIL MOUNTED)
ELECTRICAL SYSTEMS (ELECTROLIER ANCHORAGE AND
ELECTRICAL SYSTEMS (LIGHTING STANDARD, TYPE 15 AND 21)
CONCRETE BARRIER TYPE 732
TUBULAR HAND RAILING
RETAINING WALL DETAILS NO. 2
RETAINING WALL DETAILS NO. 1
RETAINING WALL TYPE 1 (CASE 1)
BRIDGE DETAILS
BRIDGE SURCHARGE AND WALL
LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -
LEGEND - SOIL (SHEET 2 OF 2)
LEGEND - SOIL (SHEET 1 OF 2)
LEGEND - LINES AND SYMBOLS (SHEET 5 OF 5)
LEGEND - LINES AND SYMBOLS (SHEET 4 OF 5)
LEGEND - LINES AND SYMBOLS (SHEET 3 OF 5)
LEGEND - LINES AND SYMBOLS (SHEET 2 OF 5)
LEGEND - LINES AND SYMBOLS (SHEET 1 OF 5)
ABBREVIATIONS (SHEET 3 OF 3)
ABBREVIATIONS (SHEET 2 OF 3)
ABBREVIATIONS (SHEET 1 OF 3)
RSP
Sheet No:Title
RETAINING WALL PLANS
INDEX TO
LOG OF TEST BORINGS
RETAINING WALL LAYOUT NO. 2
RETAINING WALL LAYOUT NO. 1
INDEX TO PLANS
GENERAL PLAN
5
4
3
2
1
THIS EDGE
JOINT, Typ
• MORTAR
Typ
BLOCK THIS EDGE,
JOINT OR MATCH
• MORTAR
CT:
SOIL:
REINFORCED
CONCRETE:
fy = 60,000 psi
f'c = 3,600 psi
Q = 1.00DC+1.00EV+1.00EH+1.00CT
Q = 1.00DC+1.00EV+1.00EH+1.00EQD+1.00EQE
Q = DC+ EV+ EH+1.75LS
Q = 1.00DC+1.00EV+1.00EH+1.00LS Service I
Strength I
Extreme I
Extreme II
SEISMIC:k = 0.2, k = 0.0h v
Á = 30°, Ê = 120 pcf
CT:
EQD:
EQE:
LS:
EV:
EH:
DC:
:
:
:
Q:
Where:
LOAD COMBINATIONS AND LIMIT STATES:
Vehicular Collision Force
Soil and Structural and Nonstructural Components Inertia
Seismic Earth Pressure
Live Load Surcharge
Vertical Earth Pressure from Earth Fill Weight
Horizontal Earth Fill Pressure
Dead Load of Structure Components
1.50 or 0.90, Whichever Controls Design
1.35 or 1.00, Whichever Controls Design
1.25 or 0.90, Whichever Controls Design
Force Effects
Distribution below footing taken no less than 40'.
and 1 : 1 distribution down and outward.
distributed over 10 feet at the top of wall
54 kip transverse force applied at He = 32",
DESIGN NOTES:
DESIGN:
LS:Varied surcharge on level ground surface
AASHTO LRFD Bridge Design Specifications,
4th Edition with California Amendments
455
1
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DISREGARD PRINTS BEARING
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BRIDGE NO.
SHEET OF
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
5
REVISION DATES $DATE$$TIME$$USER$Jeremy LaHaye
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
DATE
No.
Exp.
CIVILREGISTERED PROFESS
I
ONAL E
NGI
NEERST
ATE
OF CALIFORNIA
completeness of scanned copies of this plan sheet.
SAN DIEGO, CA 92108
06 Ker
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
RETAINING WALL 314
5/3/17 FINAL PS&ENardin Metwashla
10/9/17
0.2/R1.9178
Nardin Metwashla
11/3/17
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
477
Dina Kasawdish Brad Wilton
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
PLAN
1"=10'
DEVELOPED ELEVATION
1"=10'
RETAINING WALL LAYOUT NO. 1
1+00
2+00 MATCH LINE 2+80.00MATCH LINE 2+80.001+00 2+00
Sta 1+00.00
Elev 409.66
TOP OF WALL
BEGIN WALL
Sta 1+50.00
Elev 408.94
Sta 1+25.00
Elev 409.27
Sta 1+75.00
Elev 408.57
Sta 2+00.00
Elev 408.19
Sta 2+25.00
Elev 407.78
Sta 2+50.00
Elev 407.36
Sta 2+75.00
Elev 406.98
3
RSP
"RW314" LOL
LENGTH
DESIGN "H"
24'-0"
8'-0"
B3-5
Elev 400.00
Elev 398.00Elev 398.00
for details see
1. Expansion Joints at 96'-0" max on center,
B0-3
3-4
EXPANSION JOINTS
WEAKENED PLANE Jt
Approx OG
B0-3
3-2PLANE Jt
WEAKENED
96'-0"96'-0"
24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"
S58°42'56"E
R=163.10'
R=1567.42'
NOTES:
"RW314" LINE
FG ALONG
SEE NOTE 2
ELECTROLIER TYPE 21,
AND NOTE 2
ELECTRICAL PLANS
ELECTROLIER, SEE
Sta 1+34.28 "RW314" LOL
B11-55
ES-6A
ES-6B
DATUM Elev 380.00
8'-0"
120'-0"
10'-0"
80'-0"
RSP
TYPE 732A
Conc BARRIER B11-55
RSP
Elev 398.75
8'-0"
16'-0"
(PROTECT IN PLACE)
SEWER LINE
Exist 15" Á
(PROTECT IN PLACE)
Exist AT&T LINE
PLACE)
(PROTECT IN
SEWER LINE
Exist 15" Á
RSP RSP RSP
JOINTS
EXPANSION
B0-3
3-3
RSP
ELEV 397.37
TOP OF PIPE
Typ
FOOTING STEP,
10'-0"
24'-0"
and "ELECTRICAL PLANS"
2. For Electrolier Details see,
MANHOLE
SEWER
"EBL" LINE=
66.90 Rt Sta 313+52.77
Sta 1+00.00 "RW314" LOL BC=
BEGIN "RW314"
"EBL" LINE
72.00 Rt Sta 313+89.76
Sta 1+37.42 "RW314" LOL EC="EBL" LINE
73.61 Rt Sta 314+62.34
Sta 2+10.00 "RW314" LOL BC=
456
1
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>USERNAME =>PROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
06-493904rw314-c-rwlo1.dgnFILE =>
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
5
REVISION DATES $DATE$$TIME$$USER$Jeremy LaHaye
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
DATE
No.
Exp.
CIVILREGISTERED PROFESS
I
ONAL E
NGI
NEERST
ATE
OF CALIFORNIA
completeness of scanned copies of this plan sheet.
SAN DIEGO, CA 92108
06 Ker
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
RETAINING WALL 314
5/3/17 FINAL PS&ENardin Metwashla
10/9/17
0.2/R1.9178
Nardin Metwashla
11/3/17
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
477
Dina Kasawdish Brad Wilton
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
PLAN
1"=10'
RETAINING WALL LAYOUT NO. 2
DATUM Elev 380.00
DEVELOPED ELEVATION
1"=10'
4+003+00
4+003+00
MATCH LINE 2+80.00END WALL
Sta 4+45.00
Elev 405.29
MATCH LINE 2+80.00TOP OF WALL
Sta 4+25.00
Elev 405.36
Sta 4+00.00
Elev 405.51
Sta 3+75.00
Elev 405.72
Sta 3+50.00
Elev 406.00
Sta 3+25.00
Elev 406.33
Sta 3+00.00
Elev 406.65
RSP
4
FG ALONG "RW314" LINE
"RW314" LOL
LENGTH
EXPANSION JOINTS
WEAKENED PLANE Jt
Elev 400.00
for details see
1. Expansion Joints at 96'-0" max on center,
B0-3
3-4
FOOTING STEP
B3-5
JOINTS
EXPANSION
PLANE Jt
WEAKENED B0-3
3-3
B0-3
3-2
Approx OG
DESIGN "H"
96'-0"96'-0"
24'-0"
R=1567.42'
33'-0"
4'-0"8'-0"
120'-0"
TYPE 732A
Conc BARRIER B11-55
RSP
RSP
RSP
PLACE)
(PROTECT IN
SEWER LINE
Exist 15" Á
(PROTECT IN PLACE)
Exist AT&T LINE
Elev 398.00
48'-0"
6'-0"
24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"
MANHOLE
SEWER
"EB2" LINE
67.42 Rt Sta 316+87.26
Sta 4+45.00 "RW314" LOL EC=
END "RW314"
NOTE:
457
1
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>USERNAME =>PROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
06-493904rw314-c-rwlo2.dgnFILE =>
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
5
REVISION DATES $DATE$$TIME$$USER$Jeremy LaHaye
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
DATE
No.
Exp.
CIVILREGISTERED PROFESS
I
ONAL E
NGI
NEERST
ATE
OF CALIFORNIA
completeness of scanned copies of this plan sheet.
SAN DIEGO, CA 92108
06 Ker
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
RETAINING WALL 314
5/3/17 FINAL PS&ENardin Metwashla
10/9/17
0.2/R1.9178
Nardin Metwashla
11/3/17
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
477
Dina Kasawdish Brad Wilton
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
401.3
416.5
402.3
410
409.8
409.5 410.5
408.6 1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
8"
SILTY SAND (SM); brown; moist; mostly SAND; some fines.
SILTY SAND (SM); brown; moist; mostly SAND; little fines; little GRAVEL.
Poorly graded SAND (SP); medium dense; brown; moist; mostly SAND; little GRAVEL.
SILTY SAND (SM); medium dense; light brown; moist; mostly SAND; some fines.
Poorly graded SAND with GRAVEL (SP); dense; light brown to tan; moist; mostly SAND; little fine to coarse GRAVEL.
Encountered intermittent cobbles beginning at 22 feet. Drilling became slower with some drill chatter.
Significant drill chatter at 28 feet.
Generally slow drilling with intermittent drill chatter. Cuttings indicate gravel up to 2.5 inches.
Very dense.
Very hard drilling beginning at approximately 36 feet (cobbles likely from 36 feet to the bottom of the boring.
12-10-14
Terminated at Elev 359.5'
ERi = 81%
Groundwater Not Encountered
400
390
380
370
360
401.0'
A-14-404
8"
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
8
8
17
12
23
35
44
91
"EB2" LINE
315+10, 88' R
350
PLAN
1" = 20'
PROFILE
Vert: 1" = 10'
Horiz: 1" = 10'
400
390
380
370
360
350
NOTES:
315+00
6.
5.
4.
3.
2.
1.
A-14-404
BORING LOCATION
APPROXIMATE
316+00"EB2" LINE
12-10-14
a corrected standard penetration test (SPT) N60 value.
The apprarent density of coarse-grained soil is based on
overburden or any other correction factor.
which have not been corrected for hammer energy, sample size,
The blow counts shown on the logs are the raw blow counts,
advance the drive samplers for all borings.
weight of 140 lbs. free falling a distance of 30" was used to
A CME automatic hammer system consisting of a hammer
Sample blow counts to estimate SPT equivalent blow count.
Sampler. A factor of 0.67 may be applied to California Modified
2.5" samples were taking using a 2.42" I.D. California Modified
per standard Penetration Test.
1.4" samples were taken using 1.4" I.D. split barrel sampler,
Soil & Rock Logging, Classification, and Presentation Manual (2010).
This LOTB sheet was prepared in accordance with the Caltrans
RETAINING WALL 314
317
316315
314
"EB2" LINE
"EBL" LINE
4+003+00
2+001+00313 S59°59'19"E
Sta 324+29.33 "EB2" LINE ECSta 314+63.09 "EB2" LINE BC
6.20' Rt
Sta 314+63.09 "EB2" LINE BC
Sta 314+63.09 "EBL" LINE PT=
Sta 314+62.34 "EBL" LINE
73.61 Rt
Sta 313+89.76 "EBL" LINE
72.00 Rt
S58°42'56"E
5
6
4
3
2
"KR-1" LINE
Sta 313+52.77 "EBL" LINE=
BEGIN "RW314" 66.90 Rt
Sta 1+00.00 "RW314" LOL BC
"RW314" LOL
Sta 1+37.42 "RW314" LOL EC Sta 2+10.00 "RW314" LOL BC
Sta 316+87.26 "EB2" LINE
END "RW314" 67.42 Rt
Sta 4+45.00 "RW314" LOL EC
STORM DRAIN
Poorly graded SAND with SILT (SP-SM); medium dense; brown to light brown; moist; mostly SAND; little fines; trace GRAVEL.
M. Wilson
Trace to little gravel.
05/22/1708/21/14
WRECO
8331 SIERRA COLLEGE BLVD
SUITE 208
ROSEVILLE, CA 95661
5 5
DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS
The State of California or its officers or agents
shall not be responsible for the accuracy or
DIST COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
PLANS APPROVAL DATE
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
FILE =>06-493904rw314-z-ltb01.dgn
POST MILES
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES SHEET OF
USERNAME =>imartinDATE PLOTTED =>12/17/2021TIME PLOTTED =>8:37:58 PM
458 477
UNIT:
PROJECT NUMBER & PHASE:
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER
GS GEOLOGIST LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 03/14/12)
DESIGN OVERSIGHT
SIGN OFF DATE
DRAWN BY
CHECKED BY
FIELD INVESTIGATION BY:
DATE:
DATE
CONTRACT NO.:
completeness of scanned copies of this plan sheet.
06 Ker
M. DU
M. WILSON
R. LAWRENCE
BRIDGE NO.
06-493904
ROBERT LAWRENCE
E
NGI
NEERAINROFILACOFTEATSEGIRPROFESSIONALDERETS2785No.
Exp.06-30-18
GEOTECHNICAL
REGISTERED GEOTECHNICAL ENGINEER
10/9/17
0.2/R1.9178
FINAL PS&ELINE (ABANDONED)
10" CHEVRON OIL
LINE (REMOVE)
IRRIGATION
4/06/18ROBERT LAWRENCE
1
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
399.93
399.80
407.53
405405DATUM Elev. 380.00
ELEVATION
1"=10'
PLAN
1"=10'
END BOX CULVERT
• BOX CULVERT
HEAD WALL
EXISTING
INVERT Elev
"EB2" LINE
BEGIN BOX CULVERT
END Exist BOX CULVERT=
BEGIN BOX CULVERT
BOX CULVERT
EXISTING
Approx HGL
INVERT Elev
396.68 ± (MATCH Exist) 6'-0"±
10'-0"±
10'-0"±
OPENING
MATCH Exist
OPENING
MATCH Exist
OPENINGExistMATCHFG
"EB2" LINE
AND WINGWALL
OF Exist HEAD WALL
REMOVE 3'-0"
BC 314+63.09
"EB2" LINE
EC 324+29.33
"EB2" LINE
N83°06'10"E
323+00
11'-1"±
11'-1"±
61'-8"
BOX CULVERT SLOPE
MATCH EXISTING
48'-0"
TRAVELED WAY Shld6'-0"
SIDEWALK6'-0"
396.05±
MEDIAN
LEGEND:
- Indicates existing structure
- Indicates bridge removal, portion
- Indicates direction of flow
Exist CHANNEL FLOOR
HAND RAILING
TUBULAR
CARRIER CANAL
(PCC)
(CHANNEL LINING)
CONCRETE
(PCC)
CHANNEL LINING
REMOVE Exist
END BOX CULVERT
• BOX CULVERT
(PCC)
(CHANNEL LINING)
CONCRETE
LIMITS OF CONCRETE
30'-0" TRANSITION
(CHANNEL LINING) (PCC)
6/2/15
LIMITS OF REMOVE Exist CHANNEL LINING (PCC)
104'-3" (MEASURED ALONG • BOX CULVERT)
N34°07'23"E
N23°21'12"E
11/3/17
B11-58
RSP
RSP
B11-51
TYPE 736A
Conc BARRIER
B11-56
RSP
399.86±
FG = Approx OG
INVERT Elev
D81
SEE NOTE 1
NOTES:D81
D82
BOX CULVERT
CIP/RC DOUBLE
3.
2.
1.
4.63 Rt "EB2" LINE
Sta 323+37.75±
88.58 Rt "EB2" LINE
Sta 322+77.78
CURVE DATA
No.R T L
966.24'1 36°54'28"500.55'1500.00'
1
5'-10„"
TYPE 732SW (Mod)
Conc BARRIER
HGL
(Based on Carrier Canal As-Builts dated 1962)
- Indicates hydraulic grade line
**
* - Match existing slope
TYPICAL SECTION
‚"=1'-0"
21'-9"
ACCESS ROAD
*
*
PARKWAY4'-0"
B11-52
RSP
TYPE 7
CHAIN LINK RAILING
26'-2ƒ"
7'-5"
4'-11•"
4/28/17
- Indicates Concrete Barrier Type 732SW (Mod)
- Indicates Concrete Barrier Type 736A
bottom slabs, as applicable, shall be 1'-0".
The transition to existing Box Culvert walls and top and
begin Box Culvert.
joint to be placed at 20'-0" from
Expansion Joints must be placed per . The first expansion
Height, H=6' and Maximum Earth cover of 10'.
The Box Culvert must be constructed per for Span, S=10',
DETAILS NO. 2" SHEET
SEE "BOX CULVERT
TYPE 732SW (MOD)
CONCRETE BARRIER
DETAILS NO. 1" SHEET
SEE "BOX CULVERT
Type 736A
Concrete Barrier
- Indicates direction traffic
8'
-11"± 12'
-3"± 11'
-11•"±459
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
Andy Toledo
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>9:49:02 AM12/20/2021USERNAME =>imartinPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
CHECKED
CHECKEDBY
BY
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
POST MILES
DATE
GENERAL PLAN
UNIT:
PROJECT NUMBER & PHASE:
No.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
FACTOR DESIGN
LOAD & RESISTANCE
SAN DIEGO, CA 92108
Jeremy LaHaye
06-493904bc-a-gp03.dgnFILE =>
06 Ker
0000
00000000001 06-493904
CARRIER CANAL BOX CULVERT
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
1 5
OR FABRICATING ANY MATERIAL.
DIMENSIONS BEFORE ORDERING
VERIFY ALL CONTROLLING FIELD
NOTE: THE CONTRACTOR SHALL
0.2/R1.9178 477
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish Dina Kasawdish
Nardin Metwashla
Brad Wilton Albert Pan Dina Kasawdish
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
0.5
MISCELLANEOUS DETAILS
CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT
BO-3 BRIDGE DETAILS
No Scale
LIMITS OF EARTHWORK
SECTION IDENTIFICATION
PLAN SYMBOLS
SHEET NO.
STANDARD PLAN (2015)
DETAIL NO.
D81 CAST-IN-PLACE REINFORCED CONCRETE DOUBLE BOX CULVERT
D84 BOX CULVERT WINGWALLS TYPES A, B AND C
2
A62B
A62E
BO-1 BRIDGE DETAILS
B11-51 TUBULAR HAND RAILING
RSP B11-56
RSP B11-58
INDEX TO PLANS
Bot of Box Culvert
Wall Ftg, Typ
Bot of Ret Typ2'-0" Min
-Structural Concrete, Box Culvert
No Scale
CONCRETE STRENGTH AND TYPE LIMITS
(DATED 2015)
STANDARD PLANS
A62E
A62B
A10G
A10F
A10E
A10D
A10C
A10B
A10A
A3C
A3B
A3A
REINFORCED CONCRETE BOX AND ARCH CULVERTS
EXCAVATION AND BACKFILL CAST-IN-PLACE
BRIDGE SURCHARGE AND WALL
LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL
LEGEND - SOIL (SHEET 2 OF 2)
LEGEND - SOIL (SHEET 1 OF 2)
LEGEND LINES AND SYMBOLS (SHEET 5 OF 5)
LEGEND LINES AND SYMBOLS (SHEET 4 OF 5)
LEGEND LINES AND SYMBOLS (SHEET 3 OF 5)
LEGEND LINES AND SYMBOLS (SHEET 2 OF 5)
LEGEND LINES AND SYMBOLS (SHEET 1 OF 5)
ABBREVIATIONS (SHEET 3 OF 3)
ABBREVIATIONS (SHEET 2 OF 3)
ABBREVIATIONS (SHEET 1 OF 3)
CONCRETE BARRIER TYPE 736
D82
RSP
RSP
RSP B11-52 CHAIN LINK RAILING TYPE 7
CONCRETE BARRIER TYPE 732SW (SHEET 1 OF 2)
CONCRETE BARRIER TYPE 732SW (SHEET 2 OF 2)Min2'-0"Sheet No:Title
INDEX TO PLANS
LOG OF TEST BORINGS
BOX CULVERT DETAILS NO. 2
BOX CULVERT DETAILS NO. 1
INDEX TO PLANS
GENERAL PLAN
5
4
3
2
1
RSP B11-59
NOTE 2NOTE 22. 2'-0" Minimum excavation below the box culvert and the wing wall footings.
1. For other limits of excavation and backfill not shown, see and
- Structure Backfill, (Culvert)
- Structure Excavation, (Culvert)
NOTES:
LEGEND:
460
(f'c = 3600 psi @ 14 days)
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>USERNAME =>PROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
06-493904bc-b-gnotes.dgnFILE =>
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
POST MILES
DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
No.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
completeness of scanned copies of this plan sheet.
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
REVISION DATES $DATE$$TIME$$USER$8/21/15
Jeremy LaHaye
06 Ker
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
SAN DIEGO, CA 92108
CARRIER CANAL BOX CULVERT
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
59/4/15 4/28/17
OR FABRICATING ANY MATERIAL.
DIMENSIONS BEFORE ORDERING
VERIFY ALL CONTROLLING FIELD
NOTE: THE CONTRACTOR SHALL
0.2/R1.9178
11/3/17
477
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish Brad Wilton
Nardin Metwashla
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
0.5
ELEVATION B-B
‚"=1'-0"
ELEVATION C-C
‚"=1'-0"
SECTION A-A
•"=1'-0"
A
A
C
C
B
B
PLAN
1"=1'-0"
LENGTH
DESIGN HEIGHT
DATUM Elev 390.00 DATUM Elev 390.00
LENGTH
DESIGN HEIGHT
392.50 392.50
N07°37'23"E
N
42°29'48"EROOF
FG
#4 Tot 7
1:1 1'-0"Max3'-7"N23°21'12"E
WW LOL
WW LO
LNEOPRENE STRIP
B0-1
1-3
WEEP HOLE
TYPICAL WALL SECTION
•"=1'-0"
D84
Min2'-0"WEEP HOLE B0-3
3-1
BOX CULVERT DETAILS NO. 1
3
TYPE 736A
CONCRETE BARRIER
B11-56
RSP
BARRIER DOWELS
ELEV
INVERT LINING
TOP OF CHANNEL
BOTHWAYS
#4 @ 12
LINING
TOP OF CHANNEL
6"TYPE 736A
CONCRETE BARRIER
B11-56
RSP
LINING
CHANNEL
TOP OF
LINING
CHANNEL
TOP OF
Elev 408.00
TOP OF WW
Elev 405.96
TOP OF WW
Elev 405.96
TOP OF WWElev 407.00
TOP OF WW
BARRIER DOWELS
1:1
#5 @ 8
1'-4"
11"
#4 Tot 4
CONCRETE (CHANNEL LINING) (PCC)
30'-0"
LINING
CHANNEL
EXISTING
14'
16'-9"
14'
18'-3"
TYPE 736A
Conc BARRIER
TYPE 736A
Conc BARRIER
Tubular handrailing not shown for clarity
NOTE:
JOINT FILLER
•" EXPANSION
JOINT FILLER
1" EXPANSION
D
D 6"2'-0"
#6 @ 4
#5 @ 16
4'-0"
#5 @ 16
& VARIES
1'-0"
#5 @ 8
1'-4"
11" 1'-0" 6"(Mod)
WINGWALL TYPE B
BOX CULVERT
SECTION D-D
•"=1'-0"
6"1'-0"6"
EXISTING
MATCH6"EXISTINGMATCH
EXISTING
MATCH
EXISTING
MATCH
• BOX CULVERT
4'-6"
FG
TOP OF WALL
HANDRAILING
TUBULAR
B11-51
RSP
HANDRAILING
TUBULAR B11-51
RSP
MATCH ExistMATCH ExistWW WW
MATCH EXISTING
22'-2"±
LINING
CHANNEL
LINING
CHANNEL
15'-0"
PLANE JOINT
SPACING TO WEAKENED
PLANE JOINT" DETAIL
SEE "WEAKENED
1'-0"
D84
Reinforcement shown is in addition to
NOTE:
SEE DETAIL A
WEEP HOLES
4" Á PLASTIC
ROCK FILTER MATERIAL
1" Max CRUSHED
3"
1'-0"
DETAIL A
ƒ"=1'-0"
WEAKENED PLANE JOINT
ƒ"=1'-0" 1"„" SAWED JOINT
JOINT MATERIAL OR
‰" PREMOLDED
461
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>USERNAME =>PROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
06-493904bc-k-tsdt01.dgnFILE =>
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
POST MILES
DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
No.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
completeness of scanned copies of this plan sheet.
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
REVISION DATES $DATE$$TIME$$USER$8/21/15
Jeremy LaHaye
06 Ker
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
SAN DIEGO, CA 92108
CARRIER CANAL BOX CULVERT
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
59/4/15 4/28/17
OR FABRICATING ANY MATERIAL.
DIMENSIONS BEFORE ORDERING
VERIFY ALL CONTROLLING FIELD
NOTE: THE CONTRACTOR SHALL
0.2/R1.9178
11/3/17
477
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish Brad Wilton
Nardin Metwashla
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
0.5
DOWEL CONNECTION
•"=1'-0"
SECTIONELEVATION
BOX CULVERT DETAILS NO. 2
4
Sym ABOUT • BOX CULVERT
Typ
11 EQUAL SPACES Typ7 EQUAL SPACES DOWELS @ 12" Max
(CHEMICAL ADHESIVE)
DRILL AND BOND
#6
2'-6"
INTO Exist Conc
DOWELS, EMBED 6"
(CHEMICAL ADHESIVE)
DRILL AND BOND
#6
CONCRETE BARRIER TYPE 732SW (MOD)
•"=1'-0"
Sta 322+34.20 to Sta 323+25.59 "EB2" Line
NOTE: For dimensions and reinforcement not shown, see
B11-58
and B11-59
RSP RSP 2'-6"1'-9"
1'-0"
5"
SIDEWALK
6'-0"Pkwy
SEE "ROAD PLANS"
8"
1
1
-1.5% 1'-2"ACCESS ROAD
TYPE 7
CHAIN LINK RAILING
B11-52
RSP
#5 @ 12
ALTERNATING
Tot 8
#5 Cont
#5 @ 12
Tot 2
#4 Cont
#6 @ 8
2'-4•"
#5 @ 16
SEE "ROAD PLANS"
FG
#6 @ 8
#5 Tot 12
462
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>USERNAME =>PROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
06-493904bc-k-tsdt02.dgnFILE =>
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
SHEET OF
DIST COUNTY ROUTE SHEET TOTAL
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
POST MILES
DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
CHECKED
CHECKEDBY
BY
No.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
completeness of scanned copies of this plan sheet.
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
Andy Toledo
REVISION DATES $DATE$$TIME$$USER$8/21/15
Jeremy LaHaye
06 Ker
UNIT:
PROJECT NUMBER & PHASE:CONTRACT NO.:
0000
00000000001 06-493904
SAN DIEGO, CA 92108
CARRIER CANAL BOX CULVERT
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
59/4/15 4/28/17
OR FABRICATING ANY MATERIAL.
DIMENSIONS BEFORE ORDERING
VERIFY ALL CONTROLLING FIELD
NOTE: THE CONTRACTOR SHALL
0.2/R1.9178
11/3/17
477
4/06/18
Dina K. Kasawdish
C84019
09/30/19
Dina Kasawdish
Dina Kasawdish
Dina Kasawdish Brad Wilton
Nardin Metwashla
7/27/2018
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
0.5
A-14-302
Poorly graded SAND (SP); medium dense; brown; moist.
Mottled green and brown; trace clay.
Hard drilling begining at 40'± and drill rig chatter to bottom of boring.
SILTY SAND (SM); very dense; brown; moist.
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
36
25
18
12
13
14
19
24
65
41
94
SILTY SAND (SM); dense; light brown; dry; (FILL).
SANDY SILT (ML); very stiff; light brown; moist; PP=2.5 tsf; (FILL).
SILTY SAND (SM); medium dense; brown; moist; trace roots.
Poorly graded SAND (SP); brown; dry; fine to med sand with trace silt.
Moist; trace coarse sand and trace roots.
Trace fine gravel.
Poorly graded GRAVEL (GP); drill rig chatter.
SILTY SAND (SM); medium dense; dark brown; moist.
Drill rig chatter 36'-43' drill rig jumping 41'-42'.
Gravel up to 1.5", medium to coarse sand, little fine sand, trace silt.
09-09-14
Terminated at Elev 357.1'
ERi = 81%
408.6'
A-14-301
400
390
380
370
360
410
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
25
11
4
13
12
11
9
11
25
50/5
69/6
408.2'
Dense.
Medium dense; moist; (FILL).
09-09-14
Terminated at Elev 356.7'
ERi = 81%
Groundwater Not EncounteredGroundwater Not Encountered
NOTES:
Poorly graded SAND with GRAVEL (SP); very dense; brown; moist; Thin gravel layers from 47-50ft.
Driller noted entering and exiting gravel from 36-50 ft.
8"
8"
400
390
380
370
360
410
8"
SILTY SAND (SM); very dense; brown; moist.
8"
Dense; trace gravel.
Loose; (FILL).
SILTY SAND (SM); Dense; brown; dry; mostly fine sand; (FILL).
PROFILE
Vert: 1" = 10'
Horiz: 1" = 10'
Poorly graded GRAVEL with SAND (GP); very dense; brown; moist; gravel up to 1",
medium to coarse sand, little fine sand, trace silt.
350350
6.
5.
4.
3.
2.
1.
Poorly graded SAND with GRAVEL (SP); very dense;
SANDY SILT (ML); stiff; brown; moist; contains mica; PP=2.5 tsf.
brown; moist; gravel up to 1".
9-9-14
CARRIER CANAL BOX CULVERT
58,99,178
8"
PLAN
1" = 10'
A-14-301
BORING LOCATION
APPROXIMATE
"EB2" Sta ~323+1212' Rt "EB2" Sta ~323+46penetration test (SPT) N60 value.
The apprarent density of coarse-grained soil is based on a corrected standard
correction factor.
been corrected for hammer energy, sample size, overburden or any other
The blow counts shown on the logs are the raw blow counts, which have not
all borings.
free falling a distance of 30", was used to advance the drive samplers for
A CME automatic hammer system consisting of a hammer weight of 140 lbs.
estimate SPT equivalent blow count.
factor of 0.67 may be applied to California Modified Sample blow counts to
2.5" samples were taking using a 2.42" I.D. California Modified Sampler. A
Penetration Test.
1.4" samples were taken using 1.4" I.D. split barrel sampler, per standard
Logging, Classification, and Presentation Manual (2010).
This LOTB sheet was prepared in accordance with the Caltrans Soil & Rock
25.7, 0.0/R1.9
51.7/51.8, 25.5/
SILTY SAND (SM); medium dense brown, dry; fine to medium sand.
Well-graded SAND with SILT (SW-SM); medium dense; light brown; trace gravel.
PA
PA
PA
END BOX CULVERT
• BOX CULVERT
HEAD WALL
EXISTING
"EB2" LINE
BEGIN BOX CULVERT
END Exist BOX CULVERT=
BC 314+63.09
"EB2" LINE
EC 324+29.33
"EB2" LINE
N83°06'10"E
323+00Elev 407.09
4.63 Rt "EB2" LINE
Sta 323+37.75±
Elev 405.96
88.58 Rt "EB2" LINE
Sta 322+77.78±
MEDIAN
CARRIER CANAL
A-14-302
LOCATION
BORING
APPROXIMATE
5 5
Mottling; less clay.
WRECO
8331 SIERRA COLLEGE BLVD
SUITE 208
ROSEVILLE, CA 95661
08/21/14 05/22/17
DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS
The State of California or its officers or agents
shall not be responsible for the accuracy or
DIST COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
PLANS APPROVAL DATE
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 1 2 3
FILE =>06-493904bc-z-ltb01.dgn
POST MILES
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES SHEET OF
USERNAME =>imartinDATE PLOTTED =>12/20/2021TIME PLOTTED =>3:18:27 PM
UNIT:
PROJECT NUMBER & PHASE:
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER
GS GEOLOGIST LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 03/14/12)
DESIGN OVERSIGHT
SIGN OFF DATE
DRAWN BY
CHECKED BY
FIELD INVESTIGATION BY:
DATE:
DATE
CONTRACT NO.:
completeness of scanned copies of this plan sheet.
06 Ker
M. DU
M. WILSON
R. LAWRENCE
BRIDGE NO.
06-493904
ROBERT LAWRENCE
E
NGI
NEERAINROFILACOFTEATSEGIRPROFESSIONALDERETS2785No.
Exp.06-30-18
GEOTECHNICAL
REGISTERED GEOTECHNICAL ENGINEER
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD, CITY HALL NORTH
BAKERSFIELD, CA 93301
477 463
4/06/18ROBERT LAWRENCE
0.5
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
SOUND WALL No.1
SCALE AS SHOWN
DEVELOPED ELEVATION
1"=10'
PLAN
1"=10'
11+00
DATUM Elev 380.00
SW No. 1
BEGIN
SEE NOTE 3
Approx FG,
SEE NOTE 3
Approx OG,
10+00
11+00
10+68.00 EC
10+83.33 PI
11+37.33 PI
11+53.33 PI10+00
S72°50'23"E
S89°10'00"E N47°32'49"EN0°49'03"E
"SW-1" LOL
10+22.00
10+44.00
10+66.00
10+83.33 11+01.33 11+19.33 11+51.33
Typ, SEE NOTE 2
16"x24" PILASTER
PILE SPACING
"SW-1" LOL
MEASURED ALONG
3'-0"
No.
1 1553.33'
R T L
02°30'30"34.01'68.00'
16'-0"34'-0"35'-4"44'-0"24'-0"
Sta 319+70.01
76.67' Lt "WB2" LINE
10+00 "SW-1" LOL=BC
Sta 321+25.13
93.03' Lt "WB2" LINE
11+57.33 "SW-1" LOL
Typ, SEE NOTE 2
16"x24" PILASTERS
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
H=14'
157'-4"
157'-4" (MEASURED ALONG "SW-1" LOL)SW No. 1
END
4'-0"
B15-5
1
SEE NOTE 4
TOP OF WALL,
B15-5
B15-2
SEE NOTE 5
DESIGN HEIGHT "H"
LENGTH
EXPANSION JOINT
"SW-1" LOL
MEASURED ALONG
NOTES 1 & 4
CAP, SEE
TOP OF PILE
Hwy 178 OLIVE StSEE NOTE 6
Elev=400.42±
6" AT&T FO,
SEE NOTE 6
Elev=401.45±
6" AT&T FO,
LINE, NOTE 6
6" AT&T FO
WATER LINE
12" Cal W
GAS LINE
3" PG&E
3'-0"
16'-0"
EQUAL SPACES
20'-0"
EQUAL SPACES
11'-0"
13'-0"
10'-0"
25'-4"
EQUAL SPACES
10'-0"
25'-8"
EQUAL SPACES
8'-4"
12'-0"
NOTES:
8. For LAYOUT OF "WB2" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
the top of pipe and bottom of wall.
Minimum 6" clearance is required between
Elevations shown refer to the top of pipe.
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
464
153'-4"
153'-4"
8'-0"
3'-0"
1
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
SOUND WALL WORK ONLY
APPROVED FOR
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
06 Ker 0.2/R1.9178
4/06/18
09/30/18
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:04 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE0000 06000004851Karen ChapmanDina TobiaNardin Metwashla477
A SPH ASPHSCALE AS SHOWN
PLAN
1"=10'
11+00
DATUM Elev 380.00
EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-2 LOL
MEASURED ALONG
SW No. 2
BEGIN
LENGTH
SEE NOTE 3
Approx FG,
SEE NOTE 3
Approx OG,
SEE NOTE 4
TOP OF WALL,
10+00
Typ, SEE NOTE 2
16"x24" PILASTER
SOUND WALL No.2
12+00
3 EQUAL SPACES = 39'-0"
3'-0"
PILE SPACING
"SW-2" LOL
MEASURED ALONG
10+00 11+00
12+00
10+22.00 10+44.00 10+66.00
11+08.66
11+29.33
11+50.00
10+88.00 PI
11+70.00 PI
11+94.00 PI
N85°32'35"E"SW-2" LOL
S89°59'18"E N41°40'29"E
317'-4" (MEASURED ALONG "SW-2" LOL)
42'-8"39'-4"44'-0"46'-0"22'-0"
H=14'
90'-0"
H=16'
82'-0"
19'-0"
EQUAL SPACES
MATCH LINE STA 12+00H=14'
24'-0"MATCH LINE STA 12+00S83°06'10"E
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
Typ, SEE NOTE 2
16"x24" PILASTERS
Sta 323+26.05
65.50' Rt "EB2" LINE
10+00 "SW-2" LOL=
H=16'
121'-4"
30'-8"
SEE NOTE 6
Elev=402.31±
4" WATER,
SEE NOTE 6
Eev=401.8±
2" GAS,
SEE NOTE 6
Elev=402.75±
AT&T DUCT,
11+50
LEGEND:
8"X8" Opening for Kit Fox, NOTE 9
B15-5
SEE NOTE 6
Elev=401.5±
8" WATER,
LOCATION)
PILASTER
STEP (MATCH
DEVELOPED MIRROR ELEVATION
1"=10'
B15-5
B15-2
NOTES 1 & 4
CAP, SEE
TOP OF PILE
CARRIE R CANALNOTE 5
SEE
WATER LINE
4" Cal W
GAS LINE
2" PG&E
WATER LINE
8" Cal W
FO LINE
AT&T
9'-0"
3 EQUAL SPACES = 34'-0"
9'-0"
12'-0"
9'-4"
34'-0"
3 EQUAL SPACES
8'-8"
13'-0"
9'-0"
NOTES:
"WALL DETAILS NO.2" sheet.
9. For wall opening details, see "WALL OPENING" on
8. For LAYOUT OF "EB2" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
the top of pipe and bottom of wall.
Minimum 6" clearance is required between
Elevations shown refer to the top of pipe.
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
465
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:05 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
p
SCALE AS SHOWN
PLAN
1"=10'
13+00
DATUM Elev 380.00
SEE NOTE 3
Approx OG,
SOUND WALL No.2
12+00
Typ, SEE NOTE 2
16"x24" PILASTER
SEE NOTE 3
Approx FG,
SEE NOTE 4
TOP OF WALL,
EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-2" LOL
MEASURED ALONG
LENGTH
SW No. 2
END
H=16'
13+0012+00
12+22.67
12+54.00 PI12+52.00
12+84.00 PI
S83°06'11"ES89°14'08"E
N83°06'10"E
"SW-2" LOL
PILE SPACING
"SW-2" LOL
MEASURED ALONG
317'-4" (MEASURED ALONG "SW-2" LOL)
121'-4"
3'-0"MATCH LINE STA 12+00MATCH LINE STA 12+00Sta 326+32.50
65.08' Rt "EB2" LINE
13+17.33 "SW-2" LOL
Typ, SEE NOTE 2
16"x24" PILASTERS
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
29'-4"
32'-0"
31'-4"30'-8"
DEVELOPED MIRROR ELEVATION
1"=10'
B15-5
NOTES:
8. For LAYOUT OF "EB2" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
B15-2
NOTES 1 & 4
CAP, SEE
TOP OF PILE
LOCATION)
PILASTER
STEP (MATCH
B15-5
NOTE 5
SEE
WATER LINE
4" Cal W
20'-8"
2 EQUAL SPACES
19'-4"
EQUAL SPACES
23'-4"
EQUAL SPACES
10'-0"
10'-0"
22'-0"
EQUAL SPACES
10'-0"
466
13+20.53
326+35.70
1
320'-6 3/8"
124'-6 3/8"
34'-6 3/8"
3
26'-6 3/8"
1
1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:06 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
ASPHSCALE AS SHOWN
PLAN
1"=10'
11+00
DATUM Elev 380.00
EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-3" LOL
MEASURED ALONG
SW No. 3
BEGIN
LENGTH
SEE NOTE 3
Approx FG,
SEE NOTE 3
Approx OG,
SEE NOTE 4
TOP OF WALL,
10+00
Typ, SEE NOTE 2
16"x24" PILASTER
SOUND WALL No.3
12+00
H=16'
PILE SPACING
"SW-3" LOL
MEASURED ALONG
3'-0"
10+00 "SW-3" LOL
10+23.33
11+00
10+46.66 10+70.00 10+93.33 11+16.00 11+16.67 PI
11+17.33 PI
11+38.00 11+59.33 11+80.67
N81°52'35"E N81°52'35"EN08°07'25"W 12+00
MATCH LINE STA 12+00MATCH LINE STA 12+00324'-0" (MEASURED ALONG "SW-3" LOL)
44'-8"46'-8"25'-4"44'-0"
276'-0"
Sta 326+58.35
64.72' Rt "EB2" LINE
10+00 "SW-3" LOL
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
Typ, SEE NOTE 2
16"x24" PILASTERS
42'-0"
8"
10+90
11+80
LEGEND:
8"X8" Opening for Kit Fox, NOTE 9
DEVELOPED MIRROR ELEVATION
1"=10'BEECH StB15-5
NOTES:
"WALL DETAILS NO.2" sheet.
9. For wall opening details, see "WALL OPENING" on
8. For LAYOUT OF "EB2" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
NOTES 1 & 4
CAP, SEE
TOP OF PILE
B15-2
NOTE 5
SEE
WATER LINE
4" Cal W
SEWER LINE
6" Conc
GAS LINE
2" PG&E
3 EQUAL SPACES = 32'-8"
17'-4"
EQUAL SPACES
10'-0"
3 EQUAL SPACES = 36'-8"
10'-0"
3 EQUAL SPACES = 34'-8"
10'-8"
3 EQUAL SPACES = 34'-0"
10'-0"
467
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:07 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
24TH
ST
SCALE AS SHOWN
PLAN
1"=10'
13+00
DATUM Elev 380.00
SEE NOTE 3
Approx FG,
SEE NOTE 3
Approx OG,
SEE NOTE 4
TOP OF WALL,
12+00
SOUND WALL No.3
EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-3" LOL
MEASURED ALONG
LENGTH
SW No. 3
END
H=14'
Typ, SEE NOTE 2
16"x24" PILASTER
13+0012+00
12+26.00 12+50.00 12+74.00 12+98.00
12+02.00
N81°52'35"E"SW-3" LOL
12+03.33 PI
12+04.00 PI
PILE SPACING
"SW-3" LOL
MEASURED ALONG
3'-0"
324'-0" (MEASURED ALONG "SW-3" LOL)
48'-0"48'-0"24'-0"MATCH LINE STA 12+0048'-0"
H=16'
276'-0"
Typ, SEE NOTE 2
16"x24" PILASTERS
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
MATCH LINE STA 12+00S08°07'25"E
LEGEND:
8"X8" Opening for Kit Fox, NOTE 9
12+40
8"
42'-0"
DEVELOPED MIRROR ELEVATION
1"=10'
B15-5
NOTES:
"WALL DETAILS NO.2" sheet.
9. For wall opening details, see "WALL OPENING" on
8. For LAYOUT OF "EB2" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
13+01.40 BC
Sta 329+82.85
56.92' Rt "EB2" LINE
13+24.00 "SW-3" LOL = EC
No.
1408.97'
R T L
00°54'38"11.18'22.36'1
1
NOTES 1 & 4
CAP, SEE
TOP OF PILE
B15-2
NOTE 5
SEE
LOCATION)
PILASTER
STEP (MATCH
B15-5
WATER LINE
4" Cal W
SEWER LINE
6" Conc GAS LINE
2" PG&E
WATER LINE
8" Cal W
GAS LINE
4" PG&E
16'-0"
EQUAL SPACES
10'-0"
38'-0"
3 EQUAL SPACES
10'-0"
38'-0"
3 EQUAL SPACES
10'-0"
468
329'-5"
53'-5"
29'-5"
21'-5"
13+29.43
56.66'
329+88.48
WOODEN FENCE
EXTEND EXISTING
SIDE ACCESS.
FURNISHED SWING GATE FOR
AND EXISTING). INSTALL OWNER
(CMU TO MATCH BACK WALL
CONSTRUCT SIDE WALL
1
1
1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:08 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
ASPH
SCALE AS SHOWN
PLAN
1"=10'SOUND WALL No.4
EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-4" LOL
MEASURED ALONG
SW No. 4
BEGIN
LENGTH
H=14'
140'-8" (MEASURED ALONG "SW-4" LOL)
SEE NOTE 4
TOP OF WALL,
SEE NOTE 3
Approx FG,
SEE NOTE 3
Approx OG,
10+00
DATUM Elev 380.00
11+00
Typ, SEE NOTE 2
16"x24" PILASTER
10+00
11+00
PILE SPACING
"SW-4" LOL
MEASURED ALONG
3'-0"3'-8"
No.
568.30'
R T L
07°39'44"38.06'76.00'
571.33'06°17'04"31.36'62.67'
10+16.67
10+36.00 10+55.33 10+74.67 10+97.33 11+18.00
10+76.00 PI
10+78.00 PI
1
2
2
"SW-4" LOL 1
Sta 343+93.52
28.98' Rt "23RD" LINE
10+00 "SW-4" LOL=BC
Sta 345+39.00
28.68' Rt "23RD" LINE
11+40.66 "SW-4" LOL=EC
S11°32'22"W
Typ, SEE NOTE 2
16"x24" PILASTERS Typ, SEE NOTE 5
8"X4"X16" BLOCKS
SW No. 4
END
38'-0"38'-0"20'-8"42'-0"
LEGEND:
8"X8" Opening for Kit Fox, NOTE 9
B15-5
NOTES:
10+80
2'-0"
NOTES 1 & 4
CAP, SEE
TOP OF PILE
DEVELOPED MIRROR ELEVATION
1"=10'
B15-5
STEP
"WALL DETAILS NO.2" sheet.
9. For wall opening details, see "WALL OPENING" on
8. For LAYOUT OF "23RD" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
NOTE 5
SEE
B15-2
WATER LINE
4" Cal W
SEWER LINE
6" Conc
GAS LINE
2" PG&E
WATER LINE
8" Cal W
18'-0"
EQUAL SPACES
12'-0"
40'-0"
4 EQUAL SPACES
28'-0"
3 EQUAL SPACES 36'-0"
3 EQUAL SPACES
469
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:09 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
SCALE AS SHOWN
PLAN
1"=10'SOUND WALL No.5
10+00 11+00 12+00
EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-5" LOL
MEASURED ALONG
SW No. 5
BEGIN
LENGTH
10+00
11+00 12+00
SEE NOTE 4
TOP OF WALL,
SEE NOTE 3
Approx FG,
NOTES 1 & 4
CAP, SEE
TOP OF PILE
DATUM Elev 380.00
H=14'
No.
571.33'
R T L
21°00'10"1
10+22.00
10+44.00
10+66.00
10+88.00 11+10.00
11+54.001
"SW-5" LOL MATCH LINE STA 12+00397'-11" (MEASURED ALONG "SW-5" LOL)
Sta 345+49.76
28.67' Rt "23RD" LINE
10+00 "SW-5" LOL = BC
MATCH LINE STA 12+00Typ, SEE NOTE 2
16"x24" PILASTERS
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
LEGEND:
8"X8" Opening for Kit Fox, NOTE 9
SEE NOTE 6
Elev = 397.61±,
6" WATER,
PILE SPACING
"SW-5" LOL
MEASURED ALONG
SEE NOTE 3
Approx OG,
DEVELOPED MIRROR ELEVATION
1"=10'
B15-5
Typ, SEE NOTE 2
16"x24" PILASTER
SEE NOTE 6
Elev = 398.38±,
2" GAS,
WATER LINE
6" Cal W
GAS LINE
2" PG&E
GAS LINE
2" PG&E
209.43'
B15-5
LOCATION)
PILASTER
STEP (MATCH
SEE NOTE 5
B15-2
NOTES:
"WALL DETAILS NO.2" sheet.
9. For wall opening details, see "WALL OPENING" on
8. For LAYOUT OF "23RD" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
the top of pipe and bottom of wall.
Minimum 6" clearance is required between
Elevations shown refer to the top of pipe.
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
105.90'
11+32.00 11+76.00
52'-0"15'-0"
11'-0"3 EQUAL SPACES
39'-0"
9'-0"8'-0"9'-0"8 EQUAL SPACES
397'-11"
3'-0"
4 EQUAL SPACES SPACES
2 EQUAL
24'-0"44'-0"44'-0"44'-0"44'-0"11+0011+98.00
104'-0"
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:10 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES0600000485re001.dgn
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
Sound Wall work only
This plan accurate for
T.Y. LIN INTERNATIONAL
404 CAMINO DEL RIO SOUTH, SUITE 700
SAN DIEGO, CA 92108 BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
XXXX XXXXXXXxxKumar GhoshxxCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
06 Ker 178
Nardin Metwashla
C85513
09/30/18
4/06/18
0.2/R1.9 470 477
SCALE AS SHOWN
PLAN
1"=10'SOUND WALL No.5
No.R T L
628.67'06°03'21"33.25'
1
2
571.33'21°00'10"209.43'
68.45'
EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-5 LOL
MEASURED ALONG
LENGTH
SW No. 5
END
H=14'
Typ, SEE NOTE 2
16"x24" PILASTER
PILE SPACING
"SW-5" LOL
MEASURED ALONG
SEE NOTE 3
Approx FG, SEE NOTE 3
Approx OG,
SEE NOTE 4
TOP OF WALL,
14+0013+00
DATUM Elev 380.00
13+00
12+00
"SW-5" LOL 2
S50°08
'40"E
397'-11" (MEASURED ALONG "SW-5" LOL)
12+00MATCH LINE STA 12+00397'-11"MATCH LINE STA 12+00Typ, SEE NOTE 2
16"x24" PILASTERS
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
LEGEND:
8"X8" Opening for Kit Fox, NOTE 9
13+0012+00
SEE NOTE 6
Elev = 398.49±
2" GAS,
SEE NOTE 6
Elev = 398.11±
6" WATER,
SEE NOTE 6
Elev = 397.48±
6" SEWER,
B15-5
DEVELOPED MIRROR ELEVATION
1"=10'
12+09.43 EC
WATER LINE
4" Cal W
SEWER LINE
6" Conc
GAS LINE
2" PG&E
B15-2
SEE NOTE 5
NOTES 1 & 4
CAP, SEE
TOP OF PILE
B15-5
STEP , Typ
NOTES:
"WALL DETAILS NO.2" sheet.
9. For wall opening details, see "WALL OPENING" on
8. For LAYOUT OF "23RD" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
the top of pipe and bottom of wall.
Minimum 6" clearance is required between
Elevations shown refer to the top of piles.
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
471
1
105.90'
12+20.00
12+42.00
13+29.43 BC
12+64.00
12+86.00
13+08.00
13+52.00 13+74.00
13+30.00
44'-0"44'-0"44'-0"44'-0"
3'-0"
13'-0"8'-0"8 EQUAL SPACES
17'-0"
3 EQUAL SPACES
39'-0"18'-0"
4 EQUAL SPACES
52'-0"
SPACES
2 EQUAL
SPACES
2 EQUAL
23'-11"
104'-0"
Sta 349+55.06
28.67' Rt "23RD" LINE
13+97.91 "SW-5" LOL = EC
7/27/2018
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:11 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
ASPHSCALE AS SHOWN
PLAN
1"=10'
11+00
DATUM Elev 380.00
EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-6" LOL
MEASURED ALONG
SW No. 6
BEGIN
LENGTH
SEE NOTE 3
Approx FG,
SEE NOTE 3
Approx OG,
SEE NOTE 4
TOP OF WALL,
10+00
Typ, SEE NOTE 2
16"x24" PILASTER
SOUND WALL No.6
11+0010+00
10+17.33
10+34.67
10+74.67
N00°50'06"E
S89°10'36"E
SW No. 6
END
"SW-6" LOL
MEASURED ALONG
PILE SPACING
"SW-6" LOL
3'-0"
100'-0" (MEASURED ALONG "SW-6" LOL)
H=14'
100'-0"
48'-0"
52'-0"
3'-0"
Sta 362+22.83
92.85' Rt "23RD" LINE
10+00 "SW-6" LOL
Sta 362+70.94
40.86' Rt "23RD" LINE
11+00 "SW-6" LOL
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
Typ, SEE NOTE 2
16"x24" PILASTERS10+52.00 PI
B15-5
SEE NOTE 5
NOTES 1 & 4
CAP, SEE
TOP OF PILE
B15-2
NOTES:
8. For LAYOUT OF "23RD" LINE, see "ROADWAY PLANS".
location see "SOUND WALL DETAILS No.1" sheet.
7. For sound wall "TYPICAL SECTION" and wall LOL
utilities before installation of CIDH piles.
6. Contractor shall verify locations of existing
DETAILS No. 2" sheet.
5. For sound wall details see, "SOUND WALL
cap, see "SOUND WALL DETAILS No.1" sheet.
4. For elevations at top of sound wall and pile
"SOUND WALL DETAILS No.1" sheet.
3. For Approx OG and FG elevations, see
DETAILS No.4" sheet.
2. For PILASTER DETAILS, see "SOUND WALL
see "SOUND WALL DETAILS No.3" and
1. For PILE CAP AND PILE DETAILS,
WATER LINE
4" Cal W
SEWER LINE
6" Conc
GAS LINE
2" PG&E
SEWER LINE
6" Conc
DEVELOPED MIRROR ELEVATION
1"=10'
26'-0"
EQUAL SPACES
11'-0"
18'-0"
EQUAL SPACES
39'-0"
3 EQUAL SPACES
472
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:12 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
SCALE AS SHOWN
DEVELOPED ELEVATION
1"=10'
PLAN
1"=10'SOUND WALL No.8
TYPICAL SECTION
ƒ"=1'-0"
10+00 11+00
DATUM Elev 380.00
48'-0"48'-0"EXPANSION JOINT
DESIGN HEIGHT "H"
"SW-8" LOL
MEASURED ALONG
SW No. 8
BEGIN
LENGTH
SW No. 8
END
164'-2•" (MEASURED ALONG "SW-8" LOL)
SEE NOTE 2
Approx FG,
SEE NOTES 1 AND 3
TOP OF FOOTING,
11+00
3'-0"1'-0"Min6"Approx FGApprox OG "H"DETAILS, SEE
FOR SOUND WALL
B15-1
TOP OF WALL
BLOCKS
8"X4"X16"
PG = TOP OF FOOTING
10+00
11+00
Sta 349+62.87
20.41' Rt "23RD" LINE
10+00 "SW-8" LOL
"SW-8" LOL
Typ, SEE NOTE 5
8"X4"X16" BLOCKS
"SW-8" LOL
48'-0"
H=6'
SEE NOTE 2
Approx OG,
SEE NOTE 3
10+12.88 BC
10+33.61 EC
10+75.73 BC 11+18.33 PRC Sta 351+19.00
32.33' Rt "23RD" LINE
11+64.21 "SW-8" LOL EC
No.
559.528'
R T L
10.37'
203.421'11°59'49"21.37'
1
2
20.73'
632.33'22.95'3
2°07'23"
42.59'
4°09'26"45.88'
1
2
3
S54°44'51"E
10+54.59 IP
S52°58'25"E
S54°55'10"E
12"X4"X16" CAP
SEE NOTE 3
TOP OF WALL,SEE NOTE 5
SEE NOTE 6
Elev = 395.10±
18" STORM DRAIN
EACH BOND BEAM
#5 Cont AT
CENTERS BELOW, SEE NOTE 7
JOINT AT TOP AND AT 4'-0" Max
INVERTED WITH A …" MORTAR
DEEP OPENING), SECOND COURSE
BOND BEAM 2-(8"X4"X16"X1"
LEGEND:
8"X8" Opening for Kit Fox, Note 5
B15-1
B15-2
NOTES:
No grout joint allowed at bond beam location.
7. The 2 bond beam units must be grouted together.
the top of pipe and bottom of wall.
Minimum 6" clearance is required between
Elevations shown refer to top of the pipe.
utilities before installation of CIDH piles.
6. Contractors shall verify locations of existing
on "WALL DETAILS NO.2" sheet.
5. For wall opening details see "WALL OPENING"
4. For layout of "23RD" LINE, see "ROADWAY PLANS".
see "SOUND WALL DETAILS No.1" sheet.
3. For elevations at top of Soundwall and footing,
see "SOUND WALL DETAILS No.1" sheet.
2. For Approx OG and FG elevations,
1. For Sound Wall Footing, see and .
473
a
5. Add Mortar Cap.
described in "TYPICAL SECTION".
Deep Opening) with #5 Cont bar, as
4. Add Bond Beam 2-(8"x4"x16"x1"
3. Add 1'-8"x4"x16" Block.
2'-0" into Existing Grout.
per Caltrans Std Plan B15-1. Embed
2. Drill and Bond #4 Bars at 1'-4"
1. Remove Mortar Cap.
No. 8 to 6 feet,
To increase the height of Sound Wall
MORTAR CAP
INTO EXISTING GROUT
BARS, EMBED 2'-0"
DRILL AND BOND a
8"X4"X16" BLOCKS
1
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:13 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
SOUND WALL ELEVATIONS
SOUND WALL DETAILS No. 1
SCALE AS SHOWN
Approx OG
AT BOTTOM OF WALL
FULL MORTAR BED
PILE CAP
PG = TOP OF
TOP OF WALL
FG
Approx
"SW" LOL
2'-3" Max6" Min3'-11" Max0" MinSTREET SIDE
SIDE
PROPERTY
PRIVATE
TYPICAL SECTION
ƒ"=1'-0"
OG
Approx H = VARIES, SEE LAYOUT SHEETS"SW-8" LOL
Sta
(Ft)
Approx FG
(Ft)
Approx OG
(Ft)
PG
(Ft)
TOP OF WALL
"SW-8" LOL
11+64.21
11+50.00
11+25.00
11+00.00
10+75.00
10+50.00
10+25.00
10+00.00
398.929
398.918
398.899
398.927
399.009
399.147
399.295
399.423
398.929
398.918
398.899
398.927
399.009
399.147
399.295
399.423
398.33
398.33
398.33
398.33
398.33
398.33
398.33
398.33
403.33
403.33
403.33
403.33
403.33
403.33
403.33
403.33
"SOUNDWALL NO. 8" sheet.
For SW NO. 8 TYPICAL SECTION, see
NOTE:
"ROADWAY PLANS"
LIMITS (5'-0") SEE
Approx GRADING
Approx FG
MORTAR CAP
"SW-2" LOL
Sta
(Ft)
Approx FG
(Ft)
Approx OG
(Ft)
PG
(Ft)
TOP OF WALL
"SW-2" LOL
13+17.33
13+00.00
12+84.00
12+75.00
12+50.00
12+25.00
12+00.00
11+94.00
11+75.00
11+70.00
11+50.00
11+25.00
11+00.00
10+75.00
10+50.00
10+25.00
10+00.00
406.19
406.37
406.50
406.53
406.59
406.68
406.74
406.75
407.03
407.05
407.04
406.96
406.88
406.80
406.72
406.70
406.67
404.20
404.27
404.34
404.37
404.47
404.58
404.68
404.70
404.68
404.68
404.68
404.50
404.79
405.55
405.86
406.18
406.49
403.67
403.67
403.67
403.67
403.67
403.67
404.00
405.00
405.00
404.00
404.00
404.00
404.67
405.00
405.00
405.00
405.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
419.00
"SW-3" LOL
Sta
(Ft)
Approx FG
(Ft)
Approx OG
(Ft)
PG
(Ft)
TOP OF WALL
"SW-3" LOL
13+24.00
13+00.00
12+75.00
12+50.00
12+25.00
12+04.00
12+03.33
12+00.00
11+75.00
11+50.00
11+25.00
11+16.67
11+00.00
10+75.00
10+50.00
10+25.00
10+00.00
402.10
402.39
402.69
402.98
403.27
403.50
403.51
403.55
403.84
404.13
404.41
404.51
404.71
405.00
405.31
405.61
405.92
401.78
401.94
402.13
402.32
402.50
402.66
402.66
402.69
402.68
402.66
402.64
402.65
402.67
402.70
402.74
402.77
402.80
401.25
401.25
401.25
401.25
401.25
402.00
402.00
402.00
402.00
402.00
402.00
402.00
402.00
402.00
402.00
402.00
402.00
414.58
414.58
415.58
415.58
415.58
416.33
416.33
416.33
416.33
416.33
417.00
417.00
417.00
417.00
418.00
418.00
418.00
"SW-4" LOL
Sta
(Ft)
Approx FG
(Ft)
Approx OG
(Ft)
PG
(Ft)
TOP OF WALL
"SW-4" LOL
11+40.66
11+25.00
11+00.00
10+78.00
10+75.00
10+50.00
10+25.00
10+00.00
401.91
401.91
401.89
401.85
401.82
401.76
401.68
401.58
401.38
401.58
401.69
401.77
401.68
401.12
400.95
400.83
400.83
400.83
400.83
400.83
400.83
400.33
400.33
400.33
414.83
414.83
414.83
414.83
414.83
414.33
414.33
414.33
"SW-1" LOL
Sta
(Ft)
Approx FG
(Ft)
Approx OG
(Ft)
PG
(Ft)
TOP OF WALL
"SW-1" LOL
11+57.33
11+53.33
11+50.00
11+37.33
11+25.00
11+00.00
10+83.33
10+75.00
10+68.00
10+50.00
10+25.00
10+00.00
405.19
405.23
405.29
405.21
404.96
404.78
404.67
404.66
404.65
404.59
404.54
404.52
405.17
405.05
405.04
404.84
404.73
404.56
404.44
404.74
405.10
405.01
405.15
404.52
404.00
404.00
404.00
404.00
404.00
404.00
404.00
404.00
404.00
404.00
404.00
404.00
418.00
418.00
418.00
418.00
418.00
418.00
418.00
418.00
418.00
418.00
418.00
418.00
"SW6" LINE
Sta
(Ft)
Approx FG
(Ft)
Approx OG
(Ft)
PG
(Ft)
TOP OF WALL
"SW-6" LOL
11+00.00
10+75.00
10+52.00
10+50.00
10+25.00
10+00.00
401.76
401.09
400.38
400.41
401.07
401.02
401.76
401.09
400.38
400.41
401.07
401.02
399.50
399.50
399.50
399.50
399.50
399.50
413.50
413.50
413.50
413.50
413.50
413.50
"SW-5" LOL
Sta
(Ft)
Approx FG
(Ft)
Approx OG
(Ft)
PG
(Ft)
TOP OF WALL
"SW-5" LOL
10+00.00
10+25.00
10+50.00
10+75.00
11+00.00
11+25.00
11+50.00
11+75.00
12+00.00
12+25.00
12+50.00
12+75.00
13+00.00
13+25.00
13+50.00
13+75.00
401.86
401.84
401.80
401.71
401.58
401.46
401.34
401.16
400.92
400.74
400.56
400.38
400.20
400.01
399.85
399.74
399.62
401.00
401.00
401.00
401.00
401.00
399.00
399.00
399.00
415.00
415.00
415.00
415.00
415.00
413.00
413.00
413.00
413.00
413.00
413.00
413.00
474
13+97.91
401.86
401.84
401.80
401.71
401.58
400.88
400.71
400.53
400.24
400.42
400.55
400.47
400.29
400.08
399.78
399.77
399.37
413.75
413.75
413.00
413.75
413.00
399.75
399.75
399.75
399.75
400.75
399.75
399.00
399.00
399.00
7/27/2018
404.33
404.33
404.33
404.33
404.33
404.33
404.33
404.33
1
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
SOUND WALL WORK ONLY
APPROVED FOR
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
06 Ker 0.2/R1.9178
4/06/18
09/30/18
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
1 10/01/21
REVISION DATE DESCRIPTION
AS BUILT
No. 3" sheet
DETAILS
"SOUND WALL
PILE DETAILS, SEE
FOR PILE CAP AND
No. 2" sheet
SEE "SOUNDWALL DETAILS
FOR SOUNDWALL DETAILS
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:14 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE0000 06000004851Karen ChapmanDina TobiaNardin Metwashla477
"S"
5'-0" Max
1'-6" Min
Approx
PILE SPACING
• PILE
DETAIL D
FG
8"
Typ
b bars
a bars
2'-10"LIMITS OF "SECTION A-A"b BARS
a BARS
OG
Approx
#5
SW LOL
BOND BEAM
#5 Cont AT EACH
FOR LOCATION
SEE OTHER SHEETS
EXPANSION JOINTS. B-B""SECTION LIMITS OF TYPICAL SECTION
NO SCALE
ELEVATION
NO SCALE
2.
3.
4.
NOTES:
5.
6.
Approx FG
Approx OG
ELEVATION
PILASTER
NO SCALE
8"2'-0"
THROUGH PILASTER
AND #5 REINFORCEMENT
CONTINUE BOND BEAM
8"x4"x16" BLOCKS, TYP
a
WITHIN LIMITS OF PILASTER
FROM TOP OF PILASTER CAP
BARS TO BE EXTENDED TO 2"
SOUND WALL DETAILS No. 2
SCALE AS SHOWN
SHEET
WALL DETAILS No. 3"
DETAILS, SEE "SOUND
FOR END OF WALL
WALL No. 5
No. 3, WALL No. 4 AND
AT TOP OF WALL FOR WALL
Reinf EXTENSION FOR STEP
4'-0" Min BOND BEAM AND
No. 3" SHEET
"SOUNDWALL DETAILS
PILASTER CAP, SEE
No. 4" SHEET
"SOUNDWALL DETAILS
DETAILS, SEE
FOR PILASTER VARIES"Y""H"1.
B15-5
B15-5
B15-5
(H=12'-0" THRU 16'-0")
B15-5
OPENING DETAIL
1"=1'-0"
8"x4"x16" BLOCKS, TYPSOUND WALL Reinf
FG
OR FOOTING
TOP OF PILE CAP
1'-3"Tot 2 EACH SIDE
#5 X 3'-0"
CENTERED OVER OPENING
#5 X 4'-0" Tot 2
7.
8.
Full mortar bed at bottom of wall.
B15-3
B15-4
For details not shown, see and
FG
Approx
2" MORTAR CAP
SEE NOTE 9
8"X8" OPENING
OPENING, SEE NOTE 10
PLATE CENTERED OVER
18"X14" 12 Ga STEEL
TOP BOND BEAM 1-(8"x4"x16"x…" DEEP OPENING),
4'-0" Max CENTERS BELOW, SEE NOTE 8
WITH A …" MORTAR JOINT AT TOP AND AT
DEEP OPENING), SECOND COURSE INVERTED
INTERMEDIATE BOND BEAM 2-(8"x4"x16"x1"
on each side.
The steel plate to be bolted to the masonry block with 2 - 3/8" Á studs
The bottom of the opening to be at finished grade.
No grout joint allowed at bond beam location.
The 2 bond beam units must be grouted together.
For FG, OG AND TOP OF PILE CAP Elev, see "SOUNDWALL DETAILS No. 1" sheet.
For pile spacing, see soundwall layout sheets.
For "DETAIL D" and pile details, see
For details not shown, see "SOUNDWALL DETAILS No. 3" and
Masonry strengths are listed in "SOUNDWALL REINFORCEMENT TABLE".
Horizontal and vertical joints shall be tooled concave.
All blocks shall be laid in running bond.
DETAILS, SEE
FOR PILE CAP AND PILE
9.
10.
475
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:15 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
PILASTER ALONG WALL PILASTER AT CORNERPILASTER AT END
WALL DETAILS AT PILASTER
•"=1'-0"3" "L"PAYMENTLENGTH OF1'-9"4" Clr9"9"
#4
PILE CAP#4 ALTERNATE TAILS
#5 TOTAL 7
Approx
OG, NOTE 3
FG, NOTE 3
Approx
PILE CAP SECTION
NO SCALE
DETAILS No. 4" SHEET
WALL" ON "SOUND WALL
SEE "PILASTER DETAIL ALONG
SW LOL
SW LOL
No. 4" SHEET
ON "SOUND WALL DETAILS
AT EXPANSION JOINT"
SEE "PILASTER DETAIL
SHEETS FOR LOCATION
SEE WALL LAYOUT
EXPANSION JOINT.
• BLOCK CELL
• PILE CAP =
• PILE =
• PILE
PILE CAP
TOP OF
WITH #5
BOND BEAMS
INTERMEDIATE
4'-0"±MORTAR CAP
4'-0"BOND BEAMS
#5 Cont AT
END OF WALL DETAILS
NO SCALE
FG, NOTE 3
Approx
PILASTER CAP - PLAN
NO SCALE
ELEVATION
PILASTER CAP -
MORTAR CAP
PILASTER CAP
PRECAST OR CIP
a BARS
SOUNDWALL REINFORCEMENT
LOCATION OF HOLES WITH
CAP OPTION. COORDINATE
2" HOLES FOR PRECAST
Typ
1" Clr
PILE CAP
LIMITS OF
"END OF WALL DETAILS"
DETAILS No. 4" SHEET AND
WALL END" ON "SOUND WALL
SEE "PILASTER DETAIL AT
NO SCALE
WIRE REINFORCEMENT
4 x 4 - W 4.0 x 4.0 WELDED4"8"SCALE AS SHOWN 3"SHRINK GROUT
HOLES WITH LOW
OPTION, FILL 2"
FOR PRECAST CAP 2'-4"
2'-9"
Var 2'-4" TO 2'-9"TO 2'-1"Var 1'-8" SOUND WALL DETAILS No. 3
NOTES:
1.
2.
3.
4.
measured along the SW LOL.
Pile spacing shown on the wall layout sheets shall be
DETAILS No. 4" sheet.
For pilaster details not shown, see "SOUND WALL
DETAILS No. 1" sheet.
For FG, OG AND TOP OF PILE CAP Elev, see "SOUND WALL
with a 6" tail hooked around a longitudinal bar.
splices and at ends shall be terminated with a 135° hook
at least 80 wire diameters. Spiral reinforcement at
Lapped splices in spiral reinforcement shall be lapped
For Case 1, = 25 Min.
"SOUND WALL DETAILS No. 2" and
For pile details not shown, see
5.
B15-5
• PILE • PILE • PILE • PILE
• PILE
Max
5'-0"
SW LOL
NOTE 1
CIDH PILE,
476
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:17 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21
PILASTER DETAIL ALONG WALL
ƒ"=1'-0"
SECTION F-F
ƒ"=1'-0"
FOOTING DETAIL AT CORNER
ƒ"=1'-0"
DETAIL AT WALL CORNER
ƒ"=1'-0"6"LIMITS OF PILE CAP
AT EACH BOND BEAM
#5 OR
BLOCKS
8"X4"X16"
a b
NOTE 2
SEE "DETAIL D",
#4
PILE CAP
LIMITS OF
PILASTER
LIMITS OF
Tot 3 WITHIN
#4 SEE NOTE 2
#5 PILE CAP Reinf,
BLOCKS
PILASTER
SW LOL
SW LOL
SW LOL
#4
Tot 4
#4
1'-6"Reinf
PILE CAP
TYPICAL
Tot 4
#4
1'-6"
SEE NOTE 2
#5 OR #6 PILE CAP Reinf,6"3"
a b
PILASTER DETAIL AT WALL END
ƒ"=1'-0"
3"6"a b
LIMITS OF PILE CAP
AT EACH BOND BEAM
#5 OR
LIMITS OF PILE CAP
BLOCKS
8"X4"X16"
BLOCKS
8"X4"X16"
F
F
F
BOND BEAM
AT EACH
#4
BOND BEAM
AT EACH
#4
2'-3"
SW LOL
SW LOL
NOTE 4
PILE CAP
LIMITS OF
PILE CAP
LIMITS OF
2'-6"
AT EACH BOND BEAM
#5 Cont
F
NOTE 4
SW LOL
BLOCKS
8"X4"X16"
a a
NOTES:
5.
4.
3.
2.
1.
BLOCKS
8"X4"X16"6"3"
ba
a b F
F
PILE CAP
LIMITS OFPILE CAP
LIMITS OF
AT CORNER ALONG WALL6"3"
PILE CAP
LIMITS OF
a b
PILASTER DETAIL AT EXPANSION JOINT
ƒ"=1'-0"
BLOCKS
8"X4"X16"BLOCKS
8"X4"X16"
PILE CAP
LIMITS OF
BOND BEAM
AT EACH
#4
BOND BEAM
AT EACH
#4
AT EACH BOND BEAM
#5
LIMITS OF
PILE CAP
JOINT
EXPANSION
JOINT
EXPANSION
AT CORNERS
2'-0" HOOK, Typ
NOTE 4
SW LOL
BOND BEAM
AT EACH
#5
BOND BEAM
AT EACH
#5
SW LOL
BOND BEAM
AT EACH
#5
NOTE 4
BLOCKS
8"X4"X16"
BLOCKS
8"X4"X16"a
a
SOUND WALL DETAILS No. 4
B15-5
PILE CAP
For pilaster cap details, see "SOUND WALL DETAILS No. 3" SHEET.
Vertical bars 1" clear from cell wall.
DETAILS No. 1" sheet.
For FG, OG AND TOP OF PILE CAP Elev, see "SOUND WALL
"SOUND WALL DETAILS No. 3" .
For pile cap details not shown, see and
DETAILS No. 2" sheet.
For wall details not shown, see "SOUND WALL
3"6"a b
2'-6"
LIMITS OF PILE CAP
SW LOL
BLOCKS
8"X4"X16"
SW LOL
AT SHORT CORNER
STATION 12+02 SIMILAR
SOUND WALL No. 3 STATION 11+16 SHOWN,
AT EACH BOND BEAM
#5 Cont
PILE CAP
PILE CAP
LIMITS OF
a
NOTE 4
477
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:38:18 PM12/17/2021CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RPen Table =>$PLTDRVS$Driver Name =>$PENTBLS$$SCALE$SCALE:=>00-00-00BORDER LAST REVISED 7/2/2010
USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
imartin 0 1 2 3 UNIT PROJECT NUMBER & PHASE
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE
CITY HALL NORTH
CITY OF BAKERSFIELD,
0000
SOUND WALL WORK ONLY
APPROVED FOR
06000004851
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH,
SUITE 700
Karen ChapmanDina TobiaNardin Metwashla06 Ker 0.2/R1.9178
4/06/18
09/30/18
477
Nardin Metwashla
C85513
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-484704
RYAN WILSON
10/01/21