HomeMy WebLinkAbout12.5-183x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:16 PM4/4/2018CHECKED 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 =>06xxxxxxxxca001.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
"OAK-1" LINE FL HP
6'
SW
2%2%
3'
FLATTER
4:1 OR
8
ETW
40'
FLR/W
8'
SW
6'
8
1
TYPE "B"
CITY CURB CITY CURB TYPE "B"
OG
B
(TYPE CL-6)
CHAIN LINK FENCE
3:1 OR FLATTER
SEE GRADING PLANS Var
38'-38.3'
14'
ACCESS ROAD
2%
18'
2
1.5%1.5%
X-1
TYPICAL CROSS SECTIONS
STRUCTURAL SECTIONS
5
4
3
2
1
6
ABBREVIATIONS:
7
NOTES:
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT
TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
3. LIMITS & TYPE OF CURB, DIKE, & MGS ARE SHOWN ON THE LAYOUT SHEETS AND
NO SCALE
Sta "OAK-1" 257+40.08 TO 259+50
DESIGN DESIGNATION
ROUTE 178
TI
V
T
D
20 13.0
45 mph
4%
62%
ESAL
DHV
ADT (2036)
ADT (2016)
25,150,000
7,900
87,500
70,500
INLAND VALLEY
PAVEMENT CLIMATE REGION
TE TAPERED EDGE
8
9
0.65' CI 2 AB
0.60' HMA (TYPE A)
0.50' CI 2 AB
0.20' HMA (TYPE A)
0.50' HMA (TYPE A)
SLURRY SEAL VARIOUS LOCATIONS
0.33' MINOR CONCRETE SIDEWALK
MISC RECONSTRUCTION
*
A 0.60' CTB
0.50' HMA
B 0.13' CI 2 AB
0.61' HMA
C 0.11' CI 2 AB
0.73' HMA
D 0.26' CI 2 AB
0.58' HMA
*
VARY AND INFORMATION SHOWN IS APPROXIMATE.
EXISTING STRUCTURAL SECTION DEPTHS MAY
OAK STREET
4. SEE PAVEMENT DELINEATION SHEETS FOR LOCATION OF ETW.
0.90' CI 2 AB
0.65' HMA (TYPE A)
STRUCTURAL SECTIONS
EXISTING
0.50' 95% COMPACTED NATIVE SOIL
0.50' CI 2 AB ACCESS ROADS
0.50' CI 2 AB
0.35' MINOR CONCRETE (TEXTURED PAVING)STAMPED CONCRETE10
11 1.50' 95% COMPACTED NATIVE SOIL
0.50' CLASS A PCC
1.00' HMA (TYPE A)
0.35' COLD PLANE AC PAVEMENT
0.35' HMA (TYPE A)
MINOR STREETS (RESIDENTIAL), ALLEYWAYS AND TRAILS
CONCRETE PAVEMENT (BUS PAD)
OAK St (24TH St TO SOUTH LIMIT)
24TH St AND 23RD St (KERN RIVER BRIDGE St TO M St)
OAK St (24TH St TO SOUTH LIMIT)
24TH St AND 23RD St (KERN RIVER BRIDGE TO D St)
(M St to 24tTH St SEPARATION)
ROUTE 178 "W178" & "E178" LINE
(M St to 24tTH St SEPARATION)
ROUTE 178 "W178" & "E178" LINE OVERLAY
2. LIMITS OF THE STRUCTURAL SECTIONS ARE SHOWN ON THE LAYOUT SHEETS AND.
IN THE CONSTRUCTION DETAIL SHEETS.
IN THE CONSTRUCTION DETAIL SHEETS.
2
VarVar
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:17 PM4/4/2018CHECKED 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 =>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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:17 PM4/4/2018CHECKED 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 =>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
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%
FL
5'
LINE
"EB2"
LINE
"WB2"
ETW
ETW ESETWETW
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
RW No. 314
(SEE STRUCTURES PLANS)
6'-16'
Var6'4'
SW Pkwy
2.1'
42'2.4'-12'
Var1'
49'
OG
Var
Med
10.8'
2.7'-
10
TYPE" "M"
CITY CURB
TYPE" "M"
CITY CURB
C
18'
2
1.5%
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:18 PM4/4/2018CHECKED 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 =>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
"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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:18 PM4/4/2018CHECKED 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 =>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
"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
1010
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:19 PM4/4/2018CHECKED 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 =>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
"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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:19 PM4/4/2018CHECKED 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 =>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
"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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:20 PM4/4/2018CHECKED 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 =>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
"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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:20 PM4/4/2018CHECKED 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 =>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"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
D2
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+63.83
"23RD" Sta 348+87.26 TO 352+00
"23RD" Sta 352+00 TO 352+99.60
10
"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
54
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:21 PM4/4/2018CHECKED 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 =>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
X-10
TYPICAL CROSS SECTIONS
NO SCALE
ROUTE 178
"E178" Sta 395+34.02 TO 397+20
"E178" Sta 397+20 TO 398+76.81
11
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:21 PM4/4/2018CHECKED 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 =>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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:22 PM4/4/2018CHECKED 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 =>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
"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%
"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
X-12
TYPICAL CROSS SECTIONS
NO SCALEROUTE 178
"W178" Sta 396+09.45 TO 397+50
"W178" Sta 397+50 TO 399+15.96
"W178" Sta 399+15.96 TO 403+75
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:22 PM4/4/2018CHECKED 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 =>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
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%
X-13
TYPICAL CROSS SECTIONS
NO SCALE
ROUTE 178
"W178" Sta 403+75 TO 405+50
14
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:35 PM4/4/2018CHECKED 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 =>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
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 17
8
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:57 PM4/4/2018CHECKED 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 =>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
P
DIRT
ASPH
ASPH
ASPHASPHDIRTASPHASPHDIRTCONC
CONC
ASPH
P
ASPHASPHCONCASPHASPH
8 9 1 2 3 3154891234315
310 FFFF
F FFLAYOUT
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" LINE
Beg TAPER
DETAIL PLANS)
(SEE CONSTRUCTION
TRAIL CONNECTION
KERN RIVER PARKWAY
BC
313+69.36
"WB2"
LEGEND:
MINOR CONCRETE (TEXTURED PAVING)
~
~
~
AFES (TYPE 12B)
~
16
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:58 PM4/4/2018CHECKED 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 =>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
P
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONCFFCF2602651234ASPH
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
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STP
ASPH
FFFF
C
CFC
320678
9
1 2
3206789
1
21012347
89LAYOUT
L-2SEE SHEET L-3MATCH LINE "WB2" Sta 322+50SEE ABOVE RIGHT
MATCH LINE "OAK-1" Sta 259+50
R/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
(TYPE CL-6)
CHAIN LINK FENCE
64' Rt "EB2" +34.20
SAWCUT AND CONFORM
SAWCUT AND CONFORM
(TYPE CL-6) (W=24')
CHAIN LINK GATE
(TYPE CL-6)
Beg CHAIN LINK FENCE
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
"WB2" LINE
"EB2" L
INE
"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
7
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
PPPPP
CO
NC
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOOL POOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:48:59 PM4/4/2018CHECKED 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 =>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
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
(TYPE CL-6)
END CHAIN LINK FENCE
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
ECBC
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
50.5'50.5'12' Lt "EB2" +83.18
64' Lt "WB2" +85.29
"WB2" 324+19.36 EC
60' Lt "WB2" +17.43
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
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STPP
P
P
P
OOLDENSE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:00 PM4/4/2018CHECKED 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 =>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
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
118.39' Lt "B" +27.24
104.52' Lt "B" +62.89 112.07' 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"
105.49' 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 CONFORM7.50' 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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:01 PM4/4/2018CHECKED 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 =>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
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
ASP
H
ASPHASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
CONC
CONCASPH
CONC
ASPH
ASPH
CONCCONCC STASPHD STE ST23RD ST
23RD STFF
F
F
F
350
355
360
8
9
1 2 3 4 6 7 8 93
45
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
120.00'
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
Beg CITY CURB TYPE "B"
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
END CITY CURB TYPE "B"
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
9.5'24TH St
23RD St
"
2
3
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'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:02 PM4/4/2018CHECKED 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 =>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
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
PPPPPP
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
PP
P
P
P
PP
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
ASPHCONC
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
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
CURB TYPE "B"
Beg CITY
"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
TYPE "B"
END CITY CURB
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
21
24TH St
23RD St
"24TH" LINE
"23RD" LINE G StH StF StF StG StH StEYE StEYE St2
2
2
2
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:04 PM4/4/2018CHECKED 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 =>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
PP
ASPH
ASPH
ASPHASPH
TRAILER
CONCCONC
ASPH
PP
P P
ASPHCONCASPH
CONC
6
7
7
8FPASPHASPHASPHASPH
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
395
6
375
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 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
TYPE "B"
END CITY CURB
"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
TYPE "B"
Beg CITY CURB
"24TH" +10.19
93.85' Lt
TYPE "B"
END CITY CURB
"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)27'2
7'
"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 PT
CONFORM
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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:05 PM4/4/2018CHECKED 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 =>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
P ASPHAS
PH
ASPHASPH
ASPHP
PP
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
PPP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONCCONC
ASPH
ASPHASPH
CONC
23RD ST
ASPH
24TH ST
25TH ST
N STQ STASPHP
P ASPHASPHASPHCONC
CONC CONCASPH
ASPHASPH23RD ST M STF
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
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
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
P
DIRT
ASPH
ASPH
ASPHASPHDIRTASPHASPHDIRTCONC
CONC
ASPH
P ASPHASPHASPHCONCASPHASPH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:06 PM4/4/2018CHECKED 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 =>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
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
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
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPHCONC
ASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:07 PM4/4/2018CHECKED 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 =>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
320678
9
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
"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
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
PPPPP
CO
NC
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOOL POOLPOOLPOOL 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:08 PM4/4/2018CHECKED 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 =>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
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
N=2326255.03 Lat=3522'48.4
E=6252958.17 Lon=1192'8.1
Sta=326+47.54 Off=309.06' 94.20m
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
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 STPP
P
P
P
OOLDENSE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:09 PM4/4/2018CHECKED 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 =>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
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
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
ASP
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:10 PM4/4/2018CHECKED 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 =>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
350
355
360
8
9
1 2 3 4 6 7 8 93
45
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
24TH St
23RD St
"24TH" L
INE
"23
R
D"
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
PPPPPP
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
PP
P
P
P
PP
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
ASPHCONC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:11 PM4/4/2018CHECKED 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 =>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
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:12 PM4/4/2018CHECKED 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 =>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
395
6
375
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
24TH St
23RD St M St"23RD" LINECHESTER AveK StL StL StK StCHESTER AveM StConc CURB
Rem 265'"C" LINE
P ASPHAS
PH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
PPP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
ASPH
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:13 PM4/4/2018CHECKED 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 =>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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:37 PM4/4/2018CHECKED 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 =>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
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:39 PM4/4/2018CHECKED 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 =>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
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:39 PM4/4/2018CHECKED 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 =>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
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
"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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:49:40 PM4/4/2018CHECKED 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 =>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
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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:06 PM4/4/2018CHECKED 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 =>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
315
6
7
3 4
315
4
6
7
3
9 1 2
9 1 2310
CONC
CONC
R/W
CONSTRUCTION DETAILS
C-1
SCALE: 1" = 20'
"W B2 " +6 9 .3 6
2.40'
Lt "EB2"
+63.09
R/W
R/W405.49 ES
FL
2%2%2%"W BL" +00"WBL" +25"W BL" +5 0
"W B2 " +00"W B2 " +25"WB2" +50"W B2 " +75"W B2" +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
BL" +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
55.70' Rt "EBL" +89.41
MATCH Exist
(410.62) ES
44.78' Lt "WBL" +81.68
MATCH Exist
(410.66) FL
410.59 FL
"WBL" +00
"W B2 " +9 1 .4 8
"EB2" +93.88
Var44.50' Lt "WBL" +46.52
409.74 FL
44.50' Lt "WBL" +62.52
409.50 FL 10%5'5'5'408.47 FL
54.00' Lt "WB2" +76.72
407.88 FL
"WB2" +33.2854.00' Lt 5'5'4' 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 .9 2
4 1 0 .6 3 410.55 410.1 8 409.47 409.8 1 409.1 3 408.7 9 408.45 408.13 407.81 407.49 407.17 406.85 406.55 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
4 409.40
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"Max2%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
"EB2" LINE
"WB2" LINE
LINE
"WBL"
LINE
"EBL"
24TH StOAK
St
RIVERKERN "WBL" LINE
"EBL" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:07 PM4/4/2018CHECKED 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 =>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
PPPASPHASPHASPHASPHASPHASPHASPH320678967897 8
10123 320678967897 8
10123
PPPASPHASPHASPHASPHASPHASPHASPHCONSTRUCTION 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
316316404.10 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"EB2" LINE"WB2" LINE"OAK-1" LINE
"OAK-2" LINE
OAK St
OAK St
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:08 PM4/4/2018CHECKED 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 =>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
PPASPHASPH260789 1 2
3 4 ASPHASPHASPHCONSTRUCTION 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%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 FL403.86 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'
& CONFORM
SAWCUT
38
OAK St
"OAK-1" LINE
OAK St
"OAK-1" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:09 PM4/4/2018CHECKED 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 =>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
P
P
P
P P
P
P
P
P
P
P
PP
P
ASPH
POOLCONCPOOLASPHASPHASPHASPH
ASPH
ELM STASPH325
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
"EB2" LINE
"WB2" LINE OLIVE St24TH
S
tELM 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:10 PM4/4/2018CHECKED 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 =>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
P
P
p
ASPHASPHELM STASPHASPHPOOL CONCASPH325
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
CE
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
3À/4
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
"EB2" LINE
"WB2" LINE
24TH St
Carrier Canal2
0'
1
2'
2
0'ELM StELM St ALLEY30'SECTION A-A2%
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:11 PM4/4/2018CHECKED 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 =>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
PP
P
P
P
P
pASPHCONC ASPHASPHASPHASPHASPHCONC24TH ST
ELM STASPHELM STASPHP
ASPHUB UB
325
330
6
7
8
9
325
330
6
7
8
9
CONSTRUCTION DETAILS
C-6
SCALE: 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/W
3À/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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:12 PM4/4/2018CHECKED 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 =>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
PPP
P
P
P
P
P
PP
P P PP
ASPH
ASPH ASPHASPHPOOLCONC
CONC
POOL
CONC
CONC
CONC
CONC
CONC
CONCCONC
CONC
ASPHASPHASPHMYRTLE STASPHSPRUCE STP
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:13 PM4/4/2018CHECKED 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 =>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
P
P
P
OOL
ASPH
ASPH
CONC
CONC ASPHASPHASPHPINE STCEDAR ST340
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" +0060.50' 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
PINE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:14 PM4/4/2018CHECKED 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 =>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
P P POOLPOOL
POOL
ASPH
ASPHASPHASPH
ASPHASPHCEDAR STASPHA ST4
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:15 PM4/4/2018CHECKED 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 =>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
PP
P
ASPHASPHASPHASPH
ASPHASPHB STASPHC STP
P
CONC
A
S
P
H
23RD ST
345
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 TAPER401.41
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
42'
35'
-"23RD
" L
INE
23R
D ST
24TH ST
"24TH
" L
INEBAY 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'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:15 PM4/4/2018CHECKED 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 =>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
P
PP
PP
ASPH
ASPHASPH
ASPH
ASPH
ASPHP
P
PASPH
ASPHASPH
ASPHASPH
A
S
P
H
ASPH
CONC D ST23RD ST
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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:16 PM4/4/2018CHECKED 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 =>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
ASPHASPH
24TH ST
C ST2 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
47
"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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:17 PM4/4/2018CHECKED 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 =>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
ASPH ASPH5 6
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 6
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
D St"24TH" LINE DRAKE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:18 PM4/4/2018CHECKED 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 =>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
PP
ASPH
CONC
FP
ASPH
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
"24TH" LINE24TH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:18 PM4/4/2018CHECKED 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 =>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
ASPH
ASPH
CONC
ASPH
ASPHPP
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
FL
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
50
"24TH" LINE
E StENCINA 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:19 PM4/4/2018CHECKED 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 =>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
P
P PP
PP
PP
ASPHASPHASPH
ASPH
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
51
"24TH" LINE
F 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:19 PM4/4/2018CHECKED 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 =>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
P P PP
P
ASPH
ASPH
FP
CONC
ASPH
ASPH
24TH ST
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
52
"24TH" LINE24TH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:20 PM4/4/2018CHECKED 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 =>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
P
P
PP
P
P
PP
P
ASPH
24TH ST
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
53
"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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:21 PM4/4/2018CHECKED 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 =>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
P
P
P
P
P P
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 FL
402.16 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
54
"24TH" LINE
H 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:21 PM4/4/2018CHECKED 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 =>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
ASPH
ASPH ASPHMATCH 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
H 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:22 PM4/4/2018CHECKED 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 =>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
FPP P
ASPH
ASPH
ASPH
CONC
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
56
"24TH" LINE24TH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:22 PM4/4/2018CHECKED 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 =>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
ASPH
ASPH
CONC
ASPH
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 +9627.00' 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) FL
ELEVATIONS
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
402.24
49.32' Lt "24TH" +31.05
MATCH Exist
(401.71) FL
+91.35
49.27' Lt "24TH"7'7'57
"24TH" LINE
EYE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:23 PM4/4/2018CHECKED 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 =>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
ASPASPH
CONC ASPH6 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) FL38.95' 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
MATCH Exist
(401.63) 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
58
"24TH" LINE
CHESTER Ave24TH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:23 PM4/4/2018CHECKED 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 =>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
ASPH
ASPH
CONCASPHASPHASPH89
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
"24TH" LINE24TH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:24 PM4/4/2018CHECKED 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 =>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
P
P
P
ASPH
FP
CONC
ASPH380 1
2
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
27.31' Rt "24TH" +79.17 ECR
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
"24TH" LINE
K 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:25 PM4/4/2018CHECKED 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 =>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
PP
P
PPP
CONC
CONCCONC ASPHASPH CONC24TH ST
3
4
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 TYP
E
"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
F
LW=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
L St"24TH" LINE
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:25 PM4/4/2018CHECKED 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 =>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
PPPP
ASPH
ASPH
FP
CONC
24TH ST
5 6
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
"24TH" LINE
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:26 PM4/4/2018CHECKED 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 =>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
A
S
PH
ASPHASPH
ASPH6
7
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
"24TH" LINE
M St"W
1
78" L
IN
E
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:26 PM4/4/2018CHECKED 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 =>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
P
PP
ASPH
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
D St"23RD" LINE23RD 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:27 PM4/4/2018CHECKED 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 =>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
ASPH
ASPH355 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
"23RD" LINE23RD 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:28 PM4/4/2018CHECKED 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 =>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
P
P
P
ASPH
ASPH
ASPHE ST7 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
"23RD" LINE
E 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:28 PM4/4/2018CHECKED 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 =>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
P
P
P
ASPH
ASPH ASPHASPH3609 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
"23RD" LINE
F 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:29 PM4/4/2018CHECKED 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 =>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
P
PP
PP
P
ASPH
ASPH
23RD ST
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
"23RD" LINE23RD 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:29 PM4/4/2018CHECKED 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 =>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
P
PP
P
P
P
CONC
ASPH
ASPH3654
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)
36575.00
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
"23RD" LINEG 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:30 PM4/4/2018CHECKED 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 =>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
P P
PPP
ASPH
ASPH ST6 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
"23RD" LINE
H 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:31 PM4/4/2018CHECKED 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 =>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
P
ASPH
ASPH
ASPHH STCONSTRUCTION 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
H 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:31 PM4/4/2018CHECKED 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 =>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
CONC
ASPH
ASPH
ASPH
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
"23RD" LINE23RD 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:32 PM4/4/2018CHECKED 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 =>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
P
ASPH
ASPH1 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
"23RD" LINE23RD St EYE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:32 PM4/4/2018CHECKED 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 =>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
ASPHASPH
CONCASPH ASPHHESTER AV375341
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
"23RD" LINE23RD St
CHESTER 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:33 PM4/4/2018CHECKED 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 =>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
P PP
P
FP
CONC
ASPH
ASPH
CONC
ASPH
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" +8227.31' 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
"23RD" LINE23RD 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:34 PM4/4/2018CHECKED 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 =>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
FP
PP P
PP
FP
FP
CONC
ASPHK ST8 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
"23RD" LINE23RD St
K 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:34 PM4/4/2018CHECKED 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 =>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
P
P
P
PPPP
CONC
ASPH ASPHASPASPH
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
"23RD" LINE23RD St
L 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:35 PM4/4/2018CHECKED 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 =>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
P
P
P
P
P
ASPH
ASPHL STASPH23R/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
L StCHESTER Ave"C" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:35 PM4/4/2018CHECKED 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 =>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
P
PASPH
ASPH
ASPH
23RD ST
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
"23RD" LINE23RD 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:36 PM4/4/2018CHECKED 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 =>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
P ASPHASPH
ASPHCONCASPH
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
"23RD" LINE23RD St
M St"E178" LINE
EB ROUTE 178
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:37 PM4/4/2018CHECKED 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 =>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
PP
P
A
SPH
ASPH
ASPHASPHASPHASPH
ASPHPP
P P P
FP
FP
A
SPH ASPHTRAILER
ASPH
M ST400
6
7
89
7
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
406.11405.97
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
"W
178
" L
INE
M St24
th
S
t FRONTAGE Rd N StW
B RO
U
T
E 178
"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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:37 PM4/4/2018CHECKED 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 =>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
P
P ASPHASPH
ASPHTRAILERCONC PP
ASPH
ASPH
ASPHCONCASPH
ASPH
CONC
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
1
2'
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
"E178" LINEM St23rd St FRONTAGE Rd
"23RD" LINE
EB ROUTE 178
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:38 PM4/4/2018CHECKED 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 =>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
PPASPHASPH
ASPHASPHASPH
23RD ST
ASPH 24TH ST
405
1 2 3 4
40512
3
4
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:39 PM4/4/2018CHECKED 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 =>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
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
"23RD
" L
IN
E23RD 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:40 PM4/4/2018CHECKED 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 =>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
ASPH24TH ST
C ST1 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)8'6'
3'
17'5'6'19'400.13400.248'12'400.04400.05399.92399.899'10'14'
8'6'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.
85
24TH St
"24TH" LINE C 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:40 PM4/4/2018CHECKED 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 =>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
ASPH
PPASPH
ASPH
FP
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)6'3'5'3'
7'5'6'15'399.94400.00399.84399.78399.88399.858'7'18'8'5'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.
86
24TH St
"24TH" LINEDRAKE StD 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:41 PM4/4/2018CHECKED 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 =>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
ASPHASPH
ASPH
CONC
ASPH
ASPH
ASPH360
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)6'7'5'5'10'
2'5'5'10'11'400.34400.35400.26400.44400.54400.517'7'10'12'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.
87
24TH St
"24TH" LINEENCINA StE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:41 PM4/4/2018CHECKED 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 =>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
P
P PP P P
P
PP
PPPP
CONCASPH ASPHASPHASPH
FP
CONC
ASPH
2 3 4401.03401.34400.93401.00401.33400.94401.32401.30400.98400.96401.35401.28401.11401.07401.03400.99400.95400.84401.54401.29400.82401.32401.33400.90400.9210'13'13'6'6'5'(401.59)(401.63)(400.78)(401.07)(401.74)(401.75)(400.83)401.04401.30400.96400.72401.04401.32400.908'5'3'400.92400.95400.92400.82400.97401.06400.98400.838'12'7'12'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.
88
24TH St
"24TH" LINEF 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:42 PM4/4/2018CHECKED 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 =>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
PP P
P
PP
ASPH
ASPH
PP
P
ASPH
24TH ST
5 6 7(402.22)(402.79)(402.55)(402.40)(402.66)(401.97)402.00402.57402.34401.96402.03401.97401.98402.00401.99402.24402.27402.29402.31402.32402.34401.92401.87401.83401.78401.74401.69402.26402.53402.1510'5'5'2'3'
8'
7'5'4'5'5'401.67401.82401.79401.89401.99401.957'13'7'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.
89
24TH St
"24TH" LINEG StG 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:42 PM4/4/2018CHECKED 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 =>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
P
P
P
P
P
FPP P
P
ASPH
CONC
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)5'5'10'7'3'5'5'5'1'9'402.45402.52402.47402.54402.69402.697'13'7'C-55
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
402.34 FL
À/2
402.46 FL
À/2
400.27 FL
À/2402.34 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
24TH St
"24TH" LINEH StH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:43 PM4/4/2018CHECKED 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 =>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
ASPH
ASPH
ASPH
CONC
ASPH
3 4 5
5'4'5'5'6'5'12'19'17'
9'7'9'402.35402.34402.34402.33402.37402.09402.07402.05402.04402.03402.02402.37401.91401.86401.91402.38402.01402.08402.17402.10402.39401.96401.95401.94401.91401.87402.34402.45(402.17)(402.32)(402.36)(402.50)401.85401.97402.01401.98401.92401.88401.807'13'7'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.
91
24TH St
"24TH" LINE
EYE StEYE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:44 PM4/4/2018CHECKED 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 =>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
ASPHASPH
CONC ASPHASPH
ASPH
ASPH
3'5'5'18'5'12'5'15'6'9'7'1'1'
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:44 PM4/4/2018CHECKED 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 =>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
P
P
P
ASPH
FP
CONC
CONC
ASPH
380 1
2403.30403.20403.60403.21403.56403.15403.09403.59403.20403.36403.03402.97402.96403.42403.43402.96403.10403.40403.47403.52403.45402.96403.40403.38402.96(403.71)(403.90)(403.23)5'5'5'6'11'2'8'5'3'8'8'403.04403.06402.93402.42402.977'13'10'9'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.
93
24TH St "24TH" LINE
K StK 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:45 PM4/4/2018CHECKED 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 =>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
PPPPP
P
ASPH
ASPH
FP
CONCAS
PHASPH CONC24TH ST
3
4
5(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'
C-59
CONSTRUCTION DETAILS
SCALE: 1" = 10'
NOTE:
403.92 FL
À/2
À/4
403.43 FL
403.56 FL
À/2
403.68 FL
3À/4
403.52 FL
À/2
403.49 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.
94
24TH St
"24TH" LINE L StL 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:45 PM4/4/2018CHECKED 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 =>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
A
SPH
ASPHASPH
ASPH677 (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'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
"24TH" LINE
M StM St"W
178" LIN
E
W
B
R
O
U
T
E 178
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:46 PM4/4/2018CHECKED 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 =>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
04/06/2018P
PP
ASPH ASPH
CONC
D ST355
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.
96
23RD StD StD St"23RD" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:47 PM4/4/2018CHECKED 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 =>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
P
P
P
P
ASPH
ASPH
ASPHE ST23RD ST
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/2
97
23RD St"23RD" LINE E StE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:47 PM4/4/2018CHECKED 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 =>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
PP
P
PP
P
P
ASPH
ASPH ASPHASPHASPH
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.
98
23RD St
"23RD" LINE F 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:48 PM4/4/2018CHECKED 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 =>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
P
PP
P
P
P
CONC
ASPH
ASPH23RD ST
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)5'16'5'19'7'11'5'9'5'2'12'400.02400.04400.05400.05399.64399.76399.827'7'399.9219'
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.
99
23RD St
"23RD" LINE
G StG 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:48 PM4/4/2018CHECKED 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 =>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
P
PP
P
CONC
ASPH
ASPH
ASPH
ASPH
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
23RD St
"23RD" LINE H StH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:55 PM4/4/2018CHECKED 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 =>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
P
P
ASPH
ASPH370 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
23RD St
"23RD" LINE
EYE StEYE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:56 PM4/4/2018CHECKED 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 =>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
ASPHASPHASPH
CONC
ASPH
ASPH
ASPHASPHTER AV3754
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
23RD St
"23RD" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:57 PM4/4/2018CHECKED 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 =>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
FP
PP P
P P
PP
FP
FP
CONC
CONC
ASPH
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
23RD St
"23RD" LINE
K StK 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:57 PM4/4/2018CHECKED 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 =>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
P
P
P
PPP
CONC ASPHASPHASPH
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
23RD St
"23RD" LINE L StL 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:58 PM4/4/2018CHECKED 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 =>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
P
P ASPHASPH
ASPHASPH
CONCASPH
23RD ST
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
23RD St"23RD" LINE
M StM StEB ROUTE 178
"E178" LINE
Elev 410.62+80.00 BVCElev 411.14+95.00 PVIElev 411.25+10.00 EVCElev 410.500.70%
-
5.
0
0
%30' VC
OG+05.00CONFORM
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:59 PM4/4/2018CHECKED 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 =>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
ASPH
DIRT
AS
P
HCONC
ASPH AS
P
HFF
F410
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'
21+59.84 BC
8'
BA
No.#R
CURVE DATA
T L
A
B
25'
100'
15.13'27.21'
58.79'106.30'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
6
TOE OF FILLTOP OF FILL
TOE OF SLOPE
TOE OF SLOPE
CONFORM
SAWCUT AND
106
KERN RIVER Pkwy TRAIL
"KR1" LINE R/W2
4
TH
St
622
605
SECTION A-A
LINE
"KR1"
25
3 4
6+60.00 BVCElev 403.00+75.00 PVIElev 402.25+90.00 EVCElev 402.16+80.00 BVCElev 401.02+95.00 PVIElev 400.93+10.00 EVCElev 401.68+65.00 BVCElev 404.43+80.00 PVIElev 405.19+95.00 EVCElev 405.14+65.00 PVIElev 404.91-0.60%
5.00%
-0.32%
30' VC
30' VC
30' VC
OG
CURB RAMP
CONFORM TO
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:50:59 PM4/4/2018CHECKED 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 =>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
ASPHASPH405
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
22+66.14 EC 23+43.27 BC
25+85.08 PRC
26+19.16 PRC
26+60.67 EC
"KR1" 26+71.67 PT=
71.82' Rt "EB2" 317+63.59
No.#R
CURVE DATA
T L
B 100'58.79'106.30'
B
C
D
E
C 241.81'
D 50'17.73'
E 25'27.36'
1573.50'121.15'
34.08'
41.52'
77.12'
N5842'11.00'
N5507'
8'MATCH LINE "KR-1" 22+50SEE SHEET C-716
TOE OF SLOPE
107
605
390
950
84
24TH St
O
A
K
St
R/W"KR1" LINE
+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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:00 PM4/4/2018CHECKED 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 =>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
P
A
SPH
ASPHASPH ASPH
ASPH
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'
EPHP
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
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
FFFF
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:00 PM4/4/2018CHECKED 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 =>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
P
DIRT
ASPHASPHDIRTASPHASPHDIRTCONC
CONC
ASPH
P ASPHASPHASPHCONCASPHASPH
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
24TH St "WBL" LINE
"EBL" LINE
Kern River
400400400390
405410405
400
4004054
0
5
4054054
0
5
405
405
405
405
405
405
405405405405
405400390405405x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:01 PM4/4/2018CHECKED 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 =>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
FFCF
P
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STP P POOLASPHASPHCONC2602651234
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C
CFC
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
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPHCONC
ASPH
320678
9
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+50
R/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
"WB2" LINE
"EB2" L
INE
"OAK-1" LINE24TH StOAK StOAK St"OAK-2" LINEOLIVE StOAK St"OAK-1" LINE
FC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:02 PM4/4/2018CHECKED 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 =>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
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
PPPPP
CO
NC
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
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POOLPOOL POOLPOOLPOOL 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
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
24TH St Carrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St"B" LINE
"EB2" LINE
"WB2" LINE
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:03 PM4/4/2018CHECKED 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 =>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
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STPP
P
P
P
OOLDENSE 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
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:04 PM4/4/2018CHECKED 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 =>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
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
ASP
H
ASPHASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
CONC
CONCASPH
CONC
ASPH
ASPH
CONCCONCC STDRAKE STASPHASPHASPHD STE ST23RD ST
23RD STFF
F
F
F
350
355
360
8
9
1 2 3 4 6 7 8 93
45
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
2
0'
113
24TH St
23RD St"2
4TH
" L
INE
"
2
3
RD" LI
NEBAY StB StC StD StE StC StDRAKE StENCINA 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:05 PM4/4/2018CHECKED 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 =>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
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
PPPPPP
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
PP
P
P
P
PP
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
ASPHCONC
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
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
24TH St
23RD St
"24TH" LINE
"23RD" LINE G StH StF StF StG StH StEYE StEYE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:06 PM4/4/2018CHECKED 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 =>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
PP
ASPH
ASPH
ASPHASPH
TRAILER
CONCCONC
ASPH
PP
P P
ASPHCONCASPH
CONC
6
7
7
8FPASPHASPHASPHASPH
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
395
6
375
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
24TH St
23RD St L StK StK StL StM StM StCHESTER AveCHESTER Ave"E178" LINE"W
178"
L
IN
E
"24TH" LINE
"23RD" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:07 PM4/4/2018CHECKED 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 =>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
F
F
FF F
F
C
FC F
P ASPHAS
PH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
PPP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
ASPH
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
P
P
FP
ASPHASPHASPHCONC
CONC CONCASPH
ASPHASPH23RD ST M ST395 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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:08 PM4/4/2018CHECKED 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 =>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
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
HMA
TRANSITION10'
HMA DIKE (TYPE E)
STATION PER PLAN
Beg HMA DIKE (TYPE E)
STATION PER PLAN
Beg HMA DIKE (TYPE E)
TYPE B2-6 TO TYPE E
FL
FL
HMA
TRANSITION10'
CURB (TYPE B2-6)
(TYPE E)
HMA DIKE
STATION PER PLAN
Beg CURB (TYPE B2-6)
TRANSITION No. 3
CONCRETE CURB TO HMA DIKE HMA DIKE TRANSITION No. 2
CITY TYPE "B" CURB (H=6")
CITY TYPE "B" CURB (H=8")
CITY TYPE "B" (H=8") TO CITY TYPE "B" (H=6")
117
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:09 PM4/4/2018CHECKED 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 =>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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:10 PM4/4/2018CHECKED 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 =>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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:10 PM4/4/2018CHECKED 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 =>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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:11 PM4/4/2018CHECKED 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 =>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
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:12 PM4/4/2018CHECKED 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 =>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
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:13 PM4/4/2018CHECKED 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 =>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
P ASPHCONCP
P
P
ASPHTCE
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
BEECH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:13 PM4/4/2018CHECKED 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 =>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
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
MYRTLE St24TH St"WB2" LINE
"EB2" LINE
"B" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:14 PM4/4/2018CHECKED 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 =>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
P
OOL
CONC
CONC
ASPHPOOLR/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"
74.34' Lt "B" +05.24
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
R=10'
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
PINE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:15 PM4/4/2018CHECKED 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 =>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
POOLASPHR/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
CEDAR 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:15 PM4/4/2018CHECKED 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 =>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
ASPH80.76' Lt "B" +87.97
80.81' Lt "B" +00.44
96.99' Lt "B" +00.36
96.98' Lt "B" +93.86
100.61' Lt "B" +93.86
81.45' Lt "B" +68.43
108.49' Lt "B" +55.99
MATCH Exist
(400.38) FL
60.64' Rt "B" +87.91
71.25' Lt "B" +68.38
MATCH Exist
(401.58)
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
400.36 FL
W=14'
• Sta +55.93
RESIDENTIAL Dwy No. 7
100.48' Lt "B" +65.95
401.58
86.44' Lt "B" +65.91
R=20'
127
ALDER 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>8:51:33 AM4/5/2018CHECKED 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 =>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
P
ASPH
ASPH
CONCCONC
CONC
ASPH340
P
ASPH
ASPH
ASPH3
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
24TH St
"B" LINE
"B" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:16 PM4/4/2018CHECKED 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 =>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
P
P
P
PASPH
ASPHCONCCONSTRUCTION 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
326
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
"WB2" LINE
405
410410405400395405410410405390390390400
405
410
395 395395400400395410405400395405405410410405400395400400390
390410405400395405
410
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:56 PM4/4/2018CHECKED 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 =>06xxxxxxxxha001.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
P
DIRT
ASPH
ASPH
ASPHASPHDIRTASPHASPHDIRTCONC
CONC
ASPH
P ASPHASPHASPHCONCASPHASPH 410
410
405FFFF
F FF8 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
24TH St "WBL" LINE
"EBL" LINE
Kern River
4004004004054054054054054054054054 0 5
4
05 400400400390 390405405405405410405
400
4004054
0
5
4054054
0
5
405
405
405
405
405
405
405405405405
405400390405405x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:57 PM4/4/2018CHECKED 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 =>06xxxxxxxxha002.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
400FFFCCF 400395390P
P
P
P
ASPHASPHASPHASPH
ASPHASPHOAK STASPHASPHP P P
P
P
P
P
DENSE TREESPOOLASPH
ASPHASPHASPHCONC ASPHASPH2602651234F405405
400405FFFFFC
CF400
395
390
400395390C
ASPH
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
PPP
PP
P
P
P
PP
ASPH
AS P HASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONCASPH
ASPHASPHASPH
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPHCONC
ASPH
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
"WB2" LINE
"EB2" L
INE
"OAK-1" LINE24TH StOAK StOAK St"OAK-2" LINEOLIVE StOAK St"OAK-1" LINE
405405
405
405405405 4054004004004004
054
054
054
054054
05
405405405
405
405400400400
4
0
0400400400400400
4
00400400400
405405405x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:51:58 PM4/4/2018CHECKED 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 =>06xxxxxxxxha003.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
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
PPPPP
CO
NC
POOLCONCC
ONCCONC
ASPHASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOOL POOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOLUB 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
24TH St Carrier CanalELM StBEECH StMYRTLE StSPRUCE StSPRUCE StMYRTLE StBEECH StELM St"B" LINE
"EB2" LINE
"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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:00 PM4/4/2018CHECKED 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 =>06xxxxxxxxha004.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
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STPP
P
P
P
OOLDENSE 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
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
24TH StPINE StCEDAR StALDER StPINE StCEDAR StA St"B" LINE
"23RD" LINE
"24TH" LINE
4
00
400 400400
4 0 0 400400
400400400
400
400
400400400
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:01 PM4/4/2018CHECKED 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 =>06xxxxxxxxha005.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
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
ASP
H
ASPHASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
CONC
CONCASPH
CONC
ASPH
ASPH
CONCCONCC STDRAKE STASPHASPHASPHD STE ST23RD ST
23RD ST
350
355
360
8
9
1 2 3 4 6 7 8 93
45
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
24TH St
23RD St
"24TH" LINE
"
2
3
RD" LI
NEBAY StB StC StD StE StC StDRAKE StENCINA St
400400
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:02 PM4/4/2018CHECKED 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 =>06xxxxxxxxha006.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
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
PPPPPP
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
PP
P
P
P
PP
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
ASPHCONC
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
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
24TH St
23RD St
"24TH" LINE
"23RD" LINE G StH StF StF StG StH StEYE StEYE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:03 PM4/4/2018CHECKED 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 =>06xxxxxxxxha007.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
PP
ASPH
ASPH
ASPHASPH
TRAILER
CONCCONC
ASPH
PP
P P
ASPHCONCASPH
CONC
6
7
7
8FPASPHASPHASPHASPH
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
405
405405
395
6
375
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
24TH St
23RD St L StK StK StL StM StM StCHESTER AveCHESTER Ave"E178" LINE"W
178"
L
IN
E"24TH" LINE
"23RD" 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:05 PM4/4/2018CHECKED 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 =>06xxxxxxxxha008.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
405
405
405
405
410
420
415
410
415410
415
410
410
420415410
405
405
F
F
FF F
F
C
FC F
P ASPHAS
PH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
PPP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
ASPH
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
405
405405
P
P
FP
ASPHASPHASPHCONC
CONC CONCASPH
ASPHASPH23RD ST M ST395 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
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:27 PM4/4/2018CHECKED 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 =>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
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)
PUBLIC UTILITY EASEMENTPUE
CEMENT MORTAR LINED AND COATED STEELC.L.&C.
ASBESTOS CEMENTAC
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
(ABANDONED OR REMOVED)
10" CHEVRON OIL LINE
0224
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
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPHASPH OAK STOLIVE STPASPHCONC
ASPH
320678
9
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:28 PM4/4/2018CHECKED 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 =>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
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'
BHN FIBER OPTIC LINE
VERIZON LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
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
WATER LINE
12" 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
2" 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.
2" 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
CalW CONSTRUCTION NOTES:
D
D
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
6" AT&T FIBER OPTIC LINE
230
(INACTIVE)
10" CHEVRON OIL LINE
FIBER OPTIC LINE
AT&T TRANSCONTINENTAL
BY OTHERS
PP TO BE RELOCATED
ADJUST TO GRADE
AT&T MH
AT&T FIBER OPTIC LINE
WATER LINE
12" CalW AC
BY OTHERS
PP TO BE RELOCATED
OPTIC LINE
AT&T FIBER
AT&T CONDUIT
AT&T CONDUIT
FH TO BE RELOCATED BY OTHERS.
(Abn)
10" CHEVRON OIL LINE
225
"WB2" LINE
"EB2" LINE
"OAK-1" LINE24TH StOAK StOAK St"OAK-2" LINEOLIVE StOAK St"OAK-1" LINE
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:29 PM4/4/2018CHECKED 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 =>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
WWWWWWWWWWWWWWSEE 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
WATER LINE
6" CalW CI
LINE
WATER
STEEL
12" CalW 29
30
37
36
31
44A
45B
44
A
CalW CONSTRUCTION NOTES:
CalW VALVE COVER ADJUST TO GRADE.C
C.O.B. SEWER CONSTRUCTION NOTES:
SEWER MH ADJUST TO GRADE.
D CalW FH TO BE RELOCATED BY OTHERS.
C
A
A
A
C
C
D C
D
C
C
A
C
C
C
C
A
C
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
BY OTHERS
TO BE RELOCATED
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
BY OTHERS
PP TO BE REMOVED
BY OTHERS
PP TO BE REMOVED
BY OTHERS
RELOCATED
PP TO BE
BY OTHERS
RELOCATED
PP TO BE
BY OTHERS
RELOCATED
PP TO BE
BY OTHERS
RELOCATED
PP TO BE
AT&T FIBER OPTIC LINE
BY OTHERS
TO BE RELOCATED
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
WATER LINE (Abn)
6" CalW STEEL
16" CASING
WATER LINE
8" CalW PVC
WATER LINE
8" CalW PVC
BY OTHERS
TO BE RELOCATED
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
14" CASING
WATER LINE
6" CalW PVC
WATER LINE (Abn)
4" CalW STEEL
WATER LINE
6" CalW PVC
WATER LINE
6" CalW CI
14" STEEL CASING
WATER LINE
8" CalW PVC
226
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 STPP
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:30 PM4/4/2018CHECKED 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 =>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
7
340
345
7 8 9 1 2 3 4 6
4WWWWWWWWWWWW
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
BY OTHERS
PP TO BE RELOCATED
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:
CalW VALVE COVER ADJUST TO GRADE.C
F CalW VALVE COVER TO BE RELOCATED BY OTHERS.
F
F F F
C
54
C
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
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
ASP
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 93
45
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:31 PM4/4/2018CHECKED 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 =>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
WWWWWW SEE 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)
PP
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
BY OTHERS
PP TO BE RELOCATED
BY OTHERS
TO BE REMOVED
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)
SEWER LINE
6" C.O.B.
WATER LINE
6" CalW DIP
GAS LINE
4" PG&E
CalW CONSTRUCTION NOTES:C.O.B. SEWER CONSTRUCTION NOTES:
A SEWER MH ADJUST TO GRADE.CalW VALVE COVER ADJUST TO GRADE.C
D CalW FH TO BE RELOCATED BY OTHERS.
A
A
A
A
E
B
D
F
C
C
A
CCC
A
ELECTRIC LINE
12kV PG&E
5958
64
66
68
67
OPTIC LINE
BHN FIBER
D18
D20
D21
77
75A75
D17
65A57
D15
6" PG&E GAS LINE
60
62
73 74
7270
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
221
217 218
219
223
SEWER LLINE
12" C.O.B.
SEWER LINE
12" C.O.B. Abn
WATER LINE
6" CalW DI
6" STEEL CASING
WATER LINE
6" CalW YEL
228
24TH St
23RD St
"24TH" LINE
"23
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
PPPPPP
ASPH
ASPH ASPHASPHCONC
ASPH
ASPH ASPHASPHASPH
ASPHASPH
FP
ASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
P
P
P
PP
P
P
P
PP
P P PPP
PPP
P
FPP P
P
P
P
ASPHASPH
ASPH
ASPHASPHASPH
ASPH ASPHASPH ASPH ASPHASPH
CONC
CONC
ASPH ASPHCONC
ASPH
ASPHCONC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:32 PM4/4/2018CHECKED 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 =>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
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 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
OPTIC LINE
AT&T FIBER
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
ADJUST TO GRADE
TELECOM MHADJUST TO GRADE
TELECOM MH
SEWER LINE
6" C.O.B.
GAS LINE
2" PG&E
GAS LINE
6" PG&E
GAS LINE
6" PG&E
GAS LINE
6" PG&E
CalW CONSTRUCTION NOTES:C.O.B. SEWER CONSTRUCTION NOTES:
A SEWER MH ADJUST TO GRADE.CalW VALVE COVER ADJUST TO GRADE.C
C C C C
C
A A
A
A
A
82
81
A
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
D31A
D32
121
109
D27
9190
83
80
79A
C
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
94A 104
111
108
129
1054-6" AT&T DUCT
CONDUIT
1-1/2"
OPTIC LINE
AT&T FIBER
SEWER LINE
12" C.O.B. Abn
SEWER LINE
12" C.O.B. Abn
229
24TH St
23RD St
"24TH" LINE
"23RD" LINE G 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
6
375
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:33 PM4/4/2018CHECKED 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 =>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
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
6" 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
WATER LINE
6" 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 CONDUIT
AT&T TELECOM LINE
BHN FIBER OPTIC LINE
12kV PG&E ELECTRIC LINE
JOINT OVERHEAD (AERIAL)
6" AT&T DUCT
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
PP
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
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
6" PG&E GAS LINE
ADJUST TO GRADE
TELECOM MH
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
CalW CONSTRUCTION NOTES:C.O.B. SEWER CONSTRUCTION NOTES:
A SEWER MH ADJUST TO GRADE.CalW VALVE COVER ADJUST TO GRADE.C
C
C
C
A
C
A
A
A
TO GRADE
ADJUST
TELECOM MH
ADJUST TO GRADE
TELECOM MH
A A A A
A
171A
132A
157
158
160
169
130
131
132
130A
134
136 140138
142
144B
144A
143
R/W
SEWER LINE
6" C.O.B.
D39
156D40
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
AT&T DUCT
224
227
228
A
SEWER LINE
Abn
12" C.O.B. SEWER LINE
12" C.O.B.
230
24TH St
23RD St L StK StK StL StM StM StCHESTER AveCHESTER Ave"24TH" LINE
"23RD" LINE
P ASPHAS
PH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
PPP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPHASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
ASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:35 PM4/4/2018CHECKED 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 =>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
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:
A 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.
A
D53
D51A
D54
D52
D51
172
SEWER LINE
12" C.O.B.
231
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:35 PM4/4/2018CHECKED 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 =>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
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
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
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
397.12
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
43.78' Lt "B" 345+23.06
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
54
55
56
56A
D8
D9
D12
D13
PG&E
CalW
CalW
CalW
PG&E
CalW
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
CalW
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
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
TEST HOLE
395.77
397.74
397.91
396.80
396.39
396.32
397.81
397.54
397.77
398.02
397.19
394.61
396.72
396.69
396.68
397.33
396.99
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
23.03' Lt "23RD" 355+16.51
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
23.03' Lt "23RD" 358+63.63
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
72
75
77
D15
D17
D18
D20
79A
80
81
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
CalW
PG&E
PG&E
PG&E
UNKNOWN
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
396.54
397.47
398.61
398.49
394.36
398.26
11.94 Rt "23RD" 345+28.47
85.25 Lt "23RD" 344+47.62
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
58
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:52:36 PM4/4/2018CHECKED 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 =>06xxxxxxxxka010.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
U-10
UTILITY PLAN
OWNERSHEET No.No.
POSITIVE LOCATION INFORMATION
LOCATION ELEVATION METHOD OWNERSHEET No.No.
POSITIVE LOCATION INFORMATION
LOCATION ELEVATION METHOD
NO SCALE
399.06
399.37
399.25
400.10
399.74
399.82
400.04
400.05
400.36
400.09
400.25
400.68
402.23
400.53
400.59
397.58
402.21
401.11
399.21
400.52
398.52
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
TEST HOLE
TEST HOLE
TEST HOLE
TEST HOLE
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
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
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
CalW
PG&E
C.O.B. SEWER
VERIZON
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
U-6
D23 23.90' Rt "23RD"358+66.96
D25 26.47' Rt "23RD" 360+15.59
25.37' Rt "23RD" 362+13.50D26A
D28 24.71' Rt "23RD" 365+59.82
D30 23.90' Rt "23RD" 369+15.31
D32 25.95' Rt "23RD" 370+62.42
U-7
136 24.22' Lt "24TH" 377+69.74
148 30.34' Lt "24TH" 385+64.48
U-7
U-8
D37 26.08' Lt "24TH" 382+16.45
D39 24.39' Rt "23RD" 372+52.66
D43 21.09' Rt "23RD" 376+32.59
D44
D45 21.38' Rt "23RD" 379+78.89
D40
D43A
D48
D49
172
173
174
175
D51
D51A
D52
D53
D54
D46 21.25' Rt "23RD" 381+41.23
21.46' Rt "23RD" 378+02.68
22.43' Rt "23RD" 374+02.41
0.28' Rt "24TH" 378+63.82
21.57' Rt "23RD" 383+25.71
21.84' Rt "23RD" 384+75.27
26.20' Rt "W178" 397+80.16
10.85' Rt "E178" 395+43.34
9.73' Rt "E178" 395+43.41
49.90' Lt "E178" 396+83.31
120.46' Lt "W178" 401+13.65
68.44' Rt "E178" 400+05.78
110.81' Lt "W178" 402+96.29
17.88' Rt "E178" 396+64.39
59.95' Rt "E178" 401+80.78
NOTE:
1. ELEVATIONS SHOWN REFER TO THE TOP
OF THE PIPE OR CONDUIT, UNLESS
OTHERWISE STATED.
AT&T
CalW
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
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
C.O.B. SEWER
AT&T
CalW
CalW
PG&E
PG&E
PG&E
CalW
CalW
CalW
CalW
PG&E
CalW
PG&E
CalW
CalW
PG&E
PG&E
CalW
PG&E
C.O.B. SEWER
PG&E
CalW
VERIZON
LEVEL 3 COMM
AT&T
CalW
AT&T
PG&E
CalW
AT&T
CalW
CalW
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
C.O.B. SEWER
TEST HOLE
TEST HOLE
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
MANHOLE DIP
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
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
MANHOLE DIP
399.60
397.39
397.30
397.68
397.26
397.48
397.56
397.33
398.22
398.28
397.72
397.79
397.44
397.40
397.27
398.33
399.08
400.29
399.65
398.07
399.15
400.19
399.97
398.60
397.81
400.51
400.19
400.29
400.24
400.39
399.32
399.97
400.09
400.33
401.88
402.62
402.38
402.91
398.33
398.73
398.34
397.22
399.22
399.57
398.58
400.91
400.66
400.19
400.95
400.74
401.78
401.79
398.50
398.41
398.94
19.33' Lt "23RD" 370+08.48
23.45' Lt "23RD" 372+49.03
48.87' Rt "24TH" 364+44.34
20.22' Lt "24TH" 374+78.25
20.50' Lt "24TH" 374+83.87
20.30 Lt "24TH" 374+80.63
20.63' Lt "24TH" 374+86.58
23.51' Lt "24TH" 372+56.57
16.89' Lt "24TH" 375+91.24
23.26' Rt "24TH" 376+07.82
24.34' Rt "24TH" 377+15.40
24.33' Lt "24TH" 376+47.64
22.47' Lt "24TH" 378+65.34
22.28' Lt "24TH" 378+68.13
25.06' Rt "24TH" 381+12.10
23.38' Rt "24TH" 381+00.44
34.84' Lt "24TH" 382+13.43
34.49' Lt "24TH" 382+23.45
43.28' Rt "24TH" 382+40.25
42.34' Rt "24TH" 382+40.53
45.16' Lt "24TH" 384+32.26
33.62' Lt "24TH" 385+70.59
33.71' Lt "24TH" 385+72.10
15.37' Rt "24TH" 387+17.60
37.85' Lt "W178" 395+93.89
61.59' Rt "23RD" 374+12.18
52.57' Rt "23RD" 374+19.50
21.07' Lt "23RD" 375+19.92
22.96' Lt "23RD" 376+35.79
22.93' Lt "23RD" 376+36.20
22.36' Lt "23RD" 376+39.07
42.10' Rt "23RD" 381+75.44
47.67' Rt "23RD" 384+78.37
78.14' Lt "24TH" 378+83.01
33.94' Lt "24TH" 385+64.83
67.45' Rt "24TH" 383+85.08
60.78' Lt "23RD" 372+53.40
129
130B
D27
130
130A
131
132
132A
133
134
135
137
138
140
141
142
143
144
144A
144B
145
149
150
151
153
155
156
157
158
160
161
167
169
D34
D38
D38A
D39A
AT&T
AT&T
TEST HOLE
TEST HOLE
398.88
395.47
42.02' Rt "23RD" 370+95.15
17.84' Lt "23RD" 372+49.53
127
128
339.73
400.15
398.46
TEST HOLE
TEST HOLE
TEST HOLE
PG&E
PG&E
LEVEL 3 COM
224
227
228
15.22' Lt "24TH" 380+13.28
11.06' Rt "E178" 395+28.39
9.01' Rt "E178" 395+26.70
233
CONSTRUCTION AREA SIGN - ONE POST
CONSTRUCTION AREA SIGN - TWO POST
CONSTRUCTION AREA SIGN NUMBER
1.
2.
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.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:13 AM4/4/2018CHECKED 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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:14 AM4/4/2018CHECKED 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
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 x18"END DETOUR 1 -4" x 4""AB
SC3-1 48 x18"UP ARROW DETOUR 1 -4" x 4"
M4-10R 48 x18" RIGHT ARROW DETOUR 1 -4" x 4"
M4-10L 48 x18"LEFT ARROW DETOUR 1 -4" x 4"
"
"
"
A1
A2
A3
SC3-1 48 x18"UP ARROW DETOUR
1 -4" x 6"
30 x12"24th St
M4-10R 48 x18" RIGHT ARROW DETOUR 1 -4" x 6"30 x12"24th St
M4-10L 48 x18"LEFT ARROW DETOUR 1 -4" x 6"30 x12"24th St
"
"
"
"
"
"
C1
C2
C3
Spec 3
Spec 3
Spec 3
SC3-1 48 x18"
1 -x12"
"
"D1 Spec 4 18 Q St
Spec 5 x ""36 24 GOLDEN STATE Ave
6" x 6"
48 x18"
1 -x12"
"
"D2 Spec 4 18 Q St
Spec 5 x ""36 24 GOLDEN STATE Ave
6" x 6"
48 x18"
1 -x12"
"
"D3 Spec 4 18 Q St
Spec 5 x ""36 24 GOLDEN STATE Ave
6" x 6"
48 x"18"
M4-10L 48 x18""LEFT ARROW DETOUR
UP ARROW DETOUR
RIGHT ARROW DETOURM4-10R
W20-3 36 x36"ROAD CLOSED 500FT 1 -4" x 6""E1
R11-4 60 x30"ROAD CLOSED TO THRU TRAFFIC
M4-10R 48 x18" RIGHT ARROW DETOUR
"
"E2
ALDER/CEDAR/PINE/SPRUCE
SPRUCE/PINE/CEDAR/ALDER
78 x42"ACCESS CLOSED 2 -4" x 6"
78 x42"ACCESS CLOSED 2 -4" x 6"
"
"
USE BAY ST
USE BEECH ST
B1
B2
Spec 1
Spec 2
1
1
9
16
8
6
2
2
2
1
SIGNS
No. OF
x "1 -"AC 1SC6-4 48 60 RAMP CLOSED (MORE THAN ONE DAY)6" x 6"
B3 x ""32 12 1Spec 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 x18""12E5
E6 36 36x""
R11-2 48 30"ROAD CLOSED 12
R6-1
48 x18"" 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 4W9-3L LANE ENDS MERGE LEFT
F2 36 36x""4" x 6"-1 2W4-2L 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
2
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
5R9-3a
x"18 "12R9-3b
NO PEDESTRIAN CROSSING
USE CROSSWALK
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:14 AM4/4/2018CHECKED 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
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
E5
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:15 AM4/4/2018CHECKED 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
NO SCALE
MOTORIST INFORMATION PLAN
APPROVED FOR MOTORIST INFORMATION WORK ONLY
NOTES:
1. FOR LEGEND AND GENERAL NOTES, SEE SHEET MI-2.
A1
A3
A1 A1
A1
CLOSED
INTERSECTION WITH 24TH St
OAK St SOUTH SIDE OF
EB 24TH St TO OAK St
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
OAK STELM STBEECH STMYRTLE STSPRUCE STPINE STCEDAR STA STB ST22ND ST
23RD ST
24TH ST
L
AW
N STBAY STALDER S TCEDAR STPI NE S TSPRUCE STOLIVE STAUDUBON DRELM STASPE
N ST
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:15 AM4/4/2018CHECKED 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
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
A3A1
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 NOTES
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
OAK STELM STBEECH STMYRTLE STSPRUCE STPINE STCEDAR STA STB ST22ND ST
23RD ST
24TH STLAW
N STBAY STALDER S TCEDAR STPI NE S TSPRUCE STOLIVE STAUDUBON DRELM STASPE
N ST
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:16 AM4/4/2018CHECKED 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
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 Ave
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:16 AM4/4/2018CHECKED 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
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
E5
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:17 AM4/4/2018CHECKED 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
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 ST
L
AW
N STBAY STALDER S TCEDAR STPI NE S TSPRUCE STOLIVE STAUDUBON DRELM STASPE
N ST
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:18 AM4/4/2018CHECKED 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
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:18 AM4/4/2018CHECKED 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
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 ROADWITH 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
24TH St
23RD St M StL St22ND St N StO StP StQ St23RD St
24TH StGOLDEN STATE Ave
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
ASPHCONCASPHCONC
ASPH
ASP
H
DI
R
T
C
O
NC
C
O
N
C
C
O
NCC
O
N
C
ASP
H
ASP
H
A
S
P
H
AS
P
HASP
H
S
R-99
ASPH CONCASPHCONCASPHCONCASPHASPHCONCASPHASPHCONCBUCK OWENS BLVDASPHASPHBAK - 99CONCCONCASPHASPHASPHASPHASPHDIRTDIRTDIRTDIRTBAK - 99BAK - 99CONCCONCASPHYI
EL
DFOFOx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:19 AM4/4/2018CHECKED 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
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
N
E
C
L
O
S
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
Blvd
ASPH
ASPHASPH
ASPHASPHASPHASPH
DIRT
ASPH
ASPH
ASPH
POOL
CONC
ASPHASPHDIRTASPH ASPHASPHASPHASPHDIRTASPHASPHASPH ASPH
ASPH
RIVERSIDE DR
ASPHBUCK OWENS BLVD24TH ST
ASPHCONCASPHCONC
ASPH
ASP
H
DI
R
T
C
O
NC
C
O
N
C
C
O
NCC
O
N
C
ASP
H
ASP
H
A
S
P
H
AS
P
HASP
H
S
R-99
ASPH CONCASPHCONCASPHCONCASPHASPHCONCASPHASPHCONCBUCK OWENS BLVDASPHASPHBAK - 99CONCCONCASPHASPHASPHASPHASPHDIRTDIRTDIRTDIRTBAK - 99BAK - 99CONCCONCASPHYI
EL
DFOFOx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:20 AM4/4/2018CHECKED 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
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
10
0'T
A
P
E
R
C
E
N
T
E
R
L
A
NE
C
L
O
S
U
R
E
25
0'
11'
12'
245
DETAIL 10
Temp PAVEMENT MARKERS
24TH St
S
R-
9
9
B
U
C
K
O
WE
NS
Blvd
DIRT
ASPH
ASPHASPHDIRTASPHASPHASPHDIRTASPH pASPHASPH
ASPHASPH
ASPHASPH
ASPH
CONC
POOLCONCASPH
POOLASPHASPHASPHASPH
ASPHASPH
ASPH
OAK STOA
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:21 AM4/4/2018CHECKED 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
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
CLOSEDRIGHT 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
POOLCONC
ASPHASPHDIRTASPHASPHASPHDIRTASPH pASPHASPH
ASPHASPH
ASPHASPH
ASPH
CONC
POOLCONCASPH
POOLASPHASPHASPHASPH
ASPHASPH
ASPH
OAK STOAK ST OLIVE STELM STAS
PHASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:22 AM4/4/2018CHECKED 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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:22 AM4/4/2018CHECKED 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
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
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
DIRTDIRTASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
SILLECT AV
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
DIRT
ASPHASPH
ASPH ASPH
ASPH
POOLCONC
ASPH
ASPH
DIRT
ASPH
ASPH
ASPH
ASPHASPHDIRT
CONC
CONC
ASPH
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONC
ASPH
POOLASPH
ASPH
ASPHASPHASPH
ASPHASPH
ASPHASPHASPHASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPH
ASPH
CONCCONCCONCCONC
CONC
ASPHPOOL POOL
POOLPOOL
ASPHASPH
ASPHASPH
CONC CONC
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPHASPHASPH
ASPH RIVERSIDE DR
ASPH
BUCK OWENS BLVD
24TH ST
24TH ST 24TH ST
OAK STOAK ST
OLIVE ST
ELM STASPHELM ST
ASPH
BEECH STASPH
ASPH
MYRTLE STASPHSPRUCE ST PINE STCEDAR STASPHA STB ST
ASPH
C ST
ASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONC
STAND
FP FP
CONC
ASPHASPH
POOLCONC
CONC
CONCCONCPOOL
POOL
CONCPOOLCONC
POOL
POOL POOLCONCCONCPOOL
ASPHAUDUBON DR
ASPH
CONC
CONC
CONC
CONC
POOL
ASPH
ASPH
ASPH
21TH ST ASPHASPH
POOLASPHASPH
OAK STASPH ASPH
ASPHASPHASPHASPH
CONC
POOL
POOL
POOL POOLS POOLPOOL
ASPH
CONC CONC CONCASPH
ASPHPOOL
POOLPOOL
POOL
POOL
POOL
POOL POOL
POOL
POOL ASPHASPHASPHASPHASPHASPH
SPRUCE ST
MYRTLE ST
BEECH ST
CONC
ASPH ASPHCONCCONC
CONC
CONC
CONC
CONC
ASPH
CONC
ASPH
POOL
CONC
CONC
POOL
CONC
CONC
CONC
CONC ASPHASPHASPH
ASPH POOLCONCCONC
ASPH
POOL
POOL
POOLSASPH
CONC
CONCASPH
CONC
CONC
CONC
ASPH
CEDAR ST
ASPH
CONCPINE ST
CONC POOL
POOL
ALDER ST
FP
POOL
POOL CONC
CONC
CONC
CONC CONCPOOL
POOL
CONC
ASPH
ASPH
ASPH
CONC ASPHASPHASPH ASPHASPHASPH
ASPH
ASPH
ASPH ASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH ASPHASPH ASPH
ASPH
CONC
CONC
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPH
ASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA ST
23RD ST
23RD ST
ASPH
POOL
ASPH
ASPHASPH
HEAVY SHADOW
ASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPH
CONCASPH
ASPH
ASPHASPH
ASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH ASPHASPHASPH
CONC
ASPH ASPH
ASPH
ASPHASPH
FPASPH
ASPH
ASPH
CONC
ASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FP
FP
ASPH ASPH
ASPH ASPH ASPH
ASPH ASPH
ASPH
TRAILERASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPH ASPH
ASPH
ASPH
ASPH
ASPHASPH
CONC
CONC CONC
CONC
ASPH
ASPHCONC
ASPH
ASPHCONC
ASPH ASPH ASPH
ASPHASPH
ASPH CONCASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
ASPHCONCCONCASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASPH
ASPH
CONC
ASPH
ASPH ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONC
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH ASPH
ASPH ASPH
ASPH
ASPH
ASPH
TRAILER
ASPH
CONCCONC
ASPH
CONC
ASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPH
CONC
CONC
ASPH
ASPH
ASPH
CONC
ASPH
ASPH
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
FPFP
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONC
ASPH
ASPHASPHASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHCONC
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 ST
N STM ST
M ST
L ST
L ST
K ST
K ST
ASPH
CHESTER AV
ASPHCHESTER AV
EYE ST
EYE STASPHASPHH ST
H STG ST
G ST
F ST
F ST 24TH ST
23RD ST
25TH ST25TH ST
GOLDEN STATE AV
Q STASPH
Q STASPH
DIKE
DIRT
ASPH ASPH
DIRT
CONC
CONC
CONC
CONCCONC
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMINO DEL RIO CT
SR-99
CONC
CONC
CONCASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONC
UB
UBUB
UB
UB
UB ASPHDIRT
UB
UBUBDIRT
CONC ASPH
CONC ASPHCONCASPHUB
ASPH
UBCONC
ASPH
CONC
ASPH ASPH
ASPH
DIRT ASPH
CONC
CONCASPH
TSTS TSCONC
BARGMAN LN
CONC BUCK OWENS BLVDASPHASPHBAK - 99
DIRT
DIRT
THOMAS WAYCONC
CONCCONC ASPH
ASPHBAK - 99
BAK - 99
CONCASPH ASPHASPH ASPH
BAK - 99BAK - 99
CONCASPH
ASPH
ASPHASPH
BUCK OWENS BLVDCONCASPH
ASPH
UB
DIRT
DIRT
DIRT
ASPHDIRT
DIRTUB
DIRT
ASPHASPHTANKS
DIRTUBUBUB GATE
DIRT
ASPH
GATE ASPHASPH
UBUB
ASPH
ASPH CONCUBCONCASPH
POOLPOOL
DIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH
ASPHASPH ASPHASPHASPH21st STASPH
POOL
DIRTASPHASPHASPHASPH
ASPH
DIRT
DIRT
CONC CONCDIRT
POOL
BAK - 99BAK - 99
BAK - 99
BAK - 99CONC CONCASPH ASPHCONCBAK - 99
BAK - 99
BAK - 99
CONC
CONC
ASPH
ASPH
ASPHASPHBAK - 99
BAK - 99
CONC
CONC CONC
ASPH
ASPH
ASPHASPH ASPH
ASPHASPH
ASPHASASAS
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:24 AM4/4/2018CHECKED 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
320
260330 340 350
3
5
0
360
360 370
370 380
380
400
400103
10
10LLLL SASA SASANTTNTNTN
STOP STOP
STOPSTOP
STOP STOP STOP STOP
SPRUCE 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.
4 4 4 4
5
8
6
6 6
5
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.
6
5
ASPH
ASPH
ASPH
ASPH 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
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
DIRT
ASPHASPH
ASPH ASPH
ASPH
POOLCONC
ASPH
ASPH
DIRT
ASPH
ASPH
ASPH
ASPHASPHDIRT
CONC
CONC
ASPH
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONC
ASPH
POOLASPH
ASPH
ASPHASPH
ASPHASPH
ASPHASPHASPHASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONC
CONC
CONC
POOLASPH
ASPH
CONCCONCCONCCONC
CONC
ASPHPOOL POOL
POOLPOOL
ASPHASPH
ASPHASPH
CONC CONC
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPHASPHASPH
ASPH RIVERSIDE DR
ASPH
BUCK OWENS BLVD
24TH ST
24TH ST 24TH ST
OAK STOAK ST
OLIVE ST
ELM ST
BEECH STASPH
ASPH
MYRTLE STASPHSPRUCE ST PINE STCEDAR STASPHA STB ST
ASPH
C ST
ASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONC
STAND
FP FP
CONC
ASPHASPH
POOLCONC
CONC
CONCCONCPOOL
POOL
CONCPOOLCONC
POOL
POOL POOLCONCCONCPOOL
ASPHAUDUBON DR
ASPH
CONC
CONC
CONC
CONC
POOL
ASPH
ASPH
ASPH
21TH ST ASPHASPH
POOLASPHASPH
OAK STASPH ASPH
ASPHASPHASPHASPH
CONC
POOL
POOL
POOL POOLS POOLPOOL
ASPH
CONC CONC CONCASPHPOOL
POOLPOOL
POOL
POOL
POOL
POOL POOL
POOL
POOL ASPHASPHASPHASPHASPHASPH
SPRUCE ST
MYRTLE ST
BEECH ST
CONC
ASPH ASPHCONCCONC
CONC
CONC
CONC
CONC
ASPH
CONC
ASPH
POOL
CONC
CONC
POOL
CONC
CONC
CONC
CONC ASPHASPHASPH
ASPH POOLCONCCONC
ASPH
POOL
POOL
POOLSASPH
CONC
CONCASPH
CONC
CONC
CONC
ASPH
CEDAR ST
ASPH
CONCPINE ST
CONC POOL
POOL
ALDER ST
FP
POOL
POOL CONC
CONC
CONC
CONC CONCPOOL
POOL
CONC
ASPH
ASPH
ASPH
CONC ASPHASPHASPH ASPHASPH
ASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH ASPHASPH ASPH
ASPH
CONC
CONC
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPH
ASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA ST
23RD ST
ASPH
POOL
ASPH
ASPHASPH
HEAVY SHADOW
ASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPH
CONCASPH
ASPH
ASPHASPH
ASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH ASPHASPHASPH
CONC
ASPH ASPH
ASPH
ASPHASPH
FPASPH
ASPH
ASPH
CONC
ASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
FP
FP
ASPH ASPH
ASPH ASPH ASPH
ASPH ASPH
ASPH
TRAILERASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPH ASPH
ASPH
ASPH
ASPH
ASPHASPH
CONC
CONC CONC
ASPH
ASPHCONC
ASPH
ASPHCONC
ASPHASPH
ASPH CONCASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
ASPHCONCCONCASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASPH
ASPH
CONC
ASPH
ASPH ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONC
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
TRAILER
ASPH
CONCCONC
ASPH
CONC
ASPHASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPH
CONC
CONC
ASPH
ASPH
ASPH
CONC
ASPH
ASPH
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
FPFP
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONC
ASPH
ASPHASPHASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHCONC
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 ST
N STM ST
M ST
L ST
L ST
K ST
K ST
ASPH
CHESTER AV
ASPHCHESTER AV
EYE ST
EYE STASPHASPHH ST
H STG ST
G ST
F ST
F ST 24TH ST
25TH ST25TH ST
GOLDEN STATE AV
Q STASPH
Q STASPH
DIKE
DIRT
ASPH ASPH
DIRT
CONC
CONC
CONC
CONCCONC
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMINO DEL RIO CT
SR-99
CONC
CONC
CONCASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONC
UB
UBUB
UB
UB
UB ASPHDIRT
UB
UBUBDIRT
CONC ASPH
CONC ASPHCONCASPHUB
ASPH
UBCONC
ASPH
CONC
ASPH ASPH
ASPH
DIRT ASPH
CONC
CONCASPH
TSTS TSCONC
BARGMAN LN
CONC BUCK OWENS BLVDASPHASPHBAK - 99
DIRT
DIRT
THOMAS WAYCONC
CONCCONC ASPH
ASPHBAK - 99
BAK - 99
CONCASPH ASPHASPH ASPH
BAK - 99BAK - 99
CONCASPH
ASPH
ASPHASPH
BUCK OWENS BLVDCONCASPH
ASPH
UB
DIRT
DIRT
DIRT
ASPHDIRT
DIRTUB
DIRT
ASPHASPHTANKS
DIRTUBUBUB GATE
DIRT
ASPH
GATE ASPHASPH
UBUB
ASPH
ASPH CONCUBCONCASPH
POOLPOOL
DIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH
ASPHASPH ASPHASPHASPH21st STASPH
POOL
DIRTASPHASPHASPHASPH
ASPH
DIRT
DIRT
CONC CONCDIRT
POOL
BAK - 99BAK - 99
BAK - 99
BAK - 99CONC CONCASPH ASPHCONCBAK - 99
BAK - 99
BAK - 99
CONC
CONC
ASPH
ASPH
ASPHASPHBAK - 99
BAK - 99
CONC
CONC CONC
ASPH
ASPH
ASPHASPH ASPH
ASPHASPH
ASPHASASAS
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:28 AM4/4/2018CHECKED 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
320
260330 340 350
3
5
0
360
360 370
370 380
380
400
400103
10
10YIELD
STOP STOP234
2
2
2
3
2
2
2
3
3
22NOTE THIS SHEET:
4
312
3
6
6
6
11
6
6
5
5
6
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.
SLURRY SEAL.
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 14
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
"E178" LINE
"W178" LINE
"B" LINE
"OAK-2" LINE
"OAK-1" LINE
"WB2" LINE
"EB2" LINE
SR 58
ASPH
ASPH
ASPH 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
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
DIRT
ASPHASPH
ASPH ASPH
ASPH
POOLCONC
ASPH
ASPH
DIRT
ASPH
ASPH
ASPH
ASPHASPHDIRT
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONC
ASPH
POOLASPH
ASPH
ASPHASPHASPHASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONCCONC
POOL
ASPH
CONCCONCCONCCONCASPH POOL POOL
POOLPOOLASPH
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH RIVERSIDE DR
ASPH
BUCK OWENS BLVD
24TH ST
OAK STOAK ST
OLIVE ST
ELM ST
BEECH STASPH
MYRTLE STASPHSPRUCE ST PINE STCEDAR STASPHA STASPH
C ST
ASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONC
STAND
FP FP
CONC
ASPHASPH
POOLCONC
CONC
CONCCONCPOOL
POOL
CONCPOOLCONC
POOL
POOL POOLCONCCONCPOOL
ASPHAUDUBON DR
ASPH
CONC
CONC
CONC
CONC
POOL
ASPH
ASPH
ASPH
21TH ST ASPHASPH
POOLASPHASPH
OAK STASPH ASPH
ASPHASPHASPHASPH
CONC
POOL
POOL
POOL POOLS POOLPOOL
ASPH
CONC CONC CONCASPHPOOL
POOLPOOL
POOL
POOL
POOL
POOL POOL
POOL
POOL ASPHASPHASPHASPHASPHASPH
SPRUCE ST
MYRTLE ST
BEECH ST
CONC
ASPH ASPHCONCCONC
CONC
CONC
CONC
CONC
ASPH
CONC
ASPH
POOL
CONC
CONC
POOL
CONC
CONC
CONC
CONC ASPHASPHASPH
ASPH POOLCONCCONC
ASPH
POOL
POOL
POOLSASPH
CONC
CONCASPH
CONC
CONC
CONC
ASPH
CEDAR ST
ASPH
CONCPINE ST
CONC POOL
POOL
ALDER ST
FP
POOL
POOL CONC
CONC
CONC
CONC CONCPOOL
POOL
CONC
ASPH
ASPH
ASPH
CONC ASPHASPHASPH ASPHASPH ASPHASPH
ASPH
ASPH
ASPHASPH ASPHASPH ASPH
ASPH
CONC
CONC
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPH
ASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA ST
23RD ST
ASPH
POOL
ASPH
ASPH
ASPH
ASPH
DIKE
DIRT
ASPH ASPH
DIRT
CONC
CONC
CONC
CONCCONC
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMINO DEL RIO CT
SR-99
CONC
CONC
CONCASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONC
UB
UBUB
UB
UB
UB ASPHDIRT
UB
UBUBDIRT
CONC ASPH
CONC ASPHCONCASPHUB
ASPH
UBCONC
ASPH
CONC
ASPH ASPH
ASPH
DIRT ASPH
CONC
CONCASPH
TSTS TSCONC
BARGMAN LN
CONC BUCK OWENS BLVDASPHASPHBAK - 99
DIRT
DIRT
THOMAS WAYCONC
CONCCONC ASPH
ASPHBAK - 99
BAK - 99
CONCASPH ASPHASPH ASPH
BAK - 99BAK - 99
CONCASPH
ASPH
ASPHASPH
BUCK OWENS BLVDCONCASPH
ASPH
UB
DIRT
DIRT
DIRT
ASPHDIRT
DIRTUB
DIRT
ASPHASPHTANKS
DIRTUBUBUB GATE
DIRT
ASPH
GATE ASPHASPH
UBUB
ASPH
ASPH CONCUBCONCASPH
POOLPOOL
DIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH
ASPHASPH ASPHASPHASPH21st STASPH
POOL
DIRTASPHASPHASPHASPH
ASPH
DIRT
DIRT
CONC CONCDIRT
POOL
BAK - 99BAK - 99
BAK - 99
BAK - 99CONC CONCASPH ASPHCONCBAK - 99
BAK - 99
BAK - 99
CONC
CONC
ASPH
ASPH
ASPHASPHBAK - 99
BAK - 99
CONC
CONC CONC
ASPH
ASPH
ASPHASPH ASPH
ASPHASPH
ASPHASASAS
ASPH
YIELD
ASPH
ASPHASPH
HEAVY SHADOW
ASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPH
CONCASPH
ASPH
ASPHASPH
ASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPHASPHASPH
CONC
ASPH ASPH
ASPH
ASPHASPH
FPASPH
ASPH
ASPH
CONC
ASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPHASPH
FP
FP
ASPH ASPH
ASPH ASPH ASPH
ASPH ASPH
ASPH
TRAILERASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPH ASPH
ASPH
ASPH
ASPH
ASPHASPH
CONC
CONC CONC
ASPH
ASPHCONC
ASPH
ASPHCONC
ASPHASPH
ASPH CONCASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
ASPHCONCCONCASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASPH
ASPH
CONC
ASPH
ASPH ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONCCONC
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC CONC
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
TRAILER
ASPH
CONCCONC
ASPH
CONC
ASPHASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPH
CONC
CONC
ASPH
ASPH
ASPH
CONC
ASPH
ASPH
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
FPFP
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONC
ASPH
ASPHASPHASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHCONC
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 ST
N STM ST
M ST
L ST
L ST
K ST
K ST
ASPH
CHESTER AV
ASPHCHESTER AV
EYE ST
EYE STASPHASPHH ST
H STG ST
G ST
F ST
F ST 24TH ST
25TH ST25TH ST
GOLDEN STATE AV
Q STASPH
Q ST
STOP STOP
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:36 AM4/4/2018CHECKED 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
320
260330 340 350
3
5
0
360
360 370
370 380
380
400
400103
10
10STOPSTOP KC
STOPSTOPSTOP STOPSTOP STOP
STOP
STOPSTOPSTOP
STOP
STOP
STOP
STOPSTOP SAA S232
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
ASPH
ASPH
ASPH 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
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
DIRT ASPH
ASPH ASPH
ASPH
POOLCONC
ASPH
ASPH
DIRT
ASPH
ASPH
ASPH
ASPHASPHDIRT
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONC
ASPH
POOLASPH
ASPH
ASPHASPHASPHASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONCCONC
POOL
ASPH
CONCCONCCONCCONCASPH POOL POOL
POOLPOOLASPH
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH RIVERSIDE DR
ASPH
BUCK OWENS BLVD
24TH ST
OAK STOAK ST
OLIVE ST
ELM ST
BEECH STASPH
MYRTLE STASPHSPRUCE ST PINE STCEDAR STASPHA STASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONC
STAND
FP FP
CONC
ASPHASPH
POOLCONC
CONC
CONCCONCPOOL
POOL
CONCPOOLCONC
POOL
POOL POOLCONCCONCPOOL
ASPHAUDUBON DR
ASPH
CONC
CONC
CONC
CONC
POOL
ASPH
ASPH
ASPH
21TH ST ASPHASPH
POOLASPHASPH
OAK STASPH ASPH
ASPHASPHASPHASPH
CONC
POOL
POOL
POOL POOLS POOLPOOL
ASPH
CONC CONC CONCASPHPOOL
POOLPOOL
POOL
POOL
POOL
POOL POOL
POOL
POOL ASPHASPHASPHASPHASPHASPH
SPRUCE ST
MYRTLE ST
BEECH ST
CONC
ASPH ASPHCONCCONC
CONC
CONC
CONC
CONC
ASPH
CONC
ASPH
POOL
CONC
CONC
POOL
CONC
CONC
CONC
CONC ASPHASPHASPH
ASPH POOLCONCCONC
ASPH
POOL
POOL
POOLSASPH
CONC
CONCASPH
CONC
CONC
CONC
ASPH
CEDAR ST
ASPH
CONCPINE ST
CONC POOL
POOL
ALDER ST
FP
POOL
POOL CONC
CONC
CONC
CONC CONCPOOL
POOL
CONC
ASPH
ASPH
ASPH
CONC ASPHASPHASPH ASPHASPH ASPHASPH
ASPH
ASPH
ASPHASPH ASPHASPH ASPH
ASPH
CONC
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPH
ASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA ST
ASPH
POOL
ASPH
ASPHASPH
HEAVY SHADOW
ASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPH
CONCASPH
ASPH
ASPHASPH
ASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
CONCASPH ASPHASPHASPH
CONC
ASPH ASPH
ASPH
ASPHASPH
FPASPH
ASPH
CONC
ASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FP
ASPH ASPH
ASPH ASPH ASPH
ASPH ASPH
ASPH
TRAILERASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
CONC CONCCONC
ASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCASPH
ASPH ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
ASPH
ASPHASPHCONCCONCCONCASPH
ASPH
CONC
ASPH
ASPH
ASPH ASPH
TRAILER
ASPH
CONCCONC
ASPH
CONC
ASPH
ASPH
CONC
CONC
ASPH
CONC
ASPH
ASPH
CONC
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
FPFP
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONCASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHCONC
CONC ASPH
CONC
HEAVY SHADOW
HEAVY SHADOW
SR-178
SR-178
24TH ST
24TH ST
25TH ST ASPH
P STASPH
O ST
N STM ST
L ST
K ST
ASPH
CHESTER AV
EYE STH ST
G ST
F ST
25TH ST25TH ST
GOLDEN STATE AV
Q STASPH
Q STASPH
DIKE
DIRT
ASPH ASPH
DIRT
CONC
CONC
CONC
CONCCONC
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMINO DEL RIO CT
SR-99
CONC
CONC
CONCASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONC
UB
UBUB
UB
UB
UB ASPHDIRT
UB
UBUBDIRT
CONC ASPH
CONC ASPHCONCASPHUB
ASPH
UBCONC
ASPH
CONC
ASPH ASPH
ASPH
DIRT ASPH
CONC
CONCASPH
TSTS TSCONC
BARGMAN LN
CONC BUCK OWENS BLVDASPHASPHBAK - 99
DIRT
DIRT
THOMAS WAYCONC
CONCCONC ASPH
ASPHBAK - 99
BAK - 99
CONCASPH ASPHASPH ASPH
BAK - 99BAK - 99
CONCASPH
ASPH
ASPHASPH
BUCK OWENS BLVDCONCASPH
ASPH
UB
DIRT
DIRT
DIRT
ASPHDIRT
DIRTUB
DIRT
ASPHASPHTANKS
DIRTUBUBUB GATE
DIRT
ASPH
GATE ASPHASPH
UBUB
ASPH
ASPH CONCUBCONCASPH
POOLPOOL
DIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH
ASPHASPH ASPHASPHASPH21st STASPH
POOL
DIRTASPHASPHASPHASPH
ASPH
DIRT
DIRT
CONC CONCDIRT
POOL
BAK - 99BAK - 99
BAK - 99
BAK - 99CONC CONCASPH ASPHCONCBAK - 99
BAK - 99
BAK - 99
CONC
CONC
ASPH
ASPH
ASPHASPHBAK - 99
BAK - 99
CONC
CONC CONC
ASPH
ASPH
ASPHASPH ASPH
ASPHASPH
ASPHASASAS
YIELD
STOPSTOP
CK
STOPSTOPSTOP STOPSTOP STOP
STOPSTOP STOP
STOP
CONCASPH
STOP
STOP
STOP
STOPASPH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPHASPH
ASPH FP
ASPHCONC
ASPH
ASPH
ASPHCONC
ASPHASPH
ASPH CONCASPH
ASPH
ASPHCONCCONCASPH
CONC
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC CONC
CONC
ASPH
ASPH
ASPH
ASPHASPH
CONCASPH CONCASPH
ASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPHASPH
23RD ST
ASPHM STL ST
K ST
ASPHCHESTER AV
EYE STASPHASPHH STG ST
F ST SSAAx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:42 AM4/4/2018CHECKED 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
320
260330 340 350
3
5
0
360
360 370
370 380
380
400
400103
10
10KCSTOP STOPSTOP STOP
STOP 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.
344
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
107
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,
ASPH
ASPH
ASPH 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
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
DIRT
ASPH ASPH
ASPH
POOLCONC
ASPH
ASPH
DIRT
ASPH
ASPH
ASPH
ASPHASPHDIRT
ASPH
pASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
POOLCONC
ASPH
POOLASPH
ASPHASPHASPHASPH
ASPH CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPHCONC ASPHCONC POOLPOOLCONC
CONC
POOL
CONC
CONCCONC
POOL
ASPH
CONCCONCCONCCONCASPH POOL POOL
POOLPOOLASPH
ASPHASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH RIVERSIDE DR
ASPH
BUCK OWENS BLVD
24TH ST
OAK STOAK ST
OLIVE ST
ELM ST
BEECH STASPH
MYRTLE STSPRUCE ST PINE STCEDAR STASPHA STASPH
ASPHASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONCASPH
CONC
CONC
STAND
FP FP
CONC
ASPHASPH
POOLCONC
CONC
CONCCONCPOOL
POOL
CONCPOOLCONC
POOL
POOL POOLCONCCONCPOOL
ASPHAUDUBON DR
ASPH
CONC
CONC
CONC
CONC
POOL
ASPH
ASPH
ASPH
21TH ST ASPHASPH
POOLASPHASPH
OAK STASPH ASPH
ASPHASPHASPHASPH
CONC
POOL
POOL
POOL POOLS POOLPOOL
ASPH
CONC CONC CONCASPHPOOL
POOLPOOL
POOL
POOL
POOL
POOL POOL
POOL
POOL ASPHASPHASPHASPHASPHASPH
SPRUCE ST
MYRTLE ST
BEECH ST
CONC
ASPH ASPHCONCCONC
CONC
CONC
CONC
CONC
ASPH
CONC
ASPH
POOL
CONC
CONC
POOL
CONC
CONC
CONC
CONC ASPHASPHASPH
ASPH POOLCONCCONC
ASPH
POOL
POOL
POOLSASPH
CONC
CONCASPH
CONC
CONC
CONC
ASPH
CEDAR ST
ASPH
CONCPINE ST
CONC POOL
POOL
ALDER ST
FP
POOL
POOL CONC
CONC
CONC
CONC CONCPOOL
POOL
CONC
ASPH
ASPH
ASPH
CONC ASPHASPHASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH ASPHASPH ASPH
CONC
ASPH
FP
ASPH
ASPHASPH
ASPH
ASPH
ASPHASPH
CONC
CONCASPHCONC
ASPH
ASPHASPH
CONCCONCASPHC STASPHBAY STDRAKE STASPHASPH
ASPHD STE STENCINA ST
ASPH
POOL
ASPH
HEAVY SHADOW
CONC
ASPH
ASPH
CONCASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
HEAVY SHADOW
HEAVY SHADOW
SR-178
SR-178
24TH ST
GOLDEN STATE AV
Q STASPH
DIKE
DIRT
ASPH ASPH
DIRT
CONC
CONC
CONC
CONCCONC
ASPH
ASPH
ASPH
ASPHASPH
ASPH
FPFPFPCONC POOLS
CONCASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ROSEDALE HWY
CAMINO DEL RIO CT
SR-99
CONC
CONC
CONCASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPH
ASPH ASPH
ASPH
ASPH
CONC
CONC
CONC
UB
UBUB
UB
UB
UB ASPHDIRT
UB
UBUBDIRT
CONC ASPH
CONC ASPHCONCASPHUB
ASPH
UBCONC
ASPH
CONC
ASPH ASPH
ASPH
DIRT ASPH
CONC
CONCASPH
TSTS TSCONC
BARGMAN LN
CONC BUCK OWENS BLVDASPHASPHBAK - 99
DIRT
DIRT
THOMAS WAYCONC
CONCCONC ASPH
ASPHBAK - 99
BAK - 99
CONCASPH ASPHASPH ASPH
BAK - 99BAK - 99
CONCASPH
ASPH
ASPHASPH
BUCK OWENS BLVDCONCASPH
ASPH
UB
DIRT
DIRT
DIRT
ASPHDIRT
DIRTUB
DIRT
ASPHASPHTANKS
DIRTUBUBUB GATE
DIRT
ASPH
GATE ASPHASPH
UBUB
ASPH
ASPH CONCUBCONCASPH
POOLPOOL
DIRT DIRTDIRTDIRTCONCASPHPOOLCONCDIRTASPHUB
ASPH
ASPHASPH ASPHASPHASPH21st STASPH
POOL
DIRTASPHASPHASPHASPH
ASPH
DIRT
DIRT
CONC CONCDIRT
POOL
BAK - 99BAK - 99
BAK - 99
BAK - 99CONC CONCASPH ASPHCONCBAK - 99
BAK - 99
BAK - 99
CONC
CONC
ASPH
ASPH
ASPHASPHBAK - 99
BAK - 99
CONC
CONC CONC
ASPH
ASPH
ASPHASPH ASPH
ASPHASPH
ASPHASASAS
YIELD
STOPSTOP
CK
STOPSTOPSTOP STOPSTOP STOP
CKSTOP
STOPSTOPSTOP
STOP
ASPHASPH
ASPH
CONCASPH
ASPH
ASPH
ASPHASPH
CONC
ASPH
ASPH
ASPH
ASPH
CONC ASPHASPH CONC
ASPH ASPH
ASPH
ASPHASPH
FPASPH
ASPH
CONC
ASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPHASPH
FP
ASPH ASPH
ASPH ASPH ASPH
ASPH ASPH
ASPH
TRAILERASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
CONCASPHCONC
CONC
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONCASPH
ASPH ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH ASPH
ASPHCONC
ASPH
ASPH
ASPH
ASPH
FP
FP
CONC
POOLCONC
ASPH
FP
ASPH
FP
ASPH
ASPH
ASPH
ASPHASPHCONCCONCASPH
ASPH
CONC
ASPH
ASPH
ASPH ASPH
TRAILER
ASPH
CONCCONC
ASPH
CONC
ASPH
ASPH
CONC
CONC
ASPH
CONC
ASPH
ASPH
CONC
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
FPFP
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
TRAILER
CONC
ASPH CONCASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHCONC
CONC ASPH
CONC
24TH ST
25TH ST ASPH
P STASPH
O ST
N STM ST
L ST
K ST
ASPH
CHESTER AV
EYE STH ST
G ST
F ST
25TH ST25TH ST
Q STASPH
CONC
STOP
STOP
STOP
STOP
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPHASPH
ASPH FP
ASPHCONC
ASPH
ASPH
ASPHCONC
ASPHASPH
ASPH CONCASPH
ASPH
ASPHCONCCONCASPH
CONC
ASPH
ASPHASPH FP
FP
FP
FP
FP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC CONC
CONC
ASPH
ASPH
ASPH
ASPHASPH
CONCASPH CONCASPH
ASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPHASPH
23RD ST
ASPHM STL ST
K ST
ASPHCHESTER AV
EYE STASPHASPHH STG ST
F STASPHASPH
CONC
ASPHSTOPSTOP
STOPSTOPFOFOx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:48 AM4/4/2018CHECKED 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
STOP
STOPSTOP
LLLL SASA SASANTTNTNTN
STOP STOP
STOPSTOP
STOP STOP STOP STOP320
260330 340 350
3
5
0
360
360 370
370 380
380
400
400103
10
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
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)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
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
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 NIGHT 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.
STAGE CONSTRUCTION PLANS DO NOT SHOW ALL WORK REQUIRED TO BE COMPLETED.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:52 AM4/4/2018CHECKED 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
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:53 AM4/4/2018CHECKED 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
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 SOUNDWALL, SEE STRUCTURE PLANS.
Const BASING IMPROVEMENTS, SEE DRAINAGE PLANS.
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.
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:54 AM4/4/2018CHECKED 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
2602651234320678
9
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
ASPHASPHASPH
ASPH
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+50
R/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
3
4
11
(10')STAGE 1 DAY TIME
(
1
8')(12')
TYPE IV (L) ARROW
2
9
(12')15'3
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
17
17
DS No. 3
DS No. 217
DS No. 117
17DS 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.
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
PPPPP
CO
NC
POOLCONCC
ONC
ASPHPOOLS POOLPOOL CONCASPHP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOOL POOLPOOLPOOL 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:55 AM4/4/2018CHECKED 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
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
17 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-9Carrier 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
P
POOL
ASPH
ASPHASPHASPHASPH
ASPHASPHASPH ASPH ASPHASPH
ASPHASPHASPH
ASPH
ASP
H
ASPHASPH ASPHASPH
CONCCONC
ASPH
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPHCONC
CONCASPH
CONC
ASPHASPH
ASPH
CONC DRAKE STASPHASPHASPHD STE ST23RD ST
23RD ST
P
P
P
P
P
P
PP
P
PP
PPPP
ASPH
ASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:56 AM4/4/2018CHECKED 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
350
355
360
8
9
1 2 3 4 6 7 8 9 1 2345
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
CE
No.#R
CURVE DATA
T L
111.96'141 56.27'448.00'
2
3
4
5
6
2
311'
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
3'13'
(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
CS R4-7
CS C27(CA)
CS C27(CA)
8
3'
"23RD" +50
"23RD" +96
END Temp STRIPING
"24TH" +96
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
Beg Temp STRIPING
37B
Temp STRIPING
CONFORM TO
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,
W74 Lt (CA)
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
24TH St
23RD St
"23R
D" LINEBAY StB StC StD StE StC StDRAKE StENCINA St"24TH
" L
INE
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
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
ASPH ASPHASPHCONC
ASPH ASPHASPHASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPHP
P
P
PP
P
P
P
PP
P P PPP
PPP
P
FPP P
P
P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH ASPH ASPHASPH
CONC
CONC
ASPH ASPHCONC
ASPH
ASPHCONC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:58 AM4/4/2018CHECKED 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
365 370
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.
(19')
(12')
(21')
(19')
(12')
(21')
11'
11'+85"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
24TH St
23RD St
"24TH" LINE G StH StF StF StG StH StEYE StEYE St"23RD" LINE
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:58 AM4/4/2018CHECKED 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
395
6
375
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 ASPHAS
PH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHASPH
TRAILER
ASPH
CONCCONC
ASPH
P
P
P
PPP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPHTRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
ASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>11:59:59 AM4/4/2018CHECKED 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
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')
(1
8')(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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:01 PM4/4/2018CHECKED 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
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.
CONSTRUCTION, USE Std PLAN T12 AND/OR T13.
SLURRY SEAL. CONTRACTOR TO MAINTAIN ACCESS DURING
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.
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
ASPHASPHASPH
ASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:02 PM4/4/2018CHECKED 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
2602651234320678
9
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'
1
2'
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
14
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.
4.
USE Std PLAN T12 AND/OR T13.
CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTION,
SEE NOTE 4
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.
12'
1
2'
3
235.13'469.74'
15
END Temp STRIPING
"EB2" +91.50
263
"WB2" LINE
"EB2" LINE24TH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:03 PM4/4/2018CHECKED 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
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.
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
CO
NC
POOLCONCC
ONC
ASPHPOOLS POOLPOOL CONCP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLP
O
OL
POOLPOOL POOLPOOLPOOL 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:04 PM4/4/2018CHECKED 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
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
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.
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPH
ASPH
ASPH
ASPH
CONC
CONC
ASPHASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STPP
P
P
P
OOLDENSE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:11 PM4/4/2018CHECKED 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
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
TCETCE
TCE 5
5
5
Beg ANGLE POINT
TCE
STAGE 2 DAY TIME
11'
15 DS No. 3, 12, 14 & 16
15
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
266
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.
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
ASP
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:12 PM4/4/2018CHECKED 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
350
355
360
8
9
1 2 3 4 6 7 8 9345
3
5
0
35567
8
9
12
3 4 6 7 8 9
R/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
+46
+0 0
+53CS
CS
CS
26
OF 22ND St & C St)
(PLACE AT THE NE CORNER
R11-4CS
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'
28'12'6'+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
15
15DS No. 3 & 18
1521, 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
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
PPPPPP
ASPHASPHCONCASPH ASPHASPHASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPHASPHP
P
P
PP
P
P
P
PP
P PPP
PPP
P
FPP P
P
P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH ASPH ASPHASPH
CONC
ASPH ASPHCONC
ASPH
ASPHCONC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:13 PM4/4/2018CHECKED 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
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
27B27B
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:15 PM4/4/2018CHECKED 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
395
6
375
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 ASPHAS
PH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHTRAILER
ASPH
CONCCONC
ASPH
P
P
P
PPP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPHASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
ASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:16 PM4/4/2018CHECKED 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
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')
(1
8')(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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:17 PM4/4/2018CHECKED 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
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
ASPHASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:18 PM4/4/2018CHECKED 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
2602651234320678
9
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
F
9
25
CS C27(CA)
30' C-C SPACING (5 EA)
CHANNELIZER (SM)17'12'16'12'12'12'F
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:19 PM4/4/2018CHECKED 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
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'
4' Shld
OG
2
4.5'
CHANNELIZER (SM)
12'
CHANNELIZER (SM)
13'
Const AREA
7.5'
3.5'
Var
Pkwy
SW/
2'
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
PPPPP
CO
NC
POOLCONCC
ONC
ASPHPOOLS POOLPOOL CONCP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOOL POOLPOOLPOOL 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:20 PM4/4/2018CHECKED 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
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'
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
920' C-C SPACING (55 EA)
CHANNELIZER (SM)
F
F
F
F
F
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'
F
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+2020' C-C SPACING (14 EA)
CHANNELIZER (SM)
TCE
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
F F
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
END TAPER
CONFORM TO FINAL STRIPING
12
ARROW
TYPE IV (R)
4' Lt "WB2" +47.97
+48EC
BC
274
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 STPP
P
P
P
OOLDENSE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:22 PM4/4/2018CHECKED 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
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'
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'STRIPING
CONFORM TO FINAL
"B" +53.46
BC
43
25
9
27B
F
F F
F
F F
F
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:23 PM4/4/2018CHECKED 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
350
355
360
8
9
1 2 3 4 6 7 8 9345
3
5
0
35567
8
9
12
3 4 6 7 8 9STOP
STOPSTOPSTOPSTOP 3606789
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
345
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 STRIPING
"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
34'28'12'
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
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
PPPP
ASPHASPHCONC ASPHASPHASPH
ASPHASPH
FP ASPHASPH
CONCASPH
CONC
CONC
CONC
ASPH
ASPH
ASPH ASPH
ASPHASPH
ASPH
ASPH
ASPHASPHP
P
P
PP
P
P
P
PP
P PPP
PPP
P
FPP P
P
P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPH ASPH ASPHASPH
CONC
ASPH ASPHCONC
ASPH
ASPHCONC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:24 PM4/4/2018CHECKED 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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:25 PM4/4/2018CHECKED 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
18"395
6
375
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)
R4-8CS
CSC27(CA)
R4-7 CS
CSC27(CA)
R4-8CS
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 ASPHAS
PH
ASPHASPH
ASPHP
PP
P
P
A
SPH
ASPH
ASPHASPHTRAILER
ASPH
CONCCONC
ASPH
P
P
P
PPP
PP
P
PP
P P P
P
P
P
P
FP
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH ASPHASPHASPH
TRAILER
ASPH
CONC
ASPH
ASPH
ASPHASPHASPH
CONC
ASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:26 PM4/4/2018CHECKED 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
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')
(1
8')(14')(12')
(12')
(12')
1
2'
1
2'12'
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:28 PM4/4/2018CHECKED 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
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
12'
12'
12'
12'
NOTE:
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
F
STAGE 4 DAY TIME
(11')
(12')
(11')
E CHANNELIZER (SM)
(12')
(12')
(12')
(12')
(14')
(12')
(12')
12'
12'
"WBL" +00
STRIPING
CONFORM TO FINAL
25
9
37B
27B
12'
12'
"WBL" +00
STRIPING
CONFORM TO Exist
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
280
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
ASPHASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:29 PM4/4/2018CHECKED 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
2602651234320678
9
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'
320678
9
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')12'12'11'
1
2'
1
1'
12'
12'
12'
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')12'12'
CHANNELIZER (SM)E
TCE
12'
12'
12'
12'
12'
F
F (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)
30' C-C SPACING (8 EA)
CHANNELIZER (SM)
30' C-C SPACING (14 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
"WB2" LINE
"EB2" L
INE 24TH StOAK St"OAK-2" LINEOLIVE St"OAK-1" LINE OAK St"OAK-1" LINEOAK St
Const DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
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.
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
PPPPP
CO
NC
POOLCONCC
ONC
ASPHPOOL CONCP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLPOOL
P
O
OL
POOLPOOL POOLPOOLPOOL 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:30 PM4/4/2018CHECKED 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
325
330
3 4
6
7
8 9 1
325
330
3 4
6
7
8
9
1 335234 6KC
LINE
"B"
12'12'
OG
2
(4') Shld
(12')(12')(13')7.5'Var
CHANNELIZER (SM)
4'
Const AREA
7.5'Var
Pkwy
SW/
2'
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'
12'
12'
12'
12'
12'
3
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
30' C-C SPACING (47 EA)
CHANNELIZER (SM)
9
25
27B
40 EC
F
F
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
11
TCE
TCE
TCE
TCE TCE
TCE
30' C-C SPACING (13 EA)
CHANNELIZER (SM)
CS C30(CA)
1' Lt "EB2" +29.33
SEE SHEET SC-6.
FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,
4'
NO SCALE
282
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 DRAINAGE SYSTEM. SEE DRAINAGE PLANS.
Const ALLEY IMPROVEMENTS.
Const SOUND WALL. SEE STRUCTURE PLANS.
PPP
ASPHCONCPOOLPOOLP
P P
PP
P
OOL
POOLPOOL
POOL
ASPHASPHASPHASPHASPHASPHASPHPINE STCEDAR STASPHA STPP
P
P
P
OOLDENSE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:31 PM4/4/2018CHECKED 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
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')
(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/W
10
11 DS No. 14
STAGE 4 DAY TIME
11
4 3
3
4
5
6
TCE
Var
12'
Var
"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
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
345
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
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:32 PM4/4/2018CHECKED 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
3606789
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'
Va
rTCE TCE
13' Lt "23RD" +00
27B
9 F
"24TH" +85
STRIPING
END Temp
EC
BC
13' Rt "24TH" +25.80
12'
47
9 7
8
LL
PM"STOP"
27B
20' OC SPACING (27 EA)
CHANNELIZER (SM)
EC
12'
12'
Va
r46
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'
1
6
7
8
9
PM
(R) ARROW
TYPE VII
STRIPING
END Temp
(L) ARROW
TYPE VII
NIGHT TIME
DAY TIME
284
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
PPPPPP
CONCASPH ASPHASPHASPH
ASPHASPH
FP ASPHCONCASPH
CONC
CONC
ASPH
ASPH
ASPHASPHP
P
P
PP
PPP
P
FPP P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPHASPH
CONC
CONC
ASPH
ASPHCONC
CONC
ASPH
ASPH
ASPH
CONCASPH
ASPH
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
PP
P PPP
P
P
ASPH ASPHASPHCONC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:33 PM4/4/2018CHECKED 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
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
ASPHCONCCONCC
ONCASPHASPH
CONCASPH
ASPH ASPHCONC
CONCASPHASPH
CONCCONCASPH
CONC
ASPH
CONCASPH
ASPHASPH ASPH
ASPHASP
HASPHASPHASPHASPHASPHASPH L STPPPPP
CONCASP
HFP
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
CONCCONCCONCCONC
ASPH ASPHASPHASPHASPHCONCASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:35 PM4/4/2018CHECKED 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
395
6
375
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
6
375
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 ASPHAS
PH
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
ASPH
ASPH
ASPH
ASPHASPHCONCCONC
ASPHCONC
24TH STN STQ STASPHP
P ASPHASPH
P
PPP
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:36 PM4/4/2018CHECKED 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
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')
(1
8')(14')(12')
(12')
(12')
1
2'12'12'19.50' 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:37 PM4/4/2018CHECKED 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
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
ASPHASPH
ASPH
ASPH
ASPH
ASPH OAK STOLIVE STPASPHCONC
ASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:38 PM4/4/2018CHECKED 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
2602651234320678
9
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-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')
12'
12'
12'
12'12'
12'
12'
12'12'12'12'12'Var12'STAGE 5 DAY TIME
F
FF
F
289
"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
CO
NC
POOLCONCC
ONC
ASPHPOOLS POOLPOOL CONCP P
P
P
PP
P
P P
P
P
P
POOLDENSE TREESPOOLP
O
OL
POOLPOOL POOLPOOLPOOL ASPHASPHASPHASPHASPHASP
HMYRTLE STBEECH STCONC
ASPHCONCCONC
CONCCONC CONCCONCASPH CONC
ASPH
POOLSTOPKCSTOPSTOPSTOPKCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:39 PM4/4/2018CHECKED 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
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-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
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 STPP
P
P
P
OOLDENSE 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:41 PM4/4/2018CHECKED 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
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-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
F1
291
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:41 PM4/4/2018CHECKED 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
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
ASPH
350
355
8
9
1 2 3 4
345
3
5
0
35567
8
9
12
3 4 6 7 8 9STOPSTOPSTOPASPHASPHASPHASPH
FP
ASPH ASPHPP ASPHASPH
CONCSTOPSTOPSTOPSTOP
STOP STOP
3606789
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
PP
PPP
P
FPP P
P
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH ASPHASPHASPH
ASPH
ASPHCONC
CONC
ASPH
ASPH
ASPH
CONCASPH
ASPH
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
PP
P PPP
P
P
ASPH ASPHASPHCONC
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:43 PM4/4/2018CHECKED 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
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
ASPHCONCC
ONCASPHASPH
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
CONCCONCCONCCONC
ASPH ASPHASPHASPHASPHCONCASPH
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:44 PM4/4/2018CHECKED 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
395
6
375
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 ASPHAS
PH
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
ASPH
ASPH
ASPH
ASPHASPHCONCCONC
ASPHCONC
24TH STN STQ STASPHP
P ASPHASPH
P
PPP
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:45 PM4/4/2018CHECKED 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
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')
(1
8')(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'
1
2'
1
2'12'15'
(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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:46 PM4/4/2018CHECKED 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
320
325
3307
8
9
1 2 3
4
6
7 8 9 1
320 325
3307
89
1
2 3 4
6
7
8
9
1
350
8
9
1 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'"EB
2" L
INE"WB2
" L
INE
"2
4TH
" L
INE
"23RD" LI
N
E24TH 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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:48 PM4/4/2018CHECKED 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
320
32578
9
1 2 3
4
6
320 325789
1
2 3 4
6
7
350
7
8
9
345
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"EB
2" LI
N
E24TH St
OAK StELM StOLIVE St7 581.50'12.05'24.10'
"24TH" St
"23RD" St
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:49 PM4/4/2018CHECKED 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
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
SC-101 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-11
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 4SC-12 C27 36"x 36"OPEN TRENCH 4
SC-13 R4-7 24"x 30"KEEP RIGHT 3
C27 36"x 36"OPEN TRENCH 3
SC-14 R4-7 24"x 30"KEEP RIGHT 1
C30 30"x 30"LANE CLOSED 1
2 DAY
SC-15
"x "48 48 1-1W20-5R RIGHT LANE CLOSED AHEAD 6" x 6"
11-4" x 6""x "30 30R1-2 YIELD
SC-16
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-18
SC-19 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-20
C30 30"x 30"LANE CLOSED 1
24"x 30"KEEP RIGHT 3
C27 36"x 36"OPEN TRENCH 3
SC-21
SC-22
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-23
SC-24
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-25
R3-7R "x "48 48 RIGHT LANE MUST TURN RIGHT 21-4" x 6"
C30 30"x 30"LANE CLOSED 1
SC-27
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-28
SC-29
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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:50 PM4/4/2018CHECKED 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
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-30
24"x 30"
36"x 36"
36"x 36"
KEEP LEFT
OPEN TRENCH
OPEN TRENCH
4
4
1SC-29
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-35 C30 30"x 30"LANE CLOSED 1
SC-31
SC-32
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-37
SC-38
SC-39
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-40
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.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:50 PM4/4/2018CHECKED 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
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
SC-12 951
SC-13
SC-14
SC-15
SC-16
SC-18
SC-19
SC-20
SC-20
SC-21
SC-22
SC-23 800
SC-24
SC-25
SC-27
SC-28
SC-29
SC-29
SC-30
SC-31
SC-32
SC-33
SC-34
SC-35
SC-36
SC-37
SC-37
SC-38
SC-39
SC-40
SUBTOTAL19,662 24,673 279 420
TOTAL TYPE DTYPE GTYPE H 1,698
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 YELLOW1,381
240
400
567
1
1,674
1,368
2,344
1,194
1,634
1
1,165
400
355
524
280
363
955
1,109
93,103AND 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
742
103
323
353
1,069
976
1,104
400
1,730
1,414
1,096
755
1,068
827
12
428
170
1,895
951
244
1,635
1,142
2,595
2,191
1,714
379
997
1,173
805
1,321
1,141
2,343
1,194
1,652
353
1,069
979
1,435
800
358
1,408
1,277
864
363
1,084
958
1,473
37,334
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
87
2
59
3,499
78
75
275
178
244
400
204
1,454
35 51
94
92
10
46
2
16
20
80
20
6
35
71
46
36
37
23
17
28
32
69
25
35
8
23
21
34
44
32
30
27
22
23
21
47
999
18
4
29
20
5
9
12
1
17
35
29
49
25
35
1
25
9
8
11
6
8
20
24
EA MARKING (PAINT)PAVEMENTTEMPORARY 15
45
54
54
198
75
144
30
54
804
870
141
781
15
56
54
108
330
282
54
143
97
370
330
522
5,734
5,734
STAGE No.
SHEET
LF
644
SC-11
SC-12 392
SC-13 388
SC-14
SC-15
SC-16
SC-18
SC-19
SC-20
SC-20
SC-21
SC-22
SC-23 490
SC-24
SC-27
SC-28
SC-29
SC-30
SC-31
SC-32
SC-33
SC-34
SC-35
SC-36
SC-37
SC-39
SC-40
SUBTOTAL 15,104
SC-7
SC-81 DAY
1 NIGHT
2 DAY
2 NIGHT
3 DAY
3 NIGHT
4 DAY
4 NIGHT
594
209
404
1,634TRAFFIC STRIPEREMOVE THERMOPLASTIC LFPAVEMENT MARKINGREMOVE THERMOPLASTIC LF PAVEMENT MARKINGREMOVE PAINTEDLF EATRAFFIC STRIPEREMOVE PAINTEDPAVEMENT MARKERREMOVE SC-41
SC-42
SC-43
SC-44
SC-45
SC-46
SC-47
SC-48
5 DAY
5 NIGHT
2,123
1,203
3,353
2,841
26
357
246
3,096
3,351
4,734
2,516
1,623
1,539
126
373
27
476 126
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
906
1,503
2,307
2,336
SC-45
1,566
513
1,531
2,766
30
126
628
995
54
68
282
80
178
413
469
267
13
34
32
84
33
21
28
46
14
52
20
20
18
35
39
123
108
33
16
29
121
80
40
80
5
56
59
94
96
41
27
27
16
46
44
70
3,026 48,934 4,119 1,727
DELINEATION QUANTITIES
REMOVE PAVEMENT
943 943 20 20 108
300
PAVEMENT MARKER
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>12:00:51 PM4/4/2018CHECKED 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
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 5
SECTION QUANTITIES
TEMPORARY PAVEMENT STRUCTURAL
STAGE No.
SHEET STATION LIMITS (TYPE A)
ASPHALT
HOT MIX
TON
SCD-1
SCD-1
TOTALARRAY TS11CUSHION MODULETEMPORARY CRASH2,342
1,180
360
41
CONSTRUCTION QUANTITIES
TEMPORARY STAGE
SQFT
PAVEMENT
CONCRETE
ASPHALT
REMOVE
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
9 119
19,477
1,854
4,813
STAGE No.
SHEET
EA
SC-10
SC-11
SC-12
SC-13
SC-14
SC-15
SC-16
SC-18
SC-19
SC-20
SC-21
SC-22
SC-23
SC-24
SC-27
SC-28
SC-29
SC-29
SC-30
SC-31
SC-32
SC-34
SC-35
SC-36
SC-37
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-37
SC-38
SC-39
SC-40
SC-25
65
26
17
84
26
110
88
32
69
118
TOTAL
88
82
64
105
107
91
146
106
105
34
105
89
58
60
38
90
105
56
37
83
58
3
2
6
3
13
7
760
900
800
320
1,100
1
1
1
1
1
1
1
1
1,971 26,262
301
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:53:00 PM4/4/2018CHECKED 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 =>06xxxxxxxxpa001.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
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
"WB2" 320+50 TO "B" 365+50
L-12 "B" 365+50 TO "24TH" 347+50
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 QUANITITES
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
"WB2" 320+50 TO "B" 365+50
L-16 "W178" 396+09.45 TO "W178" 405+50
Lt
Rt
Rt
TOTAL 2,239
306
200
607
REMOVE ASPHALT CONCRETE DIKE QUANITITES
"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 QUANITITES
"WB2" 320+50 TO "B" 365+50 76
76
LOCATIONSTATIONSHEET No.
L-11 Lt
LF
TOTAL
"WB2" 320+50 TO "B" 365+50
REMOVE SOUND WALL QUANITITES
142
142
LOCATIONSTATIONSHEET No.
L-10 Lt
LF
361
REMOVE CHAIN LINK FENCE QUANITITES
L-10 Lt 242
L-11 Rt"WB2" 320+50 TO "B" 365+50 507
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 QUANITITES
"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
"B" 365+50 TO "24TH" 347+50
20
31
51
REMOVE CHANNELIZERS QUANITITES
"WB2" 320+50 TO "B" 365+50
"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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:53:00 PM4/4/2018CHECKED 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 =>06xxxxxxxxpa002.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
SUMMARY OF QUANTITIES
"EBL" 312+49 TO "EB2" 315+50
CYLOCATIONSTATIONSHEET No.
L-9
L-11
Q-2
"WBL" 312+82 TO "WB2" 315+50
L-10
"WB2" 315+50 TO "WB2" 322+50
"WB2" 315+50 TO "OAK-1" 259+50
"WB2" 315+50 TO "WB2" 322+50
"OAK-1" 259+50 TO "OAK-1" 265+00
"WB2" 322+50 TO "WB2" 365+50
"WB2" 320+50 TO "B" 365+50
L-12
"B" 365+50 TO "24TH" 347+50
"B" 365+50 TO "24TH" 347+50
L-13
"24TH" 347+50 TO "24TH" 360+50
"24TH" 347+50 TO "24TH" 360+50
"24TH" 347+50 TO "23RD" 358+50
"24TH" 347+50 TO "23RD" 358+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
"W178" 396+09.45 TO "W178" 405+50
"E178" 395+34.02 TO "E178" 405+50
"E178" 395+34.02 TO "E178" 405+50
Lt
MEDIAN
Lt
Rt
MEDIAN
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Lt
Rt
22
13
86
7
11
2
159
22
79
31
96
36
47
87
104
131
129
80
105
141
99
108
2
1
2
TOTAL 1,600
(SIDEWALK AND DRIVEWAY)
REMOVE CONCRETE
"EBL" 312+49 TO "EB2" 315+50
CYLOCATIONSTATIONSHEET No.
L-9
"WBL" 312+82 TO "WB2" 315+50
L-10
"WB2" 315+50 TO "WB2" 322+50
"WB2" 315+50 TO "OAK" 259+50
L-12
"B" 365+50 TO "24TH" 347+50
"B" 365+50 TO "24TH" 347+50
L-13
"24TH" 347+50 TO "24TH" 360+50
"24TH" 347+50 TO "24TH" 360+50
"24TH" 347+50 TO "23RD" 358+50
"24TH" 347+50 TO "23RD" 358+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
"W178" 396+09.45 TO "W178" 405+50
"E178" 395+34.02 TO "E178" 405+50
"E178" 395+34.02 TO "E178" 405+50
Lt
MEDIAN
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Lt
Rt
TOTAL 25,479
(CURB AND GUTTER)
REMOVE CONCRETE
"WB2" 315+50 TO "WB2" 322+50
"WB2" 315+50 TO "OAK" 259+50
Rt"OAK" 259+50 TO "OAK" 265+00
MEDIAN
Lt
L-11
Lt"WB2" 320+50 TO "B" 365+50
"WB2" 320+50 TO "B" 365+50 Rt
"WB2" 320+50 TO "B" 365+50 MEDIAN
"W178" 396+09.45 TO "W178" 405+50 Lt
265
509
984
1,170
29
298
387
2,055
1,238
259
1,744
986
1,124
1,381
1,735
1,605
1,211
905
856
1,041
1,133
1,003
942
734
167
92
323
1,303
LOCATIONSTATIONSHEET No.
L-11 Rt
LF
L-12 Rt
TOTAL
"B" 365+50 TO "24TH" 347+50
"WB2" 320+50 TO "B" 365+50
REMOVE CONCRETE BARRIER (TYPE K) QUANITITES
240
180
420
LOCATIONSTATIONSHEET No.
L-10 Rt
EA
TOTAL
REMOVE LIGHTING & FOUNDATION QUANITITES
"WB2" 315+50 TO "WB2" 322+50 3
3
LOCATIONSTATIONSHEET No.
L-11 Rt
EA
L-12 Rt
TOTAL
"B" 365+50 TO "24TH" 347+50
"WB2" 320+50 TO "B" 365+50
REMOVE UNDERDRAIN QUANITITES
4
4
8
362
Q-3
SUMMARY OF QUANTITIESRICKY CARRILLOSHEET No.
TOTAL
CY CY
ALL LAYOUT SHEETS 83,000
83,000
5,879
5,879
CY
2,893
2,893
EARTHWORK QUANTITIES
ROADWAY EXCAVATION(TYPE Z-2) (ADL)ROADWAY EXCAVATIONIMPORTED BORROW(N)
LF
L-8
No.
SHEET
"W178" 396+09.45 TO 405+51.12
TOTAL LOCATIONASPHALT DIKEPLACE HOT MIX (TYPE A)HOT MIX ASPHALT 557
929
29
STATION
Lt
Lt"E178" 395+34.02TO 405+80.45
TON
1,486 77
HOT MIX ASPHALT DIKE QUANTITIES
LF
L-1
No.
SHEET
TOTAL LOCATIONSTATION
Rt
Rt
54
"EBL" 312+52.47 TO 313+00
"EBL" 313+00 TO 313+52.77 (TYPE 60S)CONCRETE BARRIERLF(TYPE 60SC)CONCRETE BARRIER CONCRETE BARRIER QUANTITIES
47
54
47
LF
L-2
No.
SHEET
TOTAL LOCATION923
178
STATION
Rt
Rt
1,101 1
FENCE QUANTITIES
L-3
"WB2" 315+50 TO 322+50
"WB2"322+50 TO "B" 336+50 (TYPE CL-6)CHAIN LINK FENCE (TYPE CL-6)20' CHAIN LINK GATE EA
1
2
3 (TYPE CL-6)24' CHAIN LINK GATE EA
1
SHEET No.
TOTAL
ALL LAYOUT SHEETS 3,959
3,959
SURFACE QUANTITIES
DETECTABLE WARNING SURFACEDETECTABLE WARNING SQFT EA
L-1
No.
SHEET
TOTAL LOCATIONSTATION
Lt
1
EA
1
1
METAL BEAM GUARD RAILING QUANTITIES
TERMINAL SYSTEMALTERNATIVE FLARED (TYPE WB-31)TRANSITION RAILING 1"EBL" 312+52.47 TO "EBL" 313+00
48
363
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:53:01 PM4/4/2018CHECKED 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 =>06xxxxxxxxpa003.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
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:53:02 PM4/4/2018CHECKED 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 =>06xxxxxxxxpa004.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
SUMMARY OF QUANTITIES
Q-4
SHEET No.
L-1
L-2
L-3
L-4
L-5
L-6
L-8
STATION
STRUCTURE SECTION No.TON TON SQYD
PAVEMENT STRUCTURAL SECTIONS
"WBL" 312+82 TO "WB2" 315+50
"WBL" 312+82 TO "WB2" 315+50
"WBL" 312+82 TO "WB2" 315+50
"WBL" 312+82 TO "WB2" 315+50
"WBL" 312+82 TO "WB2" 315+50
"WB2" 315+50 TO "WB2" 322+50
"OAK-1" 259+50 TO "OAK-1" 265+00
"WB2" 315+50 TO "WB2" 322+50
"OAK-1" 259+50 TO "OAK-1" 265+00
"WB2" 315+50 TO "WB2" 322+50
"WB2" 322+50 TO "B" 336+50
"B" 336+50 TO "24TH" 347+50
"24TH" 347+50 TO "24TH" 360+50
"24TH" 347+50 TO "23RD" 358+50
"24TH" 360+50 TO "24TH" 374+50
"23RD" 358+80 TO "23RD" 372+50
"24TH" 374+50 TO "W178" 396+09.45
"23RD" 372+50 TO "E178" 395+34.02
"W178" 396+09.45 TO "W178" 405+51.12
"E178" 395+34.02 TO "E178' 405+80.45
5
4
3
4
3
11
7
6
3
2
7
6
3
2
11
7
6
2
7
6
2
6
2
1
11
6
2
1
6
2
1
7
6
2
1
11
10
9
7
6
5
5
2
1
1
11
7
6
2
1
L-7 NATIVE SOIL95% COMPACTEDSLURY SEALCY CY CY
243
194
39
26
1,542
248
6,413
110
153
4,046
4,071
446
43
2,039
3,371
92
998
3,754
17
1,901
3,216
261
6,049
6
77
6,246
7
66
6,903
19
23
51
5,860
13
15
26
748
1,481
451
1,461
22
31
46
13
16
130
49
825
133
136
13
45
2,165
551
1,091
113
534
21
1,017
322
7
8
28
18
66
13
93
137
37
46
8
22
81
53
3,166
1,907
62,725 128 7,206 392 39 5,207SUBTOTAL
TOTAL
SUBTOTAL FROM SCQ-1
SUBTOTAL FROM HMA DIKE
1,971
64,772
76(TYPE A)HOT MIX ASPHALTPAVEMENTJOINTED CONCRETECONCRETECOLD PLANE ASPHALT(N)BASE CLASS 2 AGGREGATE 128 7,206 392 39 5,207
9
364
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESSIONAL
E
N
G
I
NEERST
A
TEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>4:53:02 PM4/4/2018CHECKED 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 =>06xxxxxxxxpa005.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
SUMMARY OF QUANTITIES
Q-5
SHEET No.STATION
CY CY CY
SUBTOTAL
TOTAL 3,512CURB (TYPE A1-6)CURB (TYPE A2-6)CURB TYPE (B1-6)CURB (TYPE B2-6)CURB TYPE "B"CURB TYPE "M"SIDEWALKDRIVEWAYCROSS GUTTERCYCY CY CY CY CY
E178 395+34.02 TO "E178' 405+80.45
W178 396+09.45 TO "W178" 405+51.12
23RD 372+50 TO "E178" 395+34.02
"24TH" 374+50 TO "W178" 396+09.45
23RD 358+80 TO "23RD" 372+50
24TH 360+50 TO "24TH" 374+50
24TH 347+50 TO "23RD" 358+50
24TH 347+50 TO "24TH" 360+50
B 336+50 TO "24TH" 347+50
"WB2" 322+50 TO "B" 336+50
"WB2" 315+50 TO "WB2" 322+50
"WBL" 312+82 TO "WB2" 315+50L-1
L-2
L-3
L-4
L-5
L-6
L-7
L-8
4
1
1
2
2
13
119
187
122
103
120
103
99
98
97
4 7
1
14
3
18
40
102
77
24
15
66
234
235
260
108
109
142
109
180
121
4
7
4
3
29
32
4 7 7 21 1,063 276 1,562 79
MINOR CONCRETE (CURB, GUTTER, SIDEWALK, AND DRIVEWAY)
LF
No.
SHEET STATION
MINOR CONCRETE (TEXTURED PAVING)(TEXTURED PAVING)MINOR CONCRETEL-1
L-2
L-3
L-4
L-5
24TH 347+50 TO "23RD" 358+50
24TH 347+50 TO "24TH" 360+50
B 336+50 TO "24TH" 347+50
"WB2" 322+50 TO "B" 336+50
"WB2" 315+50 TO "WB2" 322+50
"WBL" 312+82 TO "WB2" 315+50 15
31
61
43
22
TOTAL 172
LF
No.
SHEET STATION
MINOR CONCRETE (CURB RAMP)(CURB RAMP)MINOR CONCRETEL-2
L-3
L-4
L-5
L-6
L-7
"WB2" 315+50 TO "WB2" 322+50
"WB2" 322+50 TO "B" 336+50
B 336+50 TO "24TH" 347+50
24TH 347+50 TO "24TH" 360+50
24TH 347+50 TO "23RD" 358+50
24TH 360+50 TO "24TH" 374+50
23RD 358+80 TO "23RD" 372+50
"24TH" 374+50 TO "W178" 396+09.45
23RD 372+50 TO "E178" 395+34.02
7
21
22
22
17
28
32
28
23
SUBTOTAL 200
1
19
108
91
11
43
83
49
48
35
2
493
365
P-101PAVING SCHEDULEF-301FENCE SCHEDULEMONUMENT QUANTITY TABLEMonument:FILLBASECONCRETEWIRE MESHCOBBLESTONE (CY)(CY) (CY)(SF)(SF)W-115.992.654.00460460W-230.653.825.75664664W-339.313.925.90703703W-423.122.884.33517517W-516.072.674.02457457E-621.422.674.02479479E-738.413.835.76686686E-873.536.109.1911151115E-931.393.915.89680680E-1017.342.884.33498498E-11112.0411.1616.8118811881TOTAL:419.2646.4770.081408140MONUMENT LOCATION CHARTMonument:END POINTS (EP)HIGH POINT (HP)EP#1EP#2EP#3HPSta:Offset (LF):Sta:Offset (LF):Sta:Offset (LF):Sta:Offset (LF):ele.W-1325+80.52106.71326+3.5975.04326+25.6490.79326+8.1287.87FG + 3'W-2326+28.9290.53326+42.52123.88326+72.1289.49326+43.63102.64FG + 4'W-3326+60.45109.96326+89.4272.44327+12.17102.43326+91.4597.89FG + 5'W-4327+17.3779.18327+29.30113.86327+52.8288.47327+32.17101.69FG + 4'W-5327+56.46112.72327+58.1073.31327+85.0073.67327+68.9281.31FG + 3'E-6350+31.0242.16350+60.0665.97350+77.2145.25350+60.1652.39FG + 4'E-7350+67.0372.08350+97.3059.42351+12.7472.83350+96.2359.42FG + 5'E-8351+11.2277.29351+52.8539.04351+84.5365.55351+62.8859.38FG + 6'E-9351+52.02137.57351+54.6292.62351+86.92112.12351+61.35112.33FG + 4'E-10351+81.84144.95351+90.35109.23352+16.97132.12351+94.52121.03FG + 3'E-11351+47.2782.59352+8.0256.3352+19.37117.83351+96.3987.14FG + 5'DECOMPOSED GRANITE (DG)NAME:STATIONDGEDGING (CY)(LF)X-1322+87.061.78.5A-1326+39.675.679.4A-2326+55.675.578.9A-3326+71.734.868.1A-4326+87.714.962.7A-5327+03.694.471.9B-1331+50.591.837.1B-2332+10.941.615.2C-1334+51.001.130.6C-2335+25.261.231.7D-1337+94.621.232.2D-2338+70.921.331.3E-1341+43.921.330.1E-2342+17.481.330.2F-1344+90.711.732.1F-2345+63.411.432.7G-1348+21.091.842.5H-1350+65.930.19.7H-2350+77.531.231.4H-3350+92.532.554.6H-4351+07.533.878.9H-5351+22.535.2103.2H-6351+37.536.5127.5TOTAL:60.21111.8
X-1
X-2
W-1W-2W-3W-4W-5A-1A-2A-3A-4A-5
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 PLANTINGSTEEL SIGN - DIMENSIONSSTEEL SIGN - SECTIONSTEEL SIGN - MOUNTING BRACKET
PLANT SCHEDULEREFERENCE NOTES SCHEDULEPLANTING NOTESGENERAL LANDSCAPE NOTES (CITY OF BAKERSFIELD):
GENERAL PROJECT NOTES (CITY OF BAKERSFIELD):GENERAL RECORD DRAWING NOTE (CITY OF BAKERSFIELD):MAINTENANCE PERIOD (CITY OF BAKERSFIELD):
IRRIGATION SCHEDULEIRRIGATION SCHEDULEGENERAL IRRIGATION NOTESIRRIGATION NOTESMODEL WATER EFFICIENT LANDSCAPE ORDINANCEGENERAL IRRIGATION NOTES (CITY OF BAKERSFIELD):
VALVE SCHEDULECRITICAL ANALYSIS
B14.3436.0D1279.8D7
B28.0015.1B38.00B113.68B1217.7B1318.7B1421.0B15
B716.0B815.517.6B918.5B10D876.0
B43.00B57.55B617.514.0B168.13B17
A17.96A215.7A37.66A410.019.4A55.49A614.2A712.5A8A1015.3A113.00B187.7516.0B19A1210.5A1315.414.8A140.97A1612.0A914.3A1512.0A17
B205.2318.6B217.00B22A1819.7A1919.018.4A2015.3A219.20A2221.0A23A248.061.42A253.00A26B237.4817.0B247.00B25A2715.8A2814.81.30A2915.0A30
B268.36B2718.29.00B28A315.00A3217.31.40A33B299.3616.1B309.00B31
C112.0C211.110.1C37.45C41.63C5C628.0C718.0C817.917.8C914.1C10B3210.0B3318.3B348.07C1117.0C1214.9C1314.81.75C147.73C15
C1713.0C1814.316.2C1914.5C2010.6C2119.9C2219.3C2317.0C2610.9C2712.5C28C249.43C259.007.79C16
C2911.0C3018.7C318.85
DRIP-LINE RISER DETAIL6DRIPLINE MANIFOLD LAYOUT7DRIP ZONE VALVE12345678910111213141516171819123456789101112131415161718198