HomeMy WebLinkAbout12.5-184 AsbuiltsASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
DIRT DIRT
DIRT
DIRT
DIRT
DIRT
POOL
DIKE DIKE
DIKE
DIKE
DIKE
DIKE
KER-178
KER-178
DIRT PILES
DIRT PILES
DIRT PILES
DIRT PILES
DIRT PILES
ASPH
ASPH
DIRT
DIRT
DIRT
DIRT
DIRT
ASPH
DIRT
DIRT
DIRT
DIRT
ASPHASPH
ASPH
ASPH
DIRT
DIRT
DIRT
CONC
ASPH
DIRT
DIRT
DIRT
DIRT
ASPH
ASPH
DIRT
DIRT
ASPH
ASPH
DIRT
TANK
DIKE DIKE DIKE DIKE DIKE DIKE
DIKE
DIKE
DIKE
KER-178
KER-178
KER-178
AUBURN ST
MORNING DRDIRT
DIRT
DIRT
DIRT PILE
DIRT
DIRT
DIRT
ASPH ASPH
DIRT
DIRT
DIKE DIKE
DIKEDIKEDIKE
KER-178 KER-178
DIRT PILES
DIRT PILES
DIRT PILES
ASPH
DIRT
DIRT
MISC
MISC
MISC
MISC
FP
FP
FP
FP
FP
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
MISC
CONC
KER-178
KER-178
CANT
ERIA DRDIRT
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
DIRT PILE
DIRT PILEDIRT PILE
DIRT PILE
ASPH
ASPH
ASPH
DIRT
DIRT
DIRT
DIRT
DIRT
CONC
CONC
POOL
POOL
POOL
MORNING DRDIRT
DIRTDIRTDIRT
DIRT
TRAFFIC
DIRT
DIRT
KERN
Sta "A" 676+50 PM R7.0
BEGIN CONSTRUCTION
Sta "A" 657+50
BEGIN WORK
Sta "A" 788+50 PM T9.1
END CONSTRUCTION
Sta "A" 792+00
END WORK
NO SCALE
ROUTE 178
BAKERSFIELD
MORNING DrAUBURN St
Sta 46+95.36 "M" Line
Limit of Work (Morning Dr)
Sta 12+50.00 "AS" Line
Limit of Work (Auburn St)
Sta 88+50.00 "M" Line
Limit of Work (Morning Dr)
Mt Meadows
To
655 670 675 680 685 690 695 700
705
710 715
720
725 730 735 740 745 750 755 760 765 770 775 780 785 790 795 800 805
Rosedale
To
Br No. 50-0516
MORNING DRIVE OC
ESA
ESA
ENVIRONMENTALLY SENSITIVE AREA
PANORAMA Dr
Ave
MORNINGSTAR
No.
SHEET
1
DESCRIPTION
TYPICAL CROSS SECTIONS
20
2-19
21-34
35-57
CONSTRUCTION DETAILS58-82
83-97
UTILITY PLANS
SUMMARY OF QUANTITIES
RETAINING WALL PLANS
STRUCTURE PLANS
MORNING DRIVE OVERCROSSING BRIDGE No. 50-0516
CONSTRUCTION AREA SIGNS
98-113
SOUNDWALL PLANS
STAGE CONSTRUCTION, TRAFFIC HANDLING
C
A
N
T
E
RI
A
Dr
CONTOUR GRADING PLANS
TEMPORARY WATER POLLUTION CONTROL PLANS
SIGN PLANS
PAVEMENT DELINEATION PLANS
POTABLE WATER PLANS
DRAINAGE PLANS
EROSION CONTROL PLANS
KEY MAP & LINE INDEX
LAYOUT PLANS
PROFILE & SUPERELEVATION DIAGRAMS
TITLE & LOCATION MAP
PLANS, & DETOUR PLANS
TO 0.1 MILE EAST OF CANTERIA DRIVE
FROM 0.2 MILE EAST OF FAIRFAX ROAD OVERCROSSING
IN KERN COUNTY IN BAKERSFIELD
114-127
128-203
204-217
218-226
227
228-266
267-289
290-323
324-327
328-334
335-342
419-442
ESA
TRAFFIC ENGINEERING
APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
APPROVED BY:
DATEGREEN DrBEDFORDASSISTANT PUBLIC WORKS DIRECTOR
PUBLIC WORKS DIRECTOR
RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12/31/13
384-418 ELECTRICAL PLANS
CIVIL ENGINEER IV - TRIP
343-383 PLANTING & IRRIGATION PLANS
PLANS APPROVAL DATE REGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEO
F CALIFORNIA
No.
Exp.
CIVIL
x
x
x
x
x
LAST REVISIONSTATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR CONSTRUCTION ON
STATE HIGHWAY
PROJECT ENGINEER
REGISTERED CIVIL ENGINEER
DATE
SHEET
DEL NORTE SISKIYOU MODOC
HUMBOLDT
TRINITY SHASTA LASSEN
TEHAMA
MENDOCINO
GLENN BUTTE
PLUMAS
SIERRA
NEVADA
PLACERYUBACOLUSA
LAKE
YOLO
NAPASONOMA
EL DORADO
MARIN
AMADOR ALPINECALAVERASCONTRA
COSTA
TUOLUMNE MONO
SANTA
CLARA
SANTA CRUZ
STANISLAUS
MARIPOSA
MERCED
MADERA
FRESNO
MONTEREY
INYO
TULARE
KINGS
OBISPO KERN
SANTA
BARBARA
VENTURA
LOS ANGELES
SAN BERNARDINO
RIVERSIDE
IMPERIALSAN DIEGO
ORANGE
SOLANO
ALAMEDA MENTOSACRA-JOAQUINSAN
SAN
BENITO
SAN
LUISSUTTERSAN FRANCISCO
SAN MATEO
Dist COUNTY ROUTE TOTAL
SHEETSTOTAL PROJECT
LOCATION MAP
POST MILES
No.
TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2010
REGISTRATION No.LICENSE Exp DATEDATE SIGNEDOF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
INDEX OF PLANS
STATE STANDARDS AND PRACTICES AND THAT TECHNICAL OVERSIGHT WAS PERFORMED.APPROVED AS TO IMPACT ON STATE FACILITIES AND CONFORMANCE WITH APPLICABLE CALTRANS DESIGN OVERSIGHT APPROVALCONSULTANT DESIGN ENGINEERDATE PLOTTED =>$TIME$DATETIME PLOTTED =>R
COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
RESPONSIBLE FOR THE ACCURACY OR
OFFICERS OR AGENTS SHALL NOT BE
THE STATE OF CALIFORNIA OR ITS
03-11-13R
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
CONTRACT No.
PROJECT ID
PROJECT NUMBER & PHASE
0600000041
06-0C9404
UNIT$REQUEST
$USERUSERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
0 2 31CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/1471 06000000414BORDER LAST REVISED 7/2/2010
06 Ker 178 R7.0/T9.1 1
SAN DIEGO, CA 92108
404 CAMINO DEL RIO SOUTH, SUITE 700
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
900 TRUXTUN AVENUE, SUITE 201
CITY OF BAKERSFIELD
JASON LEMONSDAVID SANGHA442
C5965212/31/1303/11/1303/11/13CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
of As-built information
R.E. Signature for final approval
06-0C9404
COOPERATIVE AGREEMENT 12-121
ENCROACHMENT No. 0613-NDP-0652
WADE BOECK
SEE INDEX OF PLANS FOR
ADDED/REVISED SHEET NUMBERS
NEW NUMBER OF TOTAL SHEETS-471
417a, 417b
04/15/16
68r
207a, 208a
263a, 266a, 266b
250r, 251r, 258r, 259r
246r, 247a, 247b, 247r
241b, 241r, 244r, 245a
230a, 230b, 232a, 232b, 240r, 241a
335r, 336r, 337a
03/07/13
W. LEMONS
JASON
C66224
6/30/14
03/18/13
03/18/13
03/18/13
03/15/13
X-1
NOTE:
STRUCTURAL SECTIONS
ESAL
DHV
ADT (2035)
ADT (2015)
12,754,080
6,770
102,000
58,000
TI
V
T
D
20
ESAL
DHV
ADT (2035)
ADT (2015)
4,858,240
2,880
43,000
27,000
TI
V
T
D
20 11
50 mph
11%
53%
2. LIMITS OF THE STRUCTURAL SECTIONS ARE SHOWN ON THE LAYOUT SHEETS.
6
5
4
3
2
1
4. SEE SUPERELEVATION DIAGRAMS FOR COMPLETE SUPERELEVATION INFORMATION.
7
8
9
TRAVELED WAY & SHOULDERS
MORNING DRIVE & AUBURN STREET
TRAVELED WAY & SHOULDERS
RAMP
PAVEMENT
0.20' COLD PLANE AND OVERLAY HMA
TRAVELED WAY & SHOULDERS
STATE ROUTE 178 & MORNING DRIVE
0.50' 95% COMPACTED SUBGRADE
0.33' MINOR CONCRETE SIDEWALK
MORNING DRIVE MEDIAN ISLAND
INTERSECTION
STATE ROUTE 178
TEMPORARY DETOUR
STATE ROUTE 178
SUPERELEVATION DITCH
RAMP0.35' HMA (TYPE A)
EXISTING STRUCTURAL SECTIONS
A 1.80' AB
0.80' HMA
1.70' AB
0.40' HMAB 0.95' AB
0.50' HMAC
10
1.15' AS (CLASS 2)
0.95' AB (CLASS 2)
0.70' HMA (TYPE A)
1.25' AS (CLASS 2)
1.00' AB (CLASS 2)
0.70' HMA (TYPE A)
1.05' AS (CLASS 2)
0.80' AB (CLASS 2)
0.60' HMA (TYPE A)
1.15' AS (CLASS 2)
0.85' AB (CLASS 2)
0.60' HMA (TYPE A)
0.70' AS (CLASS 2)
0.50' HMA (TYPE A)
1.00' JPCP
0.70' AB (CLASS 2)
0.65' HMA (TYPE A)
12.5
75 mph
11%
57%
(EAST OF MORNING DRIVE)
TRAVELED WAY & SHOULDERS
STATE ROUTE 178
(WEST OF MORNING DRIVE)
TRAVELED WAY & SHOULDERS
STATE ROUTE 178
3. LIMITS & TYPE OF CURB, DIKE, & MBGR ARE SHOWN ON THE LAYOUT SHEETS.
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT
TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
5. SEE CONSTRUCTION DETAILS FOR ADDITIONAL SAFETY EDGE DETAILS NOT SHOWN.
2
ABBREVIATIONS:
JUE JOINT UTILITY EASEMENT
LE LANDSCAPING EASEMENT
COB CITY OF BAKERSFIELD
BL BIKE LANE
6. FOG SEAL COAT MUST BE APPLIED TO ALL HMA SURFACES ALONG ROUTE 178 AND
RAMPS EXCEPT TRAVELLED WAYS AND DETOURS. 02-18-152/18/15
REVISION DATE DESCRIPTION
DESIGN DESIGNATION
ROUTE 178
DESIGN DESIGNATION
MORNING DRIVE
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
ES
LOL
RW
0.81'2:12
RW 1
"A" 678+70.00 TO "A" 681+10.00
PG5%5%OG
SAFETY EDGESAFETY EDGE
2
2%2%
8
2%
2
2%5%
2
FLAT
TER
4
:1
OR
FLATTER2:1 OR
HMA DIKE (TYPE E)
OG
OG
3'
5%
Var Var
Var
SAWCUT Var
Var
SAWCUT
ES ETW HPESETW
VarVar
Var
2
2%
SAWCUT
2%2%
2
5%
2
Var
ESETWSAWCUTETWES
CB (TYPE 60)
OG
"A" LINE
A A
8
2%
A A A A
Var
2:1HPR/W
5%
HPR/W
Var
VarVar
5%
CB (TYPE 60D)
Var
0'-5'
HMA DIKE (TYPE E)
OG
2.5'2.5'
CATCH POINT
TYPICAL CUT SLOPE ROUNDING
FLATTER2:1 OR
18' Min25'-30'5'-10'
1'-4'
9.1'-10'22.5'-27.5'5'-10'
1'-4'
24'-36'12'10'18' Min
0'-5'1'-34'
0'-15'
0'-24'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
442
03/11/13
WADE BOECK
11
CCO #31 ADDED STRUCTURAL SECTION
REVISED MEDIAN PAVING
REVISED SOUNDWALL 1 CROSS SECTION
REVISED SAWCUT LIMITS09/25/13
02/18/15
12/15/15
3
"A" 676+50.79 TO "A" 684+50.00
ROUTE 178
689+15.89
24'-36.9'
0'
36'-36.9'
1.00' HMA MORNING DRIVE
(SEE CONSTRUCTION DETAILS)
ROCK BLANKET(TEXTURED PAVING)
0.35' MINOR CONCRETE
0'-24'
Var
TCE R/W
LOL
SW
CL
HP
39.3'-39.6'
ES
HMA DIKE (TYPE E)2:15%EXISTING RW
(PROTECT IN PLACE)
EXISTING DRAINAGE CHANNEL
0'-1'
10'
Var 0.63'
SW 1
"A" 685+38.67 TO "A" 689+15.89
Var5.3'-6.6'
Var
2
04/15/2016
06/03/14
4
1
1
1 2
1
2
3
4
X-2
3
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
ES ESETWETW ESESETWETW
"A" LINE
PG
ROUTE 178
25'10'10'36'-38.6'8'-10'10'36'FLATTER2:1 ORFLATTER2:1 OR
5%2%2%2%2%5%5%5%
OG
OG
HMA DIKE (TYPE E)
Var Var Var
R/W
22.5'-25'
Var
25'10'10'
PG
ESETWETW ESESETWETW
Var
25'
"A" LINE
ROUTE 178
"A" 703+09.12 TO "A" 705+13.67
"A" 699+27.99 TO "A" 700+39.12
"A" 703+09.12 TO "A" 705+13.67
HMA DIKE (TYPE E)
24'-36'
Var
"M6" LINE
0'-23'24'-48.1'
FLATTER2:1 OR
5%5%5%2%2%2%2%
FLATTER4:1 OR
CROSS SECTION
SEE "M6" LINE
OG
OG
Var
Var
HMA DIKE (TYPE E)
8'-10'
Var
OG
ES
CROSS SECTION
SEE "M4" LINE
A
A A
A
A
2 2 2 2 2 2
2
2
LOL
SW
TCE R/W HP ES
2:1HMA DIKE (TYPE E)
5%
EXISTING RW
SW 1
2 2
,
21
,
21
,
21
,
21
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
A
0.5%-5.1%
HMA DIKE (TYPE E)
Var
Var
0.63'
18' Min18' Min
10'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
ESETWSAWCUTSAWCUT
3'
HP
5%2%2%5%
FLA
TT
ER4:1
O
R
FLATTER2:1 OR
OG
OG
HMA DIKE (TYPE E)
18' Min
A A A
2 228
"A" 684+50.00 TO "A" 686+15.00
12'10'28'
20'
ETW
2%
1
1 REVISED SAWCUT LIMITS9/25/2013
5'-13.3'
32.5'-40.9'
32.6'-39.3'
6.6'-13.3'
1
(PROTECT IN PLACE)
EXISTING DRAINAGE CHANNEL
1
"A" 685+00.00 TO "A" 692+50.67
1
1'-23'
0.7'-23.3'1
"A" 684+50.00 TO "A" 699+27.99
"A" 689+15.89 TO "A" 699+27.99
1
"A" 689+15.89 TO "A" 692+50.67
X-3
4
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
25'10'10'
ESETWETW ES ETW ETW
"A" LINE
24'10'
ES
8'
ES
PG
ROUTE 178
"A" 705+13.67 TO "A" 709+95.22
26.4'-36'25'
FLATTER4:1 OR
5%5%2%2%2%2%5%5%
OG
Var
VarCROSS SECTION
SEE "M6" LINE Var
OG
25'10'10'
ESETWETW ES ETW ETW
"A" LINE"M6" LINE "M4" LINE
24'
Var Var
PG
"A" 700+39.12 TO "A" 703+09.12
ROUTE 178
24'-48.1'0'-23'25'
CROSS SECTION
SEE "M4" LINE
5%2%2%2%2%5%
CROSS SECTION
SEE "M6" LINE
OG
OG
CROSS SECTION
SEE "M4" LINE
HMA DIKE (TYPE E)HMA DIKE (TYPE E)FLATTER4:1 OR25'10'10'24'
PG
"M2" LINE
ETW ETW ES
"A" LINE
ES ETW
10'
ETW ES
0-2.7'
"A" 709+95.22 TO "A" 711+32.55
ROUTE 178
24'25'
CROSS SECTION
SEE "M2" LINE
5%2%2%2%2%5%5%FLATTER4:1 OROG
OG
Var
HMA DIKE (TYPE E)
CROSS SECTION
SEE "M5" LINE
A
A
A
A A
A
2 2 2 2 2 2
1 1 1 1 1 1
1 1 1 1 1
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
3.9%-7%
Var
0.5%-5.1%
0.2%-6.7%
Var
2.2'-8.7'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-4
5
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
25'10'10'
ESETWETW ES ETW ETW
"A" LINE "M5" LINE
24'
ES
"A" 714+88.79 TO "A" 716+15.47
PG
ROUTE 178
24'10'
25'10'10'
ESETWETW ES ETW ETW
"A" LINE
24'
"M2" LINE
24'2.7'-15.9'
PG
ROUTE 178
"A" 711+32.55 TO "A" 714+88.79
25'
25'
CROSS SECTION
SEE "M2" LINE
CROSS SECTION
SEE "M5" LINE
Var
2%2%5%5%2%2%
CROSS SECTION
SEE "M5" LINE
FLATTER4:1 OR5%2%2%5%5%2%2%
OG
OG
OG
Var
OG
"M5" LINE
HMA DIKE (TYPE E)
0-2.5'
CROSS SECTION
SEE "M2" LINE
25'10'10'
ESETWETW ES ETW ETW ES
24'
ES
8'-10'
Var
PG
"A" 716+15.47 TO "A" 722+62.97
ROUTE 178
24'-36'10'25'
Var
FLATTER4:1 ORFLATTER4:1 OR
5%5%2%2%2%2%5%5%
OGOG
Var
CROSS SECTION
SEE "M1" & "M2" LINE Var
CROSS SECTION
SEE "M3" LINE
HMA DIKE (TYPE E)HMA DIKE (TYPE E)
"A" LINE
A A
A
A
A
A
1 1 1 1 1 1
11 1 1 1
1 1 1 1 1 1
1
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
0.2%-6.7%
Var
Var
2.2%-6.3%
2.2%-6.3%
2.5'-15.9'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-5
6
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
25'10'10'
PG
ESETWETW ES ETW ETW
"A" LINE
ES
"M3" LINE
ROUTE 178
"A" 728+28.61 TO "A" 728+48.64
"A" 722+62.97 TO "A" 725+58.61
24'-36'8'-10'
25'10'10'
ESETWETW ES ETW ETW
"A" LINE "M3" LINE
24'
"M1" LINE
24'
PG
0.4'-5.8'
"A" 725+58.61 TO "A" 728+28.61
ROUTE 178
0'-23'
25'
25'
CROSS SECTION
SEE "M3" LINE
Var Var Var
5%2%2%2%2%5%5%
CROSS SECTION
SEE "M3" LINE
CROSS SECTION
SEE "M1" LINE
Var Var
2.8%5%2%2%2%2%5%
OG
OG
OG
OG
5%
HP
"A" 722+62.97 TO "A" 725+58.61
HMA DIKE (TYPE E)FLATTER4:1 ORVar
ES
CROSS SECTION
SEE "M1" LINE
OG
HMA DIKE (TYPE E)
1
24'-36'
Var
0'-23'
A
A A
A
A
1 1 1 1 1 1
1 1 1 1 1 1
4
:1
JUE
4:1
FLATTER
4:1 OR
R/W
2%
Var Var
OG
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
0.8%-5%
Var
0.8%-5%
3'10'0'-5'10'-15'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-6
NOTE:
1. SEE PAVEMENT DELINEATION PLANS
FOR INTERIM STRIPING LAYOUT
7
2. GRADE SHALL MATCH SUPERELEVATION
RATE OF ADJACENT TRAVELLED WAY.
3. AXIS OF ROTATION NOTED ON SUPERELEVATION
DIAGRAM. AXIS OF ROTATION ELEVATION IS
1.45' ABOVE THE PG LINE.
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
ROUTE 178
ROUTE 178
"A1" 772+42.73 TO "A1" 775+30.04
"A1" LINE
FLATTER4:1 OR
0%-2%0%-4.8%5%5%
ETWHPES ES ES ES HP
"A2" LINE
5%
F
LA
T
TER
4
:1
OR
OG
OG
2%&Var2%&Var2%&Var
ES ESETW
Var VarVar
ES ESETW
INTERIM
SEE NOTE 1
ETW
INTERIM
SEE NOTE 1
ETW
INTERIM
SEE NOTE 1
VarVar
ETWETWETW
HPETWETW HP ETW ETW
ROUTE 178
ES HP
3'
HP
3'
ES
VarVarVar
"A" 728+48.64 TO "A" 759+22.21
PG
8'-10'
Var
24'-36'10'
5'-10'
ES
5'-10'
Var
Var
ES
5%5%2%2%2%2%2%5%5%5%
OG
10'
0%-2%0%-5%
ESHP
3'
5%
HMA DIKE (TYPE E)
OG
R/W
4
:14:1
8'10'8'
EASEMENT
UTILITY
Var
EASEMENT
DRAINAGE
"A" 740+00.00 TO "A" 751+00.00
50'
"A" LINE
HMA DIKE (TYPE E)
FLATTER4:1 OR FLA
TTER4:1 ORFLATTER4:1 OR
Var
25'25'
A A A
1 1 1 11 1
1
1 1 1 1 1 1
PG
HMA DIKE (TYPE E)
5%
SEE DRAINAGE PLANS
DETENTION BASIN
4
:1
JUE
FLATTER
4:1 OR
R/W
2%
Var Var
OG 4:1
FLATTER
4:1 OR
R/W
2%
VarVar
OG
R/W
A
DRAINAGE BERM
DE
SAFETY EDGESAFETY EDGE
SAFETY EDGE SAFETY EDGE
1 11
0%-2%2%2%
FLATT
ER
4
:1
OR
5%
OG
OG
FLATTER2:1 ORFLATTER4:1 OR
Var
R/W
R/W
Var
HMA DIKE (TYPE E)
3'
4.8%-5%
1
5%2%
1A 1
SAFETY EDGE
2%2%
Var
ES
ETWESHP
Var
ETW HP
"A" LINE
Var Var Var
HP ETW ETW HPES
2%
5%
OG
5'-10'
Var
ES
"A" 759+22.21 TO "A" 772+42.73
5'-10'
Var
5%-7.8%
8'-10'
Var
SEE NOTE 3 SEE NOTE 3
PG
5%
ESETW
"A1" LINE
SEE NOTE 2
ROTATION
AXIS OF
SAFETY EDGE
HMA DIKE (TYPE E)
2%&Var
Var VarVar
Var
VarVar
EDGE
SAFETY SAFETY EDGE
8'3'5'4'3'15.1'-39'29.2'-34'
PG
24'5'4'0'-16.1'13.2'-18'24'-24.1'
16.1'-37.5'
24'-34.3'8'-10'10'0'-5'10'-15'10'-15'1'-15'
9.8'-34'
10'10'
26.7'-38.6'
12.6'-38.6'
24'-29.22'
5'-10'
10'25'10'3'13'-25'5'-10'24'-36'
PG
12'-36'24'-36'4'-10'
10'-16'22.1'-24.8'
35'35'
5'4'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-7
NOTE:
1. SEE PAVEMENT DELINEATION PLANS
FOR INTERIM STRIPING LAYOUT
2. GRADE SHALL MATCH SUPERELEVATION
RATE OF ADJACENT TRAVELLED WAY.
8
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
ROUTE 178
ROUTE 178
"A1" 775+30.04 TO "A1" 778+10.74
"A1" 778+10.74 TO "A1" 782+18.14
FLATTER4:1 OR F
LA
TT
ER
4
:1 OR
HMA DIKE (TYPE E)
HP ES ES ES ES HP
"A1" LINE "A2" LINE
Var Var
ETW ETW ETW ETW
0%-3%0%-3%2%-3%
5%5%5%
OG
OG
5%
"A1" LINE
"A1" LINE
F
LA
TT
ER
4
:1 ORFLATTER4:1 OR 2.5%-5%
Var
"A2" LINE
3%3%5%
5%
HP ES ES HPETWETW
HMA DIKE (TYPE E)
OG
ROUTE 178
"A1" 782+18.14 TO "A1" 783+69.37
FLATTER4:1 OR
5%
F
LA
T
TER
4
:1
OR
5%
HP ES ETW HPESETW
3%3%
3%-5%3%-5%
OG
OG
ES ETW
INTERIM
SEE NOTE 1
ETW ES
Var Var Var Var Var
ES ETW
INTERIM
SEE NOTE 1
ETW
INTERIM
SEE NOTE 1
ES
Var Var Var Var Var Var
ES ETW
INTERIM
SEE NOTE 1
ETW ETW
INTERIM
SEE NOTE 1
ETW
INTERIM
SEE NOTE 1
ES
Var
Var Var
Var
ES ETW
INTERIM
SEE NOTE 1
ETW
INTERIM
SEE NOTE 1
ESETWETW
1 1
1
1 1
1
1 1
1
1
1
1 1
1
1
SEE DRAINAGE PLANS
DETENTION BASIN
3
,
3
,
3
,
SEE DRAINAGE PLANS
DETENTION BASIN
HMA DIKE (TYPE E)
AA
A
A
AA
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
SAFETY EDGE
PG
5%
ESETW
"A1" LINE
SEE NOTE 2
ROTATION
AXIS OF
PG
1.1%-2.5%
1.1%-4.8%
1.1%-2.5%
1.1%-2.5%
4.8%-5%
2.5%-5%
3'8'5'4'5'3'34'-36'
PG
3'8'45'36'4'3'
3'8'45'67'4'3'
PG
PG
PG
24'5'4'18'-20'16.1'-20.8'12.8'-16'
24'3.3'-9'3.5'-26.2'20.8'-27.5'12.7'-19.5'
24'48'25.7'-27.8'
1.3'-3.5'
19.5'-21.4'
6'-15.1'36'36'4'
20.2'-24.8'24.1'-27.3'
31'-47.1'
20'-25.7'20.5'-27.3'
1.1'-3.3'
5'4'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-8
9
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
7'7'
ETW ETW ETW FL HP
SW2'2'
MORNING DRIVE
"M" LINE
BL
ES ES
2%
PG
2%
TYPE B1-4 CURB
2%2%
5%
TYPE B2-6 CURB
"M" 46+95.36 TO "M" 50+43.98
6'-8'3'
Var Var
7'
ETW ETW
2'
MORNING DRIVE
"M" LINE
ES
PG
2%
2%
"M" 50+43.98 TO "M" 51+42.30
36'
"M3" LINE
0-17.2'
Var
Var
"M" 51+42.30 TO "M" 54+01.14
5%
CROSS SECTION
SEE "M3" LINE36'7'3'
SW
ETWHPFL ETW
2'
6'
BL
ES
2%
TYPE B2-6 CURB
2%
2%
5%
36'-48.2'
OG
OG
OG
OG
Var
R/W
FLATTER4:1 OR
F
LAT
TER
4
:1
OR
FLATTER
4:1 OR
Var
R/W
10
5
9
9
5
10
5 5
6.75'
6.75'
36'
TYPE B2-6 CURB
2%
TYPE B1-4 CURB
5
3'
SW
HP FL
2%
5%
5%
OG
OG
9
R/W
Var
FLATTER
4:1 OR
FLATTER4:1 OR
6.75'
Var
2%
4'-6'
BL
Var
TYPE B1-4 CURB TYPE B1-4 CURB
15' Min
15' Min18'-19.9'
15' Min 0'-16'16.1'-18'15'-31.9'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-9
10
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
3'
SW
HP FL ETW ETW FL HP
SW2'
MORNING DRIVE
"M" LINE
BL
ES ES
5%2%
TYPE B2-6 CURB
2%
2%
PG
2%
2%2%5%
TYPE B2-6 CURB
3'
VarVar
36'
ETW
"M" 59+86.57 TO "M" 62+74.17
6'-8'
Var
BL
4'-9.1'
2%
Var
FLAT
T
ER
4
:1
OR
0'-7'
0'-2'
FLATTER4:1 OR
OG
OG
Var 36'Var0'-16'
Var
3'
SW
HP FL ETW ETW ETW FL HP
SW2'2'BL
MORNING DRIVE
"M" LINE
BL
ES ES
5%2%
TYPE B2-6 CURB
2%
2%
PG
2%
2%2%5%
TYPE B2-6 CURB
3'36'6'-8'
Var
36'
FLAT
T
ER
4
:1
OR
2%
OG
OG
0'-16'
Var CROSS SECTION
SEE "M3" LINEVar
CROSS SECTION
SEE "M5" LINE
CROSS SECTION
SEE "M6" LINE
CROSS SECTION
SEE "M2" LINE
"M" 57+61.57 TO "M" 59+86.57 (SEE STRUCTURE PLANS)
"M" 54+01.14 TO "M" 57+61.57
21'-45'
Var
FLATTER4:1 OR
9
5
10
5
9
9
5
10
5
9
6.75'6.75'
6.75'
F
LA
T
TER
4
:1
OR
7'
Var
TYPE B1-4 CURB
TYPE B1-4 CURB
TYPE B1-4 CURB
TYPE B1-4 CURB
6'
6'6.75'
4'-14'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-10
NOTE:
1. SEE CONSTRUCTION DETAILS FOR ADDITIONAL MEDIAN DETAILS NOT SHOWN.
11
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
Var
36'7'3'
SW
ETWHPFL ETW ETW ETW FL HP
SW
2'
6'
BL
MORNING DRIVE
"M" LINE
BL
ES ES
5%2%
TYPE B2-6 CURB
2%2%2%5%
"M" 62+74.17 TO "M" 69+74.27
36'-55'3'
Var
6'
MORNING DRIVE
"M" 69+74.27 TO "M" 75+06.12
2%
3'
SW
HPFL
BL
5%2%
ETW
ES
F
LA
TT
E
R
4
:1 OR
36'-45'6'
ETW
Var
OG
4
:1
0'-2'
0'-16.2'
0'-5'
Var
PG
ES
0'-17.2'
ETW
Var
CROSS SECTION
SEE "M6" LINE
Var
"M" 66+09.82 TO "M" 67+08.40
FLATTER4:1 OR
2%&Var
4
:1
Var
OG
OG
"M" LINE
2'0'-5'
VarVar
ES
ETWETWFLHP
6'
BLSW
6'3'
2%5%FLATTER
4:1 OR
Var
0%-1.5%
2%
0%-1.5%
TYPE A2-6 CURB
PG
0-11'
SEE NOTE 1
FL
SW
6'
2%SW
EXISTING
TYPE A2-6 CURB
"M" 71+24.78 TO "M" 74+81.91
OG
FLATTER
4:1 OR
Var
OG
Var
R/W
Var
R/WLE
1'-24.3'
VarVar
9
5 10 5
9
5
5
9
5 10
5
9
9
5
5 TYPE B2-6 CURB5
TYPE B2-6 CURB5
6.75'6.75'
6.75'
Var
R/W
CROSS SECTION
SEE "M6" LINE
TYPE B1-4 CURB
TYPE B1-4 CURB
TYPE B1-4 CURBTYPE B2-6 CURB
16'-99.6'
15' Min 35.6'-43'
0'-7'
0'-9.4'
8'-55.5'
9.8'-10.3'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-11
NOTE:
1. SEE CONSTRUCTION DETAILS FOR ADDITIONAL MEDIAN DETAILS NOT SHOWN.
12
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
MORNING DRIVE
"M" LINE
FL HP
SW
2%5%
3'6'
BL
"M" 75+06.12 TO "M" 76+39.45
ETW
2%
FLATTER
4
:1
OR
PG
OG
ES
Var
36'
SEE NOTE 1
FL HP
SW
2%5%
3'
OG
R/W TCE
"M" 75+93.54 TO "M" 76+39.45
EXISTING SW
4:1 OR FLATTER
"M" LINE
Var Var Var
FLATTER
4
:1
OR
TCEFLHP
SWBL
ETW
2%5%OG
PG
SAWCUT
Var
FL HP
SW
2%5%
3'
OG
R/W TCE
"M" 76+39.45 TO "M" 76+89.34
EXISTING SW
4:1 OR FLATTER
B
2%2%
ETWETW
SEE NOTE 1
OG
MORNING DRIVE
"M" 76+39.45 TO "M" 81+77.06
MORNING DRIVE
"M" 81+77.06 TO "M" 88+36.05
"M" LINE
Var
SAWCUT
Var
2%
ES HP
5%
5%
FLATTER4:1 OR
FLATTER
4
:1
OR
OG
TCE
Var
OG
PG
ETW
2%
FLATTER
4:1 OR
OG
6'
SW
FL
6'
BL
36'-44.8'
0%-2%
TYPE A2-6 CURB
Var
ES
0%-2%
0'-11'
Var
Var
ETW
SW
EXISTING
OG
Var
R/W
Var
SAWCUT
R/W
0.7'
LE
5
10 5
99
TYPE B2-6 CURB5
2%
5
5 TYPE B2-6 CURB
2%
5
5
9
5
9
B 5
5
9
10
B88
8
6.75'
6.75'
6.75'
0'-2'Var
R/W
TYPE B1-4 CURB
TYPE B1-4 CURB
TYPE B1-4 CURB
TYPE B1-4 CURB
0'-8.8'15' Min
0'-5'
14.5'-41.6'
10'
10'4'
40'-54'2'-13.1'0'-12'0'-14'6'6.75'3'6.25'10'
4'10'
0'-17'2.9'-20.1'3'15' Min 10.4'-18'
4.3'-8'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
11
11
11
11
REVISION DATE DESCRIPTION
04/15/2016
1 CCO #31 ADDED STRUCTURAL SECTION12/15/2015
1
1
1
1
X-12
13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
"M1" 720+18.02 TO "M1" 725+57.64
WB OFF-RAMP
PG
"M1" LINE
8'3'
HP ES ETW ES
5%
"M1" 725+57.64 TO "M1" 728+28.61
WB OFF-RAMP
PG
"M1" LINE
8'
5%
3'
2.8%
Var
ETWESHP
"M1" 712+44.80 TO "M1" 720+18.02
WB OFF-RAMP
8'3'3'
HP ES ETW ES HP
"M1" LINE
12'-24'
5%5%
Var
F
LAT
TER
4
:1
OR
HMA DIKE (TYPE E)
HMA DIKE (TYPE E)
OG
4'
0%-12%
4'
"M1" 712+44.80 TO "M1" 715+86.66
Var
CROSS SECTION
SEE "A" LINE
0%-10%
12'
0%-10%
0%-10%
2%-6.7%2%-6.7%
OG
CROSS SECTION
SEE "A" LINE12'0'-23'
ETW
6 6
6
6 6
6
HMA DIKE (TYPE E)111
4:1
0%-12%
0%-12%
PGVar
R/W
TYPE B2-6 CURB
4'
ES ES
CROSS SECTION
SEE "M2" LINE
3'-40'
TYPE B2-6 CURB
"M2" LINE
6
10
6
4:1Var
R/W
Var
6:1
HMA DIKE (TYPE E)
Var
CROSS SECTION
SEE "A" LINE3'
FL
F
LAT
TER
4
:1
OR
7
SAFETY EDGE
JUE R/W
OG
FLATTER
4:1 OR
4
:14:12%
Var Var
18.6'-30.4'
18.6'-21.1'
10'-15'0'-5'10'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-13
14
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WB ON-RAMP
"M2" 709+95.22 TO "M2" 714+88.75
PG
Var
HMA DIKE (TYPE E)
2%-4%
"M2" LINE
ETWES
3'3'
HP ES ETW ES HP
WB ON-RAMP
"M2" 714+88.75 TO "M2" 723+11.46
"M2" LINE
PG
5%
2%-12%
Var Var
HMA DIKE (TYPE E)
Var
8'
8'-15'
FLAT
TER
4
:1
OR
OG
OG
"M2" 721+21.98 TO "M2" 723+11.46
CROSS SECTION
SEE "M6" LINE
4'
12'-18.4'0'-15.9'
CROSS SECTION
SEE "A" LINE
ETW
FLAT
T
ER
6
:1
OR
Var
CROSS SECTION
SEE "A" LINE & "M1" LINEVar18.4'-30'
2%-12%
5%-12%
5%
FLATTER4:1 OR
111
6
6
6
CROSS SECTION
SEE "M" & "M2" LINE
4'
ES ES
CROSS SECTION
SEE "M1" LINE
3'-40'
"M1" LINE
TYPE B2-6 CURB
6
10
6
TYPE B2-6 CURB
SAFETY EDGE
0.2%-6.7%
F
LA
TT
ER
1
.5:1
OR
Var
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-14
15
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
PG
"M3" LINE
8'3'
"M3" 722+64.58 TO "M3" 728+48.64
2%-4%
Var
ETW ES HP
EB ON-RAMP
Var
5%
F
LA
TT
ER
4
:
1 O
R
"M3" 710+51.91 TO "M3" 722+64.58
EB ON-RAMP
4'3'
FL ES ETW ES HP
PG
5%
12'-24'
HMA DIKE (TYPE E)
Var Var
F
LAT
TER
4
:1
OR
FLATTER2:1 OR
8'-15'
F
LA
TT
E
R
4
:1 OR
OG
OG
"M3" 709+50.44 TO "M3" 710+51.91
EB ON-RAMP
HPETW
"M3" LINE
Var
12'
SW
FL
8'
TYPE B2-6 CURB
2%2%Var
BL
FLATTER2:1 OR
5%
3'
OG
0'-17.2'
PG
Var
5%
2%-10%
5%-10%5%
2%-10%
OG
0'-23'12'-17.7'
5%
ETW
ETW
CROSS SECTION
SEE "M" LINE & "A" LINE
CROSS SECTION
SEE "A" LINE
5
9
6 6
6
HMA DIKE (TYPE E)1 1
CROSS SECTION
SEE "M" LINE
FLATTER4:1 OR
HMA DIKE (TYPE E)
6:1
5
1
6.75'
7
5
0.8%-5%
HP
"M3" LINE
15' Min
16'
3'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-15
16
"M4" 703+09.12 TO "M4" 708+46.09
EB OFF-RAMP
FL ES ETW ES
"M4" LINE
PG
24'8'
HMA DIKE (TYPE E)
8'
ETW ES
"M4" 700+39.12 TO "M4" 703+09.12
EB OFF-RAMP
"M4" LINE
PG
24'
HMA DIKE (TYPE E)
"M4" 708+46.09 TO "M4" 713+21.02
EB OFF-RAMP
"M4" LINE
PG
Var
HMA DIKE (TYPE E)
4'
ES ESETWETW
Var
0%-9%
FLATTER2:1 OR
FLATTER2:1 OR
3'
8'
0%-9%
5%
3'
HP
0'-23'
0%-10%
0%-10%
0%-10%
4'Var
FLATTER2:1 OR
Var 0'-12'24'-36'
F
LAT
TER
4
:1
OR OG
"M5" LINE
4'
ESES
CROSS SECTION
SEE "M5" LINE
"M4" 711+68.29 TO "M4" 714+20.27
0%-9%
0%-9%
CROSS SECTION
SEE "A" LINE
CROSS SECTION
SEE "A" LINE
CROSS SECTION
SEE "A" LINE
2 2
6
6
6
66
Var Var
R/W
OG
6:1
FLAT
TER
4
:1
OR
HMA DIKE (TYPE E)
FLA
TT
ER4:1
O
R
Var
R/W
OG
"M4" 703+10.11 TO "M4" 706+86.09
HMA DIKE (TYPE E)
FLATTER2:1 OR
OG
ES HP
OG
3'-59.6'
6:1
2
6
6
TYPE B2-6 CURB
TYPE B2-6 CURB
6
6
10
Var
7
SAFETY EDGE
3.9%-7%2%-6.6%5%-6.6%
12.9'-14.5'
14.5'-29.2'
8'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-16
17
EB ON-RAMP
"M5" 706+27.58 TO "M5" 711+33.02
4'3'
ES ESFLETW
"M5" LINE
PG
16'
Var
HMA DIKE (TYPE E)
EB ON-RAMP
"M5" 711+33.02 TO "M5" 716+15.47
ESETW
"M5" LINE
PG
2%-12%
Var VarVar
HMA DIKE (TYPE E)
8'-15'
8'-15'
OG
Var
CROSS SECTION
SEE "M5" LINE & "M3" LINE
FLATTER6:1 OR
F
LA
T
T
E
R4:
1 OR
Var
5%-12%
0'-23'12'-16'
OG
Var
5%-12%
3.6%-12%
3.6%-12%
"M4" LINE
4'
ESES
CROSS SECTION
SEE "M4" LINE
"M5" 706+27.58 TO "M5" 707+36.41
3'
ETW
CROSS SECTION
SEE "M5" LINE & "M" LINE
CROSS SECTION
SEE "M4" LINE & "A" LINE
CROSS SECTION
SEE "A" LINE
6
66
1
1
HMA DIKE (TYPE E)
1
TYPE B2-6 CURB
TYPE B2-6 CURB
6
6
10
6:1
7
2.2%-6.3%
FLATTER1.5:1 OR
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
X-17
18
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WB ON-RAMP
"M6" 715+67.84 TO "M6" 716+69.57
HP ETW
"M6" LINE
PG
Var
12'
SW
FL
8'
5%
TYPE B2-6 CURB
3'
2%2%Var
BL
WB ON-RAMP
"M6" 699+27.99 TO "M6" 705+13.97
ES ETW
"M6" LINE
PG
VarVar Var
2%-4%
WB ON-RAMP
"M6" 705+13.97 TO "M6" 715+67.84
ETW ES HP
"M6" LINE
PG
2%-12%
5%
12'-24'
VarVar
4'3'
ES
8'-15'FLATTER2:1 ORHMA DIKE (TYPE E)
HP
8'-15'
F
LA
TT
E
R
4
:1 OR
OG
5%
OG
OG
CROSS SECTION
SEE "A" LINE
ETW
0'-23'12'-21.5'
Var
CROSS SECTION
SEE "A" LINE & "M" LINE
5%-12%5%
CROSS SECTION
SEE "M" LINE
2%
0'-17.2'
34'
HP
10%
3'
17'
FL
2%
2 22
6
5
9
Var
R/W
Var
R/W
R/W
5
6.75'
HMA DIKE (TYPE E)2:1Var
2%
Var
2%FLATTER2:1 OROG
OG
OG
5
,
65
,65
,
5
0.5%-5.1%
SAFETY EDGE
1'-25.5'
15' Min1'-67.5'
15' Min
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
19
X-18
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
AUBURN STREET
BL
ETWFL
BL
2%2%
ETW ETW ETW FL
"AS" 12+80.00 TO "AS" 16+53.58
Var Var Var
ETW
FLATTER2:1 OR
2%
5
C
FLATTER4:1 OR
5.6'-20.9'
Var
R/W
21.7'-30.4'
Var
TCE
4.4'-19.2'
Var
R/W
20.1'-31.5'
Var
TCE
TYPE A2-6 CURB
5
C
Var
2%
"AS" LINE
Var
2%5%
HP
FENCE
CL-6
HP
2%2%
6'24'6'
PG
OG
OG
6'0'-5'0'-7'24'-36'6'
15' Min
15' Min
COB TYPE M CURB
COB TYPE M CURB
TYPE B2-6 CURB
TYPE A2-6 CURB,
9.5'-20'3'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSTYPICAL CROSS SECTIONS
NO SCALE
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C78608
9/30/13
R. FISCHER
JASON
03/07/13
442
03/11/13
WADE BOECK
04/15/2016
JASON LEMONSKEY MAP AND LINE INDEX
NO SCALE
K-1
ROUTE 178 ROUTE 178"A" LINE
"A" LINE
DRIVEMORNING"M" LINESAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
S-1
S-2
PD-1
U-1
D-1
G-1
EC-1
L-1
S-3
PD-2
U-2
D-2
G-2
EC-2
L-2
S-4
PD-3
U-3
D-3
G-3
EC-3
L-3
S-5
PD-4
U-4
D-4
G-4
EC-4
L-4
S-6
PD-5
U-5
D-5
G-5
EC-5
L-5
S-7
PD-6
U-6
D-6
G-6
EC-6
L-6
S-8
PD-7
U-7
D-7
G-7
EC-7
L-7
S-9
PD-8
U-8
D-8
G-8
EC-8
L-8
S-10
PD-9
U-9
D-9
G-9
EC-9
L-9
S-11
PD-10
U-10
D-10
G-10
EC-10
L-10
S-12
PD-11
U-11
D-11
G-11
EC-11
L-11
S-13
PD-12
U-12
D-12
G-12
EC-12
L-12
S-14
PD-13
U-13
D-13
G-13
EC-13
L-13
S-15
PD-14
U-14
D-14
G-14
EC-14
L-14
655
R. FISCHER
JASON
C78608
9/30/13
20
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATEJASON FISCHERJASON LEMONS660 665 670 675 680 685 690 695 700 705 710 715
720
725
730 735 740 745 750 755 760 765 770 775 780 785 790 795 800
6065707580859055504540353025WB ON-RAMP
"M6" LINE
WB ON-RAMP
"M2" LINE
WB OFF-RAMP
"M1" LINE
EB OFF-RAMP
"M4" LINE
EB ON-RAMP
"M5" LINE
EB ON-RAMP
"M3" LINE
AUBURN St
"AS" LINE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
05/15/15
WADE BOECK
06000000414
06-0C9404
04/15/2016
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
DIRT
DIRT
POOL
DIKE
DIKE
DIKE
DIKE
KER-178
KER-178
L-1MATCH LINE SEE SHEET L-2"A" LINE
WB ROUTE 178
EB ROUTE 178
12,519.93'
12'
10'
12'
10'
N 8947'
LA SALLE CtLA SALLE Ct25'SAWCUT
ANGLE POINT
59' Rt "A" 683+21.76
R/W
R/W
R/W
SAWCUT
R/W
LEGEND:ABBREVIATIONS:
NOTE:
9
2
2
SAWCUT
SAWCUT
6'SAWCUT
SAWCUT 28'6'6'28'22.5'8
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
ENVIRONMENTALLY SENSITIVE AREA
BEGIN SAWCUT
71.94' Rt "A" 676+50.79
BEGIN SAWCUT
34' Rt "A" 676+50.79
RW 1 LOL
(TYPE E)
HMA DIKE
CURVE DATA NUMBER
MBGR (SEE QUANTITY TABLE)
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
ESA
LE
ESA
COB
JUE
CHP
DE
TCE
LANDSCAPING EASEMENT
ENVIRONMENTALLY SENSITIVE AREA
CITY OF BAKERSFIELD
JOINT UTILITY EASEMENT
CALIFORNIA HIGHWAY PATROL
DRAINAGE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
ANGLE POINT
25' Rt "A" 679+00.79
BEGIN SAWCUT
31.50' Lt "A" 677+94.98
1
BEGIN HMA DIKE (TYPE F)
END HMA DIKE (TYPE C)
BEGIN MBGR
81' Rt "A" 676+77.86
REMOVE MBGR 11
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
12'
10'28'8
BEGIN SAWCUT
68.50' Lt "A" 677+94.98
CL-6 Mod FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
ANGLE POINT
56.50' Lt "A" 679+35.98
BEGIN REMOVE HMA DIKE
BEGIN CB (TYPE 60)
88.93' Lt "A" 676+76.31
ANGLE POINT
22.50' Lt "A" 680+44.98
BEGIN HMA DIKE (TYPE C)
BEGIN 20:1 TAPER
78.50' Lt "A" 681+35.00
SEE NOTE 5
END CB (TYPE 60)
END 20:1 TAPER
85.24' Lt "A" 682+69.83
BEGIN CB (TYPE 60D)
END CB (TYPE 60)
BEGIN RW 1 LOL
79.75' Lt "A" 678+70.00
BEGIN CB (TYPE 60)
END CB (TYPE 60D)
END RW 1 LOL
79.75' Lt "A" 681+10.00
BEGIN REMOVE HMA DIKE
BEGIN HMA DIKE (TYPE C)
81.70' Rt "A" 676+05.78
END REMOVE HMA DIKE
BEGIN SHOULDER
81' Rt "A" 676+50.79
BEGIN HMA DIKE (TYPE E)
END HMA DIKE (TYPE F)
END MBGR
81' Rt "A" 677+40.36
SEE DRAINAGE PLANS
DETENTION BASIN #1
BEGIN HMA DIKE (TYPE E)
END HMA DIKE (TYPE C)
78.50' Lt "A" 682+69.83
REMOVE BASE AND SURFACING
TYPE 16B LAYOUT
62.50' MBGR
BEGIN SAFETY EDGE
BEGIN SHOULDER
27.50' Lt "A" 677+94.98
BEGIN SAFETY EDGE
BEGIN SHOULDER
30' Rt "A" 676+50.79
5. END OF CONCRETE BARRIER SHALL BE BURIED IN SLOPE. SEE
CONSTRUCTION DETAIL PLANS FOR BURIED END DETAIL.
SECTIONS FOR STRUCTURAL SECTION TYPES)
STRUCTURAL SECTION (SEE TYPICAL CROSS
21
CB ANGLE POINT
END REMOVE HMA DIKE
BEGIN SHOULDER
78.50' Lt "A" 677+94.98
02-18-152/18/15
32198764321680675670
FC C
C
C
C
F
FCFC
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
REVISION DATE DESCRIPTION
1 2/18/2015 REVISED TEXTURED PAVING DETAIL
ROCK BLANKET (SEE CONSTRUCTION DETAILS)
ROCK BLANKET
TEXTURED PAVING (SEE CONSTRUCTION DETAILS)
1MINOR CONCRETE (TEXTURED PAVING)
DIRT
DIRT
DIRT
DIKE
DIKE
ASPH
ASPH
ASPH
DIRT
DIRT
CONC
DIRT
DIKE
DIKE
KER-178
L-2
"A" LINE 12,519.93'
10'
10'
10'
10'
10'
10'
N 8947'
R/W
SAWCUT
R/W
R/W
TCE TCER/W SW 1 LOL
10'
10'
10'
12'
10'
END TAPER
35' Lt "A" 695+00.18
END TAPER
71' Lt "A" 695+00.00
NOTE:
10'
10'
2 2
8
HMA DIKE (TYPE E)
HMA DIKE (TYPE E)MATCH LINE SEE SHEET L-1MATCH LINE SEE SHEET L-33. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
REMOVE MBGR
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
BEGIN TAPER
68.50' Lt "A" 692+50.00
BEGIN TAPER
32.50' Lt "A" 692+50.18
8
2
2
BEGIN SW 1 LOL
124.35' Lt "A" 685+00.00
12
ENVIRONMENTALLY SENSITIVE AREA
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
WB ROUTE 178
EB ROUTE 178
END SW 1 LOL
124.35' Lt "A" 692+50.67
CL-6 Mod FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
22
SAWCUT
8
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
76432198764695690685
ESA
F F
C
C
C36'22.5'25'25'36'36'36'36'28'6'28'22.5'25'25'6'x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
1
2 REVISED SOUNDWALL ALIGNMENT
9/25/13
6/3/14
REVISION DATE DESCRIPTION
REVISED SAWCUT LIMITS
1
2
1
685+38.67
SAWCUT
6'+15.8928'+50.00SEE NOTE 5
36'10'+15.00SEE NOTE 524'16'+50.00SAWCUT
+50.00
DIRT PILES
DIRT PILES
ASPH
DIRT
DIRT
DIRT
ASPH
ASPH
TANK
DIKE DIKE
DIKE
KER-178
12,519.93'"A" LINE
WB ROUTE 178
EB ROUTE 178
"M6" LINE
"M
4"
L
IN
E
MATCH LINE SEEMATCH10'
10'
10'
10'
10'
10'
10'
"M4" 706+86.09 EC
"M6" 702+28.05 BC
N 8947'
"M6" 703+95.15 EC
"M6" 707+09.99 BC
12
S 85°20'25" E
270.99'320.00'S 63°47'54" E25'25'16
17
"M4" 703+10.11 BC
BEGIN 120' BAY TAPER
"M4" 708+29.09
BEGIN 120' BAY TAPER
24' Rt "M4" 708+29.09EB OFF-RAMPN 88°38'42" E 300.06'
BEGIN 36:1 TAPER
12' Lt "M6" 702+28.05 BEGIN 15:1 TAPER
24.17' Lt "M6" 703+53.59
END 15:1 TAPER
34.67' Lt "M6" 704+58.68
ANGLE POINT
38' Lt "M6" 705+58.62
END 36:1 TAPER
24' Lt "M6" 705+88.97
ANGLE POINT
32' Lt "M6" 705+88.69
WB ON-RAMP
R/W
R/W
R/W 25'CHP ENFORCEMENT AREA
8'4'8'
4'
L-38'8'24'2
4'
2
6
2
1
1
HMA DIKE (TYPE E)
END HMA DIKE (TYPE E)
32.75' Rt "M4" 708+46.09
R/W
HMA DIKE (TYPE E)MATCH LINE SEE SHEET L-2LINE SEE SHEET L-5SHEET L-4HMA DIKE (TYPE E)
HMA DIKE (TYPE E)
ANGLE POINT
59' Lt "A" 703+95.10
BEGIN HMA DIKE (TYPE E)
BEGIN SHOULDER
69.37' Lt "A" 705+13.67
BEGIN HMA DIKE (TYPE E)
BEGIN SHOULDER
69' Rt "A" 703+09.12
BEGIN SHOULDER
4' Lt "M4" 703+09.76
BEGIN 6:1 HMA GUTTER
BEGIN HMA DIKE (TYPE E)
7' Lt "M4" 703+95.41 3'END 6:1 HMA GUTTER
7' Lt "M4" 708+65.14
HMA DIKE (TYPE E)15'
TCE
2
7
1
REMOVE MBGR
"M4" 700+39.12 POT
59' Rt "A" 700+39.12=
"M6" 699+27.99 POT
59' Lt "A" 699+27.99=
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
AT THE DISTRICT OFFICE.
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
6
3
13
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
VEHICLE PULLOUT
MAINTENANCE
CL-6 Mod FENCE
CL-6 Mod FENCE
ANGLE POINT
81' Rt "A" 699+20.36
BEGIN HMA DIKE (TYPE E)
END HMA DIKE (TYPE F)
END MBGR
81' Rt "A" 698+98.00
ANGLE POINT
71' Rt "A" 698+97.23
BEGIN HMA DIKE (TYPE F)
END HMA DIKE (TYPE C)
BEGIN MBGR
81' Rt "A" 698+48.00
CURVE RADIUS DELTA TANGENT LENGTH
21°32'31"190.23'
16
17 91°56'58"517.31'
375.98'
3°11'29"83.57'167.10'
802.41'
12 1,000'
3,000'
500'
CENTERLINE CURVE DATA
BEGIN HMA DIKE (TYPE C)
END HMA DIKE (TYPE E)
81' Rt "A" 697+85.50
TYPE 16B LAYOUT
50' MBGR 2
TYPE 16C LAYOUT
100' MBGR
2
2
BEGIN MBGR
84.67' Lt "A" 699+08.00
BEGIN 25' PARABOLA
84.67' Lt "A" 699+45.50
BEGIN 20:1 FLARE
END 25' PARABOLA
85.29' Lt "A" 699+70.48
22 1
2
6
2 1
6
314.84'
N 85°27'13" E
BEGIN SAFETY EDGE
BEGIN SHOULDER
4' Rt "M6" 705+13.97
23
END MBGR
87.16' Lt "A" 700+07.94
5. SEE CONTOUR GRADING SHEETS G-3 & G-5 FOR CONSTRUCTION
LIMITATIONS RELATED TO ENVIRONMENTALLY SENSITIVE AREA.02-18-152/18/15
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
FCC
C
C
F
7
6
705
4312700
1
2
3
4
67057898
9
9876432198705700
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK25'36'Var24'04/15/2016
1 REVISED TEXTURED PAVING DETAIL2/18/2015
1
SEE CONSTRUCTION DETAILS
ROCK BLANKET
SEE CONSTRUCTION DETAILS
ROCK BLANKET SEE CONSTRUCTION DETAILS
MINOR CONCRETE (TEXTURED PAVING)
SEE CONSTRUCTION DETAILS
MINOR CONCRETE (TEXTURED PAVING)
1
DIRT
DIRT
DIKE
L-4
"A" LINE
"M
4" LI
N
E"M3" LINE
EB ROUTE 178
12,519.93'"M" LINEEB
O
FF-
R
A
M
PEB
END TAPER
5' Lt "M" 57+56.56
END TAPER
5' Rt "M" 57+56.56
10'12'16'4'7'7'8'4'N 8947'
"M4" 710+06.09 BC
571.40'
N 1652'
"M" 51+58.14 BC
"M3" 712+37.53 BC
4'
8'
EB ON-RAMP
LI
NE
"M5"
8'
"M5" 707+36.41 BC
"M5" 711+48.31 PCC
"M5" 713+15.41 EC
25'8'320.00'
S 63°47'54" E
300.06'
N 88°38'42" E
MORNING DRIVE4
10
13
14
15
END 120' BAY TAPER
36' Rt "M4" 709+49.09
END 120' BAY TAPER
12' Lt "M4"709+49.09
BEGIN 120' BAY TAPER
12' Rt "M3" 711+64.88
END 120' BAY TAPER
24' Rt "M3" 712+84.88
BEGIN TAPER
7' Lt "M" 56+56.56
BEGIN TAPER
7' Rt "M" 56+56.56
BEGIN BRIDGE
"M" 57+61.57
ANGLE POINT
24' Rt "M5" 710+32.62
ANGLE POINT
31' Rt "M5" 710+70.43
10'
10'25'BEGIN 10:1 TAPER
30.99' Rt "M5" 711+56.61
END 10:1 TAPER
22.12' Rt "M5" 712+26.96
END 60' BAY TAPER
51' Lt "M" 57+61.57
R/W
R/W
CHP ENFORCEMENT AREA
A36'24'2
4'20'44'
V
ar6
6
9
1
7
1
5
5
3
C
END HMA DIKE (TYPE E)
16' Lt "M4" 711+68.29
HMA DIKE (TYPE E)
HMA DIKE (TYPE E)
END HMA DIKE (TYPE E)
69' Rt "A" 710+79.89
5
248.52'
N 7152'
10
B
9
MATCH LINE SEE SHEET L-3MATCH LINE SEE SHEET L-5
M
A
T
C
H
L
IN
E SE
E SH
EE
T
L
-12MATCH LINE SEE SHEET L-65
6
TYPE B2-6 CURB
END TYPE B2-6 CURB
BEGIN HMA DIKE (TYPE E)
24' Rt "M5" 706+44.97
TYPE B2-6 CURB
9
TYPE B2-6 CURB
TYPE B2-6 CURB
"M" 54+01.14 POC
"M4" 714+20.27 POT=
"M" 54+24.40 POC
"M5" 704+87.89 POT=
5
TYPE B1-4 CURB
TYPE B1-4 CURB
(TYPE E)
HMA DIKE
HMA DIKE (TYPE E)
3'
615'
3
'4
END TYPE B2-6 CURB
BEGIN SHOULDER
4' Lt "M3" 710+92.64
END TYPE B2-6 CURB
BEGIN HMA DIKE (TYPE E)
BEGIN SHOULDER
20' Rt "M3" 710+92.64
CURVE RADIUS DELTA TANGENT LENGTH
4 32°21'54"580.39'1,129.75'
10 59°35'04"486.65'883.95'
13 162.20'8°04'52"81.23'
14 411.90'157°19'59"748.40'
15 167.10'3°11'29"83.57'
CENTERLINE CURVE DATA
2,000'
850'
1,150'
150'
3,000'
CURVE RADIUS DELTA TANGENT LENGTH
A 84°28'49"
B 72°26'25"
C 125.21'87.19'
79'
88.47'60'54.48'
57.86'
1022
CURB CURVE DATA
70'
99.88'
R/W
R/W
287.09'
N 2552'
END 6:1 HMA GUTTER
END HMA DIKE (TYPE E)
7' Lt "M5" 710+00.00
6
ï
»¿S 71î
€€52'251.98'
BEGIN 6:1 HMA GUTTER
BEGIN HMA DIKE (TYPE E)
7' Lt "M5" 708+25.00
"M4" 711+68.29 EC
"M3" 709+50.44 POT
45' Rt "M" 50+43.98=
"M5" 716+15.47 POT
59' Rt "A" 716+15.47=
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
AT THE DISTRICT OFFICE.
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
NOTE:
TYPE 12B LAYOUT
MBGR VarCUSHION SYSTEM
ALTERNATIVE CRASH
SEE CONSTRUCTION DETAIL PLANS
TYPE 14A LAYOUT
MBGR 5
"M" 58+69.07 POC
"A" 713+72.53 POT=
TYPE B2-6 CURB
Br No. 50-0516
MORNING DRIVE OC
6.
7
5'6.75'
6
.75'
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
4'
24'
8'
BEGIN 6:1 HMA GUTTER
BEGIN HMA DIKE (TYPE E)
7' Lt "M3" 713+16.41
VEHICLE PULLOUT
MAINTENANCE
6
0.67' Dia 39.06' Irr CROSSOVER
"M5" 710+71.39
O
N-RAMP
STANDARD PLAN H9.
5. FOR IRRIGATION CROSSOVER DETAILS NOT SHOWN, SEE CALTRANS
BEGIN 60' BAY TAPER
67' Lt "M" 57+00.00
7'
5
44'
10
CL-6 Mod FENCE
CL-6 Mod FENCE
7
END SAFETY EDGE
BEGIN B2-6 CURB
44' Rt "M4" 713+21.02
6. SEE CONSTRUCTION DETAILS PLANS FOR CURB TRANSITION LOCATION
AND DETAILS FOR STRUCTURE APPROACH.
SEE NOTE 6
9
24
(TYPE E)
HMA DIKE
0.67' Dia 105' Irr CROSSOVER
"M4" 712+95.60
0.67' Dia 136' Irr CROSSOVER
"M" 56+50.00
6.75'
60'
7'
6.75
'Var
Var
67'51'
44
'02-18-152/18/15
1234678558764321715710
1
710189710 2 3 4 715 6
673270543171024715
7
8
FCFC FCFC
FCCCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
REVISION DATE DESCRIPTION
1 REVISED TEXTURED PAVING DETAIL2/18/2015
SEE CONSTRUCTION DETAILS
ROCK BLANKET
SEE CONSTRUCTION DETAILS
MINOR CONCRETE (TEXTURED PAVING)
1
DIRT PILES
DIRT PILES
ASPH
DIRT
DIRT
DIRT
DIKE
L-5
710 1 2 3 4 715 6 7 8
"A" LINE 12,519.93'
WB ROUTE 178
"M1" LINE
"M" LINE"M6" LINE"M2" LI
NE10'
10'Va
r
586.84'
N 8947'
"M2" 712+95.28 BC
"M2" 716+62.38 BC
"M2" 721+21.98 EC
"M1" 718+18.02 EC
ï
»¿N 15î
€€29'
"M6" 715+12.40 EC
N 88°38'42" E 300.06'
360.00'
S 63°35'24" E
200.00'
N 85°27'13" EMORNING DRI
VE4
6
8
9
17
10'
BEGIN 10:1 TAPER
29.22' Lt "M2" 715+72.26
BEGIN 30:1 TAPER
12' Lt "M2" 712+95.28
END 10:1 TAPER
38.54' Lt "M2" 716+41.99
BEGIN 15:1 TAPER
END 30:1 TAPER
24.21' Lt "M2" 716+62.38
ANGLE POINT
42.94' Lt "M2" 717+29.83
ANGLE POINT
38' Lt "M2" 717+73.06
END 15:1 TAPER
30' Lt "M2" 717+73.35
BEGIN 120' BAY TAPER
24' Lt "M1" 718+18.02
BEGIN TAPER
54.99' Rt "M" 63+39.09
END 120' BAY TAPER
12' Lt "M6" 714+61.66
END 120' BAY TAPER
5' Lt "M" 77+18.43
WB ON-RAM P
W
B OFF-RAM
PONWB
RAMP-
TANGENT LENGTH
32°21'54"580.39'1,129.75'
26°30'42"117.79'
175°33'19"
91°56'58"517.31'
231.36'
3°11'29"83.57'167.10'
3,865.30'459.60'
802.41'
CENTERLINE CURVE DATA
DELTARADIUSCURVE
2,000'
500'
3,000'
150'
500'17
4
6
8
9
R/W
R/W
R/W
R/W
END TAPER
61' Rt "M" 66+39.42
D
E
CHP ENFORCEMENT AREA
"M2" 714+62.38 EC
BEGIN 60' BAY TAPER
51' Rt "M" 59+86.57
TANGENT LENGTH
1015
72°23'53"99.82'
CURB CURVE DATA
DELTARADIUSCURVE
60'
79'
D
E
106.79'74.06'
57.82'8'4'12'
6
5
9
5
10
9
910
6
10
6
1
1
4
(TYPE E)
HMA DIKE
"M" 62+62.79 POC
"M2" 724+60.92 POT=
"M" 62+74.17 POC
"M1" 712+44.80 POT=
S 8953'338.95'
N 89°53'54" E 341.86'
BEGIN HMA DIKE (TYPE E)
4' Rt "M1" 715+86.66
BEGIN HMA DIKE (TYPE E)
69' Lt "A" 715+80.90
(TYPE E)
HMA DIKE MAT
C
H
LI
N
E
S
E
E
S
H
E
E
T
L-
3
MATCH LINE SEE SHEET L-4 MATCH LINE SEE SHEET L-6MATCH LINE SEE SHEET L-13
JUE
9
TYPE B2-6 CURB TYPE B2-6 CURB
END TYPE B2-6 CURB
BEGIN HMA DIKE (TYPE E)
31.97' Lt "M1" 713+38.79
CURB
TYPE B2-6
TYPE B1-4 CURB
CURB
TYPE B1-4
HMA DIKE (TYPE E)
BEGIN TAPER
10.07' Rt "M" 62+93.53
END TAPER
BEGIN 120' BAY TAPER
16.17' Rt "M" 65+98.43
6
BEGIN TYPE B2-6 CURB
END HMA DIKE (TYPE E)
END SHOULDER
20' Lt "M6" 715+52.63
REMOVE MBGR
REMOVE FENCE
REMOVE FENCE
"M6" 716+69.57 POT
45' Lt "M" 67+08.40=
"M2" 709+95.22 POT
59' Lt "A" 709+95.22=
ENGINEERING AT THE DISTRICT OFFICE.
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
NOTE:
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS
DEPARTMENT AT THE DISTRICT OFFICE.
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT
SHOWN.
CUSHION SYSTEM
ALTERNATIVE CRASH
5
TYPE 12B LAYOUT
MBGR
SEE CONSTRUCTION DETAIL PLANS
TYPE 14A LAYOUT
MBGR
(TYPE E)
HMA DIKE
Br No. 05-0516
MORNING DRIVE OC
14
F
75°45'05"79.33'60'F 46.67'
4. SEE CONTOUR GRADING PLANS FOR FENCE
DETAILS NOT SHOWN.
BEGIN 120' BAY TAPER
24' Lt "M6" 713+29.94
VEHICLE PULLOUT
MAINTENANCE
0.67' Dia 44.69' Irr CROSSOVER
"M6" 713+46.05
5. FOR IRRIGATION CROSSOVER DETAILS NOT
SHOWN, SEE CALTRANS STANDARD PLAN H9.
BEGIN TAPER
5' Rt "M" 60+40.72
END BRIDGE
"M" 59+86.57
BEGIN TAPER
5' Lt "M" 59+91.58
END TAPER
7' Lt "M" 61+91.58
0.67' Dia 80.34' Irr CROSSOVER
"M2" 722+68.24
(TYPE E)
HMD DIKE
END TAPER
9.12' Rt "M" 62+45.95
"M1" 715+86.66 BC
0.67' Dia 46' Irr CROSSOVER
"M2" 720+16.16
BEGIN TAPER
38' Lt "M2" 721+21.98
JUE
TYPE B2-6 CURB
157.17'
N 6°29'45" W
END TYPE B1-6 CURB
51' Lt "M" 65+97.03
CL-6 Mod FENCE
CL-6 Mod FENCE
"M" 62+87.90 EC
REMOVE BASE AND SURFACING
BEGIN SAFETY EDGE
END HMA DIKE (TYPE E)
31.97' Lt "M1" 713+86.66
BEGIN TYPE B1-6 CURB
END SAFETY EDGE
END SHOULDER
4' Rt "M6" 715+52.63
6. SEE CONSTRUCTION DETAIL PLANS FOR CURB
TRANSITION LOCATION AND DETAILS FOR STRUCTURE
APPROACH.
25
7. SEE CONTOUR GRADING SHEETS G-3 & G-5 FOR
ENVIRONMENTALLY SENSITIVE AREA.
CONTRUCTION LIMITATIONS RELATED TO
0.67' Dia 136' Irr CROSSOVER
"M" 61+20.00
END 60' BAY TAPER
67' Rt "M" 60+44.83
44'
BEGIN TYPE B2-6 CURB
END HMA DIKE (TYPE E)
END TAPER
32.13' Lt "M2" 723+07.51
02-18-152/18/15
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C94046576432196087
671543
4 3 2 1 720
987
6
7154
1710 32
710
1 2347156ESA
C FFCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
7'25'4 '8'8'Var24'30'44'
44'15'
8'
2
4'
4'24'61'
Var 5'25'WADE BOECK
04/15/2016
SEE CONSTRUCTION DETAILS
ROCK BLANKET
SEE CONSTRUCTION DETAILS
MINOR CONCRETE (TEXTURED PAVING)
1 REVISED TEXTURED PAVING DETAIL2/18/2015
1
6.75'
67'
Var
6.75'
6.75'
6.75'
6.75'
44'
7'
Var
5'
DIRT
DIRT
DIRT
DIRT
ASPH
DIKE
DIKE
KER-178
L-6"M
1" LIN
EWB ROUTE 178
EB ROUTE 178
"M3" LINE
"A" LINE 12,519.93'MATCHMATCH LINE SEE10'
10'
10'12'
10'
10'
12'
"M1" 721+78.02 BC
N 8947'
"M3" 721+21.48 EC
"M3" 723+81.48 BC
"M3" 725+48.58 EC
S 63°35'24" E360.00'
S 85°20'25" E 270.98'
N 88°38'42" E 300.06'
10
11
END 120' BAY TAPER
12' Lt "M1" 719+38.02
WB OFF-RAMP"M1" 725+57.63 EC
12'
ANGLE POINT
59' Rt "A" 722+15.59
ANGLE POINT
69' Rt "A" 721+15.67
BEGIN 50:1 TAPER
24' Rt "M3" 719+43.62
EB ON-RAMP
ANGLE POINT
32' Rt "M3" 719+43.70
ANGLE POINT
38.38' Rt "M3" 719+75.38
BEGIN 15:1 TAPER
36.34' Rt "M3" 720+79.95
END 50:1 TAPER
12' Rt "M3" 725+48.58
R/W
R/W
R/W
CURVE RADIUS DELTA TANGENT LENGTH
7 21°45'01"192.12'379.61'
10 59°35'04"486.65'883.95'
11 167.10'3°11'29"83.57'
1,000'
850'
3,000'
CENTERLINE CURVE DATA
7
CHP ENFORCEMENT AREA
6
1
1
6
6
1
1
5
6
HMA DIKE (TYPE E)
HMA DIKE (TYPE E)
HMA DIKE (TYPE E)
(TYPE E)
HMA DIKE
JUE
JUE
LINE SEE SHEET L-5SHEET L-4MATCH LINE SEE SHEET L-7END SHOULDER
4' Rt "M1" 725+57.97
END HMA DIKE (TYPE E)
END SHOULDER
69' Lt "A" 725+58.61
R/W
END 6:1 HMA GUTTER
END HMA DIKE (TYPE E)
7' Lt "M3" 719+00.00
END SHOULDER
4' Lt "M3" 722+62.66
END HMA DIKE (TYPE E)
END SHOULDER
69' Rt "A" 722+62.97
AT THE DISTRICT OFFICE.
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
NOTE:
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT
SHOWN.
1
1
7
"M3" 728+48.64 POT
59' Rt "A" 728+48.64=
"M1" 728+28.61 POT
59' Lt "A" 728+28.61=
END 6:1 HMA GUTTER
END HMA DIKE (TYPE E)
7' Rt "M1" 724+72.33
HMA DIKE (TYPE E)
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT
SHOWN.
VEHICLE PULLOUT
MAINTENANCE
0.67' Dia 45.53' Irr CROSSOVER
"M3" 720+19.11
5. FOR IRRIGATION CROSSOVER DETAILS NOT SHOWN, SEE
CALTRANS STANDARD PLAN H9.
CL-6 Mod FENCE
CL-6 Mod FENCE
7
END 15:1 TAPER
27.23' Rt "M3" 721+86.55
(TYPE E)
HMA DIKE
BEGIN 6:1 HMA GUTTER
7' Rt "M1" 720+37.79
725
260.00'
N 8527'
END SAFETY EDGE
BEGIN HMA DIKE (TYPE E)
20' Lt "M1" 720+18.02
26
02-18-152/18/15
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
987643219725720
7
8
634217209
9
720
1 2
3
4 725 6 7 8
F
F
F
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
25'4'4'8'8'8'24'Var24'24'15'8'24'8'25'25'3'25'WADE BOECK
04/15/2016
REVISED TEXTURED PAVING DETAIL2/18/20151
SEE CONSTRUCTION DETAILS
ROCK BLANKET
SEE CONSTRUCTION DETAILS
ROCK BLANKET
SEE CONSTRUCTION DETAILS
MINOR CONCRETE (TEXTURED PAVING)
SEE CONSTRUCTION DETAILS
MINOR CONCRETE (TEXTURED PAVING)
1
1
DIRT
DIRT
DIRT
DIRT
DIRT
ASPH
DIKE
DIKE
KER-178
L-7
"A" LINE
WB ROUTE 178
12,519.93
EB ROUTE 178
10'
10'
10'
10'
10'
N 8947'
ANGLE POINT
69' Rt "A" 733+48.84
ANGLE POINT
59' Rt "A" 734+48.76
BEGIN TAPER
25' Rt "A" 734+48.76
R/W
R/W
R/W
R/W
DE
BEGIN TAPER
25' Lt "A" 734+48.76
END TAPER
30' Lt "A" 736+98.76
END TAPER
30' Rt "A" 736+98.76
1
1 1
JUE
JUE
HMA DIKE (TYPE E)
HMA DIKE (TYPE E)MATCH LINE SEE SHEET L-6MATCH LINE SEE SHEET L-8DE
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
AT THE DISTRICT OFFICE.
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
NOTE:
TYPE 16A LAYOUT
MBGR 50'
BEGIN HMA DIKE (TYPE E)
END HMA DIKE (TYPE C)
69' Lt "A" 731+03.00
7
BEGIN HMA DIKE (TYPE F)
END HMA DIKE (TYPE E)
BEGIN MBGR
69' Lt "A" 729+79.00
BEGIN HMA DIKE (TYPE C)
END HMA DIKE (TYPE F)
END MBGR
69' Lt "A" 730+29.00
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
CL-6 Mod FENCE
CL-6 Mod FENCE
DE
1
27
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
32198764321740735730
F
F
F
F
F
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
25'5'24'24'24'5'Var8'30'30'25'WADE BOECK
04/15/2016
ASPH
DIRT
DIRT
DIKE
KER-178
L-8
12,519.93'"A" LINE
WB ROUTE 178
EB ROUTE 178
10'
10'
10'
10'
N 8947'
R/W R/W
DE
DE
R/W R/W
1
HMA DIKE (TYPE E)
HMA DIKE (TYPE E)MATCH LINE SEE SHEET L-7MATCH LINE SEE SHEET L-93. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
AT THE DISTRICT OFFICE.
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
NOTE:
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
CL-6 Mod FENCE
CL-6 Mod FENCE
8
TYPE 16B LAYOUT
62.50' MBGR
BEGIN HMA DIKE (TYPE F)
END HMA DIKE (TYPE E)
BEGIN MBGR
69' Lt "A" 756+19.00
BEGIN HMA DIKE (TYPE C)
END HMA DIKE (TYPE F)
END MBGR
69' Lt "A" 756+81.50
BEGIN HMA DIKE (TYPE E)
END HMA DIKE (TYPE C)
69' Lt "A" 757+44.00
DE
1
1
1
28
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
76432198764755750745
F
F
F
F
F
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
5'5'5'5'24'24'24'24'30'30'30'30'WADE BOECK
04/15/2016
DIKE
DIKE
L-9
"A" LINE
WB ROUTE 178
EB ROUTE 178
CURVE RADIUS DELTA TANGENT LENGTH
1 613.31'1,220.52'
10'
10'
10'
10'
"A" 760+22.21 BC
N 8947'
12,519.93'
13°59'10"
1
CENTERLINE CURVE DATA
5,000'
R/W
R/W
R/W
DE
DE
R/W
1
1
HMA DIKE (TYPE E)
HMA DIKE (TYPE E)MATCH LINE SEE SHEET L-8MATCH LINE SEE SHEET L-103. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
AT THE DISTRICT OFFICE.
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
NOTE:
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
CL-6 Mod FENCE
CL-6 Mod FENCE
1
1
BEGIN TAPER
30' Rt "A" 762+80.71
END TAPER
13' Rt "A" 765+28.97
10'13'
END TAPER
23' Rt "A" 765+29.09BEGIN TAPER
35' Rt "A" 762+80.82
29
BEGIN SAFETY EDGE
END HMA DIKE (TYPE E)
69' Rt "A" 759+22.63
ANGLE POINT (Temp ESA FENCE)
168' Rt "A" 764+86.49 ANGLE POINT (Temp ESA FENCE)
168.70' Rt "A" 764+94.77
BEGIN Temp ESA FENCE
183' Rt "A" 764+97.23
END Temp ESA FENCE
183.70' Rt "A" 765+05.45
SEE NOTE 5
TO DETERMINE THE EXACT FENCE POST LOCATIONS.
5. FENCE TO SPAN THE ENVIRONMENTALLY SENSITIVE AREA. ENGINEER
6. SEE CONTRUCTION DETAIL PLANS FOR ESA FENCE DETAILS NOT SHOWN.
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
98 760 1 2 3 4
765
6
7
8
ESA
FC
F
F F
C
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
5'5'24'24'24'5'30'30'30'36'
WADE BOECK
04/15/2016
DIRT
PILES
ASPH
DIRT
DIRT
KER-178
L-10
"A" LINE
WB ROUTE 178
EB ROUTE 178
1
2
RADIUSCURVE DELTA TANGENT LENGTH
13°59'10"613.31'1,220.52'
14°42'46"516.41'
10'
CENTERLINE CURVE DATA
5,000'
4,000'
1
R/W
R/W
1
1
11
1
"A1" LINE
"A2" LINE
N 75°48'17" E
N 74°36'17" E
22
21
2
22
"A1" 776+50.04 BC
21
HMA DIKE (TYPE E)MATCH LINE SEE SHEET L-9MATCH LINE SEE SHEET L-11"A2" 773+48.17 EC
END 120' BAY TAPER
36' Rt "A2" 774+68.17
BEGIN 120' BAY TAPER
24' Rt "A2" 773+48.17
10'
END TAPER
45' Lt "A1" 776+51.82
BEGIN TAPER
59' Lt "A" 769+25.09
"A1" 772+42.73 POT
26' Lt "A" 772+42.73=
"A2" 772+42.73 BC
35' Rt "A" 772+42.73=
HMA DIKE (TYPE E)
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
AT THE DISTRICT OFFICE.
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
407.31'
1,027.14'
5,035'1°11'59"52.72'105.44'
506.31'
2,200'9°20'14"179.66'358.53'
"A2" 778+54.48 BC
BEDFORD GREEN DRIVE
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
R/W
R/W +45.90CL-6 Mod FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
3
BEGIN MBGR
53' Lt "A1" 780+93.10
SEE DRAINAGE PLANS
DETENTION BASIN #2
BEGIN SAFETY EDGE
END HMA DIKE (TYPE E)
50.98' Lt "A1" 775+30.04
10'
13'
10'
BEGIN 240' BAY TAPER
12' Lt "A2" 772+76.41
END 240' BAY TAPER
20.38' Rt "A1" 775+15.68
10'
R/W
30
"A" 772+42.73 EC
9
TYPE 16B LAYOUT
37.50' MBGR
BEGIN MBGR
72' Rt "A" 772+39.85
END MBGR
37' Rt "A2" 772+77.06
BEGIN TAPER
45' Lt "A1" 779+22.66
Var36'4'END SAFETY EDGE
BEGIN HMA DIKE (TYPE E)
40' Rt "A2" 774+68.20
10
4' Lt "A1" 779+16.35 PT
1' Lt "A1" 779+16.44 PT
2/18/15
02-18-15REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
9 770 1
3
3
4
4
6
6
7
7
8
8
9
9
1
1
2
775
775
780
780
FC
F
C
CF
F
C
F
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
30'24'5'Var5'4'8'36'36'24'5'36'8'5'4'5'4'8'WADE BOECK
04/15/2016
1
2 REVISED MEDIAN DETAIL
REVISED MEDIAN DETAIL10/24/2014
2/18/2015
1
BEGIN TYPE B4 CURB WITH 10' CURB TRANSITION
END SAFETY EDGE
11.97' Rt "A1" 776+75.00
BEGIN TYPE B4 CURB WITH 10' CURB TRANSITION
END HMA DIKE (TYPE E)
4' Lt "A1" 776+75.00
END SAFETY EDGE
END SHOULDER
4' Lt "A1" 778+10.74
END SAFETY EDGE
END SHOULDER
5.98' Rt "A1" 778+10.74
2
END SAFETY EDGE
BEGIN HMA DIKE (TYPE E)
4' Lt "A1" 775+30.04
CURB
TYPE B4
R=1.5'36'
MISC
FP
FP
FP
FP
ASPH
ASPH
CONC
MISC
KER-178CANTERIA DRTRAFFIC
L-11
2,052.31'
S 8928'CANTERI
A DRI
VESTATE ROUTE 178
2
R/W
G
CURVE RADIUS DELTA TANGENT LENGTH
G
CURB CURVE DATA
H
CURVE RADIUS DELTA TANGENT LENGTH
2 14°42'46"516.41'
CENTERLINE CURVE DATA
4,000'
55.53'40'
1
22
22
"A1" LINE
"A2" LINE
MATCH LINE SEE SHEET L-101
HMA DIKE (TYPE E)
SEE NOTE 4
79°32'09'
2,200'9°20'14"179.66'358.53'
1,027.14'
"A2" 782+13.01 EC
31.16' Rt "A1" 782+18.14=
DRIVE
BEDFORD GREEN
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
AT THE DISTRICT OFFICE.
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
4. SEE CONSTRUCTION DETAIL PLANS FOR PAVEMENT CONFORM DETAIL.
5. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
1
3 +21.0250'121°55'25"90.06'
R/W
R/W
CL-6 Mod FENCE
CL-6 Mod FENCE
"A1" 786+77.17 EC
BEGIN TYPE B2-6 CURB
END HMA DIKE (TYPE E)
71' Rt "A1" 782+99.43
10
TYPE 16B LAYOUT
62.50' MBGR
MONUMENT IN PLACE
PROTECT EXISTING
END TYPE B2-6 CURB
CONFORM
END TAPER
44.92' Rt "A1" 785+49.62
TYPE B2-6 CURB
BEGIN TAPER
65' Rt "A1" 784+73.10
BEGIN TYPE B2-6 CURB
97.54' Rt "A1" 784+32.78
CURB
TYPE B2-6
END TYPE B2-6 CURB
147.21' Rt "A1" 783+43.49
H
106.40'
33.29'67'49'8'R/W
SEE CONSTRUCTION DETAIL PLANS
CONCRETE CROSS GUTTER
SAWCUT 9
5
SEE NOTE 4
9
31
END SAFETY EDGE
END SHOULDER
57' Lt "A1" 783+42.02
ANGLE POINT
45' Lt "A1" 783+42.02
SAWCUT
END TAPER
49' Lt "A1" 782+71.98
END MBGR
56.73' Lt "A1" 781+54.72
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
2
2 43
6
9
8
7
6
4
3
2
1
785
790
795
F
F
F
F
F
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
6.75'6'4'WADE BOECK
04/15/2016
DIRT
L-12
"M" LINE
3
CURVE RADIUS DELTA TANGENT LENGTH
16°17'19"286.22'568.58'
CENTERLINE CURVE DATA
3
"M" 45+86.75 EC
MORNING DRIVE
ANGLE POINT
51' Rt "M" 49+54.01
2,000'
R/W
R/W
R/W
9
5
10
MATCH LINE SEE SHEET L-4BEGIN TYPE B2-6 CURB
51' Rt "M" 46+95.36
TYPE B1-4 CURB
BEGIN TYPE B1-4 CURB
7' Rt "M" 46+95.36
TYPE B2-6 CURB
BEGIN TYPE B2-6 CURB
65' Lt "M" 46+95.36
TYPE B1-4 CURB
9
5
R/W
TYPE B2-6 CURB
BEGIN TYPE B1-4 CURB
7' Lt "M" 46+95.36
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
AT THE DISTRICT OFFICE.
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
"M" 40+18.17 BC
N 0°31'50" E
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
BEGIN 90' BAY TAPER
65' Lt "M" 48+45.36
END 90' BAY TAPER
51' Lt "M" 49+35.36
571.40'
N 16°52'09" E
CL-6 Mod FENCE
CONSTRUCTION (BY OTHERS)
MORNING DRIVE ROADWAY
3,018.17'
32
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
9
8
7
6
43
2
1
9
50
45
40
C
C
FC
FCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
7'44'6.75'58'7'6.75'WADE BOECK
04/15/2016
DIRTDIRTASPHASPHDIRTASPHASPHASPHPOOLPOOLPOOLL-13
"M" LINE
5AUBURN
S
T
R
E
E
T
MORNING DRIVE
20
"AS"
LI
NE
"M" 68+74.74 BC
"M" 74+39.45 EC
BEGIN 90' BAY TAPER
7' Rt "M" 72+38.66
END 90' BAY TAPER
5' Lt "M" 73+28.66
END TAPER
53' Rt "M" 74+27.22
END TAPER
48' Lt "M" 74+39.45
END 90' BAY TAPER
3' Lt "M" 73+89.45
1,591.15'
N 040'
R/W
R/W
R/W
I
J
179.05'
N 69°00'30" E
586.84'
N 15°29'45" W
ANGLE POINT
51' Lt "M" 68+04.36
"M" 69+74.27 POC
"AS" 16+53.59 POT=
"AS" 14+74.55 EC
"AS" 12+28.70 BC
SAWCUT
10
9
9
5
5
10
10
9
TCE
TCE
R/W
5
5MATCH LINE SEE SHEET L-5MATCH LINE SEE SHEET L-14B2-6 CURB
TYPE
TYPE B2-6 CURB
BEGIN TYPE A2-6 CURB
44.50' Lt "AS" 12+80.00
BEGIN TYPE A2-6 CURB
37' Rt "AS" 12+80.00
TYPE B2-6 CURB
TYPE B1-4 CURB
TYPE A2-6 CURB AveMORNINGSTAR R/W
R/W
BEGIN COB TYPE M CURB
BEGIN BAY TAPER
7' Rt "AS" 12+80.00
BEGIN COB TYPE M CURB
14.5' Lt "AS" 12+80.00
SEE NOTE 5
36' DRIVEWAY (SEE NOTE 4)
K
L
M N
END TYPE A2-6 CURB
78' Lt "M" 75+15.51
BEGIN TYPE A2-6 CURB
79.27' Lt "M" 75+55.21
END TYPE B2-6 CURB
84.90' Rt "M" 75+11.07
BEGIN TYPE B2-6 CURB
81.31' Rt "M" 75+51.74
TCE
SAWCUT
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
AT THE DISTRICT OFFICE.
3. CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "A" PER COB
STANDARD PLAN ST-3.
4. SEE CONSTRUCTION DETAIL PLANS FOR PAVEMENT CONFORM DETAIL.
REMOVE MBGR
BEGIN TAPER
61' Rt "M" 70+24.05
5
CURVE RADIUS DELTA TANGENT LENGTH
16°10'40"284.25'564.71'
CENTERLINE CURVE DATA
20 14°05'09"123.55'245.85'
2,000'
1,000'
I
CURVE RADIUS DELTA TANGENT LENGTH
CURB CURVE DATA
J
96°09'40"33.41'50.35'30'
K 93°37'47"31.96'49.02'
L
79°57'40"25.16'41.87'
30'
30'
M 47.12'
N 90°51'02"30.45'47.57'
30'
30'
30'86°46'44"28.36'45.44'
30'90î€
LE LE LE
9
9
9
9
5
5
SEE NOTE 4
SEE NOTE 4
AveMORNINGSTARBEGIN 90' BAY TAPER
63' Lt "M" 71+76.00
END 90' BAY TAPER
51' Lt "M" 72+63.76
BEGIN TAPER
51' Lt "M" 72+92.96
BEGIN 90' BAY TAPER
11' Rt "M" 72+99.45
COURT
LYRA
TYPE B1-4 CURB
TYPE B2-4 CURB
END TYPE A2-6 CURB
57.21' Rt "AS" 13+37.96
END BAY TAPER
5' Lt "AS" 13+70.00
BEGIN TYPE B2-6 CURB
57.21' Rt "AS" 13+74.73
END TYPE A2-6 CURB
64.31' Lt "AS" 13+45.73
BEGIN TYPE A2-6 CURB
64.31' Lt "AS" 13+78+17
CL-6 Mod FENCE
218.17'
N 54°55'21" E
36' DRIVEWAY (SEE NOTE 4)
23 34°59'35"441.32'855.04'1,400'
5. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
STANDARD PLAN H9.
0.67' Dia 117.75' Irr CROSSOVER
"M" 74+72.88
6. FOR IRRIGATION CROSSOVER DETAILS NOT SHOWN, SEE CALTRANS
TYPE B1-4 CURB
BEGIN TYPE B2-4 CURB
END TYPE B1-4 CURB
7' Rt "M" 70+24.05
FENCE
CL-6 Mod
CURB
COB TYPE M END TAPER
END TYPE A2-6 CURB
50.07' Lt "M" 76+39.45
BEGIN TAPER
49.27' Lt "M" 75+85.66
BEGIN TYPE B1-4 CURB
END TYPE B2-4 CURB
5' Lt "M" 74+79.36
REMOVE BASE AND SURFACING
33
14
R/W
BY OTHERS
MEDIAN LANDSCAPING
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
75
70
6
4
321
9
8
1
2
3
4
156CF
F
C
C
F
F
F
F
C
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
2'
9.5'44'61'5'Var4'30'7'42'63'6'7'4'6.75'6.75'6.75'6.75'6'2'37'
5'3'43'6'53'VarWADE BOECK
11
REVISION DATE DESCRIPTION
04/15/2016
12/15/2015 CCO #31 ADDED STRUCTURAL SECTION1
0.67' Dia Irr CROSSOVER
0.67' Dia Irr CROSSOVER
1
1
1
DIRTASPHDIRT PILEDIRT PILEDIRT PILEDIRT PILEASPHASPHASPHDIRTDIRTDIRTDIRTDIRTCONCCONCL-14
"M" LINE 1,591.15'N 040'
MORNING DRIVE
BEGIN 120' BAY TAPER
7' Rt "M" 76+79.17
END 120' BAY TAPER
11.2' Lt "M" 77+99.16
END TAPER
12' Lt "M" 78+51.29
END 120' BAY TAPER
8' Lt "M" 79+71.29
TCE
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
O
CURVE RADIUS DELTA TANGENT LENGTH
895
CURB CURVE DATA
47.04'30'29.92'
SAWCUT
10
SAWCUT
9 5
5 TCEPANORAMA DRIVEMATCH LINE SEE SHEET L-13TYPE B2-6 CURB
TYPE B1-4 CURB
8
BEGIN TAPER
40.77' Rt "M" 82+15.31
SAWCUT
TCE
END TYPE B2-6 CURB
85.92' Rt "M" 81+97.31
CONFORM
END TAPER
20.08' Rt "M" 88+36.05
8
BEGIN 120' TAPER
END TAPER
14' Rt "M" 78+51.29
END TAPER
56' Rt "M" 78+50.91
O
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA,
SEE THE SURVEY RECORDS ON FILE IN THE SURVEYS DEPARTMENT
AT THE DISTRICT OFFICE.
3. SEE CONSTRUCTION DETAIL PLANS FOR DETAILS NOT SHOWN.
LE
90
P 90°16'55"39.39'25'25.12'
P
9
BEGIN TYPE A2-6 CURB
54' Lt "M" 81+72.00
END TYPE A2-6 CURB
79.12' Lt "M" 81+97.00
4. SEE CONTOUR GRADING PLANS FOR FENCE DETAILS NOT SHOWN.
CL-6 Mod FENCE
CL-6 Mod FENCE
SEE DRAINAGE PLANS
RETENTION BASIN #3
34
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
8580 98764321987
F
FCFCFC
F CFFF
FC FCCCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
LAYOUT
SCALE: 1" = 50'JASON FISCHERJASON LEMONSJASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
4'56'8'52.1'6.75'6.75'WADE BOECK
11
11
REVISION DATE DESCRIPTION
04/15/2016
1 CCO #31 ADDED STRUCTURAL SECTION12/15/2015
1
1
1
PS-1MATCH LINE SEE SHEET PS-2680+00 685+00
805
810
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
815
820
825
830
835
840
845 845
840
835
830
825
820
815
810
805
6 7 8 9 1 2 3 4 6 7 8 9
PROFILE
SUPERELEVATION DIAGRAM
"A" LINE
ROUTE 178
680+00 685+0067891234 6 7 8 9
35
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404 BVC 689+15.89CONFORM 676+50.79808.94839.30+2.40%
OG
PG
OG
AXIS OF ROTATION 35' Lt & Rt "A" LINE (INSIDE ETW)
Lt & Rt OUTSIDE ETW & INSIDE ES -2.0%
Lt & Rt OUTSIDE ES -5.0%
BEGIN Lt & Rt OUTSIDE ES -5.0%
BEGIN Lt & Rt OUTSIDE ETW & INSIDE ES -2.0%
CONFORM 676+50.79
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
PS-2MATCH LINE SEE SHEET PS-30%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
875
870
865
860
855
850
845
840
835
1 2 3 6 7 8 1 2
PROFILE
SUPERELEVATION DIAGRAM
"A" LINE
ROUTE 178MATCH LINE SEE SHEET PS-1700+0094695+00690+00 3
1 2 3 6 7 8 1 2700+0094695+00690+00
875
870
865
860
855
850
845
840
835
36
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404 854.77HI 702+04.78OG
PG
AXIS OF ROTATION 35' Lt & Rt "A" LINE (INSIDE ETW)
Lt & Rt OUTSIDE ETW & INSIDE ES -2.0%
Lt & Rt OUTSIDE ES -5.0%
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
PS-3MATCH LINE SEE SHEET PS-40%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
875
870
865
860
855
850
845
840
835
4 6 9 1
PROFILE
SUPERELEVATION DIAGRAM
"A" LINE
ROUTE 178MATCH LINE SEE SHEET PS-227 6
875
870
865
860
855
850
845
840
835
3 705+00 8 710+00 3 715+004
4 6 9 1 27 6705+00 8 710+00 3 715+004
37
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404CLEARANCE17.0' Min OVERCROSS
ING
MORN
ING
DR
IVEPI 703+65.89874.102900 VC'
+2.40%-3.00%
PG
OG
LINE
"M""M" 58+69.07"A" 713+72.53AXIS OF ROTATION 35' Lt & Rt "A" LINE (INSIDE ETW)
Lt & Rt OUTSIDE ETW & INSIDE ES -2.0%
Lt & Rt OUTSIDE ES -5.0%
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
PS-4MATCH LINE SEE SHEET PS-50%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
8 3
PROFILE
SUPERELEVATION DIAGRAM
"A" LINE
ROUTE 178MATCH LINE SEE SHEET PS-361
830
825
820
815
810
805
800
795
790
7 2 7 8 9 730+00725+004720+009
8 3 612 7 8 9 730+00725+004720+009
835
785
830
825
820
815
810
805
800
795
790
835
785
38
EVC 718+15.89BVC 728+50.00EVC 730+50.00830.60200' VC799.58PI 729+50.00796.58792.73-3.00%
-3.85%
OG
PG
-3.00%
AXIS OF ROTATION 35' Lt & Rt "A" LINE (INSIDE ETW)
Lt & Rt OUTSIDE ETW & INSIDE ES -2.0%
Lt & Rt OUTSIDE ES -5.0%
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
PS-5MATCH LINE SEE SHEET PS-60%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
2 7
PROFILE
SUPERELEVATION DIAGRAM
"A" LINE
ROUTE 178MATCH LINE SEE SHEET PS-4780
775
770
765
760
755
750
745
740
1 6 1 2 383
785
735
780
775
770
765
760
755
750
745
740
785
735
740+00 49735+004
2 76 1 2 383740+00 49735+004
39
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404BVC 740+76.4275
0' V
C753.21-3.85%
-3.85%
-1.05%
PG
OG
PI 744+51.42
738.77
AXIS OF ROTATION 35' Lt & Rt "A" LINE (INSIDE ETW)
Lt & Rt OUTSIDE ETW & INSIDE ES -2.0%
Lt & Rt OUTSIDE ES -5.0%
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
PS-6MATCH LINE SEE SHEET PS-70%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
6 1
PROFILE
SUPERELEVATION DIAGRAM
"A" LINE
ROUTE 178MATCH LINE SEE SHEET PS-5750
745
740
735
730
725
720
715
710
6 727 838
750
745
740
735
730
725
720
715
710
9745+00 750+00 4 755+00
6 1 6 727 8389750+00 4 755+00
40
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404EVC 748+26.42734.84-1.05%
PG
OG +47.21+72.21AXIS OF ROTATION 35' Lt & Rt "A" LINE (INSIDE ETW)
Lt & Rt OUTSIDE ETW & INSIDE ES -2.0%
Lt & Rt OUTSIDE ES -5.0%
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
PS-7
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
"A" LINE
ROUTE 178MATCH LINE SEE SHEET PS-6745
740
735
730
725
720
715
710
745
740
735
730
725
720
715
710
161 27238
705705
760+00 4 765+00 9 770+00
161 27238760+00 4 765+00 9 770+009
PROFILE GRADE
"A2" LINE
SEE "A1" AND
41
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
PG
OG BVC 765+76.37EVC 767+76.37PI 766+76.37200' VC716.46715.41713.66705.50-1
.75%
-1.05%
-1.05%-1
.75%772+42.73+22.21+72.21BC 760+22.21R=5000' Lt
Rt OUTSIDE ETW & ES +2.0%
Lt OUTSIDE ES -5.0%
AXIS OF ROTATION 35' Lt & Rt "A" LINE (INSIDE ETW)
END Lt OUTSIDE ES -4.8%
END Lt OUTSIDE ETW -2.0%
END Rt OUTSIDE ETW & ES +2.0%
CONFORM WITH "A1" LINE AND "A2" LINE 772+42.73
+30.73Lt OUTSIDE ETW, Lt INSIDE ES, Rt INSIDE ETW, & Rt INSIDE ES -2.0%
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
PS-8
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
715
710
705
700
715
710
705
700
383 4946112775+00 7 780+00 2 785+00
383 4946112775+00 7 780+00 2 785+00
695
690
685
695
690
685
"A1" LINE
ROUTE 178
42
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404 703.28CONFORM 783+69.37BVC 773+16.601100' VC 700.49EVC 784+16.60772+42.73707.13705.84-1
.75%LO 779+27.71PI 778+66.60696.21703.91+1.40%
-1
.75%+1.40%
OG
PG
PROFILE GRADE
SEE "A" LINE
R=4000' Rt
Lt ETW & Lt ES +3.0%+10.04+50.04+10.04END Rt ES -3.0%
778+10.74BC 776+50.04AXIS OF ROTATION "A1" LINE
END Rt ETW & Rt ES -3.0%
END Lt ETW & Lt ES +3.0%
CONFORM 783+69.37
+68.14BEGIN Lt OUTSIDE ES -4.8%
BEGIN Lt OUTSIDE ETW & Rt INSIDE ES -2.0%
CONFORM WITH "A" LINE 772+42.73
+30.04BEGIN Rt ETW & Rt ES -5.0%
CONFORM WITH "A2" LINE 782+18.14
ES -3.0%
Rt INSIDE
(INSIDE ETW)
AXIS OF ROTATION 9' Lt "A1" LINE
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
REVISED SHOULDER SUPERELEVATION10/24/20141
1
779+16.35
PS-9
-10%
+0%
+5%
PROFILE
SUPERELEVATION DIAGRAM
710
705
700
695
690
"A2" LINE
ROUTE 178
2 3836142775+00 7 9 780+00
2 3836142775+00 7 9 780+00
710
705
700
695
690
+10%
-5%
+10%
+5%
+0%
-5%
-10%
43
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404BVC 776+79.75698.34EVC 778+79.75CONFORM 772+42.73706.95-1
.65%699.74PI 777+79.75698.09LO 778+48.99200' VC 698.39PI 779+00.00698.45PI 779+50.00698.60PI 780+00.00698.79PI 780+50.00699.03PI 781+00.00699.33PI 781+50.00699.66PI 782+00.00CONFORM 782+13.01700.15700.04+0.30%+0.38%+0.48%+0.60%+0.66%+0.76%
+0.85%
-1
.65%+0.30%
OG
PG
PROFILE GRADE
SEE "A" LINE
R=5000' Lt
AXIS OF ROTATION "A2" LINE
R=2200' RtEC 773+48.17BC 778+54.48+98.17+48.17+98.17+82.48+44.48Lt ETW & Lt ES +2.0%
Rt ETW & Rt ES -5.0%
"A1" LINE +5.0%
Rt ES -5.0%+23.17Rt ETW -2.0%
BEGIN Lt ETW & Lt ES -2.0%
BEGIN Rt ETW & Rt ES +2.0%
CONFORM WITH "A" LINE 772+42.73
END Rt ETW & Rt ES -5.0%
CONFORM WITH "A1" LINE 782+13.01
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
REVISED SHOULDER SUPERELEVATION10/24/20141
END Lt ETW & Lt ES +2.5%
778+10.74
779+16.14
4.48%
1
MATCH LINE SEE SHEET PS-110%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
840
835
830
825
820
815
810
805
800
949166277840+00 3 45+00 8
949166277840+00 3 45+00 8
845
850
855
840
835
830
825
820
815
810
805
800
845
850
855
"M" LINE
MORNING DRIVE
PS-10
44
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404 845.08BVC 47+75.42848.2846+95.36PG
+4.00%
OG
PG
804.8136+88.59OG
BY OTHERS
COMPLETED
+4.00%
AXIS OF ROTATION "M" LINE
BEGIN Lt & Rt ETW & ES -2.0%
46+95.36
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
MATCH LINE SEE SHEET PS-120%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
MATCH LINE SEE SHEET PS-10880
875
870
865
860
855
850
845
840
383611272
885
890
895
"M" LINE
MORNING DRIVE
PS-11
50+00 4 55+00 9 60+00
38361127250+00 4 55+00 9 60+00
895
890
885
880
875
870
865
860
855
850
845
840
866.74
BB 57+61.57
869.28
EB 59+86.57
45
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404PI 50+25.42HI 61+37.36869.96500' VC858.28EVC 52+75.42861.15+1.15%BVC 59+45.46868.86+4.00%+1.15%
PG
OG
CLEARANCE17.0' MinLINE
"M3""M3" 709+50.44"M" 50+43.98LINE
"M4""M4" 714+20.27"M" 54+01.14"M5" 704+87.89"M" 54+24.40LINE
"M5""A" 713+72.53"M" 58+69.07LINE
"A""M2" 724+60.92"M" 62+62.79LINE
"M2"
LINE
"M1""M1" 712+44.80"M" 62+74.17BRIDGE No. 50-0516MORNING DRIVE OVERCROSSING
Lt & Rt ETW & ES -2.0%
AXIS OF ROTATION "M" LINE
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
MATCH LINE SEE SHEET PS-130%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
MATCH LINE SEE SHEET PS-11855
850
845
840
835
830
825
820
815
2761
860
865
870
"M" LINE
MORNING DRIVE
PS-12
8 365+004 9 70+00 4
875
880
855
850
845
840
835
830
825
820
815
860
865
870
875
880
27618 365+004 9 70+00 4
46
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404PI 66+25.461360' V
C876.68EVC 73+05.46829.08+1.15%-7.00
%PG
OG
-7.00
%"M6" 716+69.57"M" 67+16.40LINE
"M6"
AXIS OF ROTATION "M" LINE
Lt ETW & ES +1.5%
Rt ETW & ES -2.0%+74.74BC 68+74.74EC 74+39.45+08.07+08.07+06.12R=2000' Rt
AXIS OF ROTATION "M" LINE
Lt & Rt ETW & ES -2.0%
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
MATCH LINE SEE SHEET PS-12810
805
800
795
790
785
780
775
3872
815
820
"M" LINE
MORNING DRIVE
PS-13
9 4
810
805
800
795
790
785
780
775
815
820
675+00 80+00 1 85+00 6 7 8
38729 4675+00 80+00 1 85+00 6 7 8
47
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
PG
OG
PI 80+00.30LO 83+41.55784.42PI 86+47.10HI 87+00.95786.68BVC 75+45.30812.29910' V
C
780.44EVC 84+55.30784.99BVC 85+47.10785.91786.91200' VC EVC 87+47.10786.61CONFORM 88+36.05786.34+1.00%
-0.30%
-7.00
%+1.00%
+1.00%-0.30%
-7.00
%OG
AXIS OF ROTATION "M" LINE
+39.45+06.12Lt & Rt ETW & ES -2.0%
END Lt & Rt ETW & ES -2.0%
CONFORM 88+36.05
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
865
860
855
850
845
840
835
61
870
875
PS-14
2 794 9 1
"AS" LINE
AUBURN STREET
865
860
855
850
845
840
835
870
875
210+008 3 15+00 8 20+00
612 794 9 1 210+008 3 15+00 8 20+00
48
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404PI 14+21.17PI 16+00.00CONFORM 12+80.00854.98BVC 13+21.17854.51853.36EVC 15+21.17851.36849.78848.98200' VC
16+53.59-1.15%-2
.00%-2
.00%
-1
.50%
PG
OG
OG
AXIS OF ROTATION "AS" LINE
Lt & Rt ETW & ES -2.0%
END Lt & Rt ETW & ES -2.0%
16+53.59
BEGIN Lt & Rt ETW & ES -2.0%
CONFORM 12+80.00
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
MATCH LINE SEE SHEET PS-160%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
860
855
850
845
840
835
830
94
865
870
PS-15
2 716 9
+15%+15%
-15%-15%
715+003 8 720+00
942716 9715+003 8 720+00
"M1" LINE
WB OFF-RAMP
825
820
815
860
855
850
845
840
835
830
865
870
825
820
815
49
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404EVC 717+22.66868.06PI 715+22.66863.06847.06400' VC-8.00
%-8.00%-2
.
5
0%BVC 713+22.66OG
PG
BVC 717+62.15843.905
1
0' VC-8.00
%-2.75%
PI 720+17.15
823.50+86.66+36.66+86.66+18.02+18.02AXIS OF ROTATION "M1" LINE (Rt ETW)
+12.0%
Lt ETW & ES
-12.0%
Rt ESBC 715+86.66EC 718+18.02R=500' Rt
BEGIN Lt ETW & ES -2.0%
BEGIN Rt ES +2.0%
713+22.66
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
MATCH LINE SEE SHEET PS-15825
820
815
810
805
800
795
83
830
835
PS-16
6
+15%+15%
-15%-15%
2 7
"M1" LINE
WB OFF-RAMP
790
785
780
1 24725+00 9 730+00
825
820
815
810
805
800
795
830
835
790
785
780
83627 1 24725+00 9 730+00
50
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
OGOG
PG
EVC 722+72.15816.49801.19728+28.61-2.75%+58.02+77.63+97.63+69.63Lt ES -5.0%
Lt ETW -2.0%
AXIS OF ROTATION "M1" LINE (Rt ETW)BC 721+78.02EC 725+57.63R=1000' Lt
END Rt ES -5.0%
END Lt ETW -2.0%
728+28.61
END Rt ES +6.7%
725+57.97
Rt ES +10.0%
Lt ETW & ES -10.0%
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
870
865
860
855
850
845
840
94
PS-17
7
+15%+15%
-15%-15%
3 8
835
830
825
2 3
"M2" LINE
WB ON-RAMP
21710+00 715+00 6 730+00 1
94738 2 321710+00 715+00 6 730+00 1
870
865
860
855
850
845
840
835
830
825
51
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
OG
PGBVC 710+95.22EVC 712+95.22BVC 713+35.19840.55BVC 721+15.60EVC 721+15.19709+95.22849.92848.32PI 711+95.22846.72844.32843.36LO 715+69.19855.84855.86PI 722+15.60861.46865.96780' VC
20
0' VC
-2
.4
0%+5.60%
-1
.60%-2
.
4
0%
200' VC+5.60%+4.50%
PI 717+25.19
834.00
AXIS OF ROTATION "M2" LINE (Rt ETW)AXIS OF ROTATION "M2" LINE (Rt ETW)
Lt ETW & ES -12.0%
Rt ES +12.0%
Lt ETW -2.0%
Lt ES -5.0%
Lt ETW -4.0%+70.28+45.28+12.38+87.38+62.37+21.98+96.98+71.98BC 712+95.28EC 714+62.38BC 716+62.37EC 721+21.98END Lt ES -5.0%
END Lt ETW -2.0%
END Rt ES +2.0%
723+15.60
BEGIN Lt ES -5.0%
BEGIN Lt ETW -2.0%
709+95.22
BEGIN Rt ES +2.0%
714+88.75
R=150' Lt
R=3000' Lt +12.38+87.38Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
MATCH LINE SEE SHEET PS-190%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
870
865
860
855
850
845
840
94
PS-18
7
+15%+15%
-15%-15%
3 8
835
830
825 "M3" LINE
EB ON-RAMP
21710+00 715+00 69
4 73 821710+00 715+00 69
820
870
865
860
855
850
845
840
835
830
825
820
52
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
OGBVC 709+50.44856.07PG
856.92EVC 718+80.44BVC 718+84.00PI 714+15.44861.19835.38835.18-
5.
5
5
%HI 711+04.2793
0' VC
+1.10%
AXIS OF ROTATION "M3" LINE (Lt ETW)
Lt ES +10.0%
Rt ETW & ES -10.0%
AXIS OF ROTATION "M3" LINE (Lt ETW)BC 712+37.53+25.50+17.53BEGIN Rt ES -2.0%
BEGIN Rt ETW -2.0%
709+50.44
R=850' Rt
BEGIN Lt ES +2.0%
710+51.91
Rt ETW & ES -2.0%
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
MATCH LINE SEE SHEET PS-18835
830
825
820
815
810
805
83
PS-19
6
+15%+15%
-15%-15%
2 7
800
795
790 "M3" LINE
EB ON-RAMP
1
785
720+009 4 725+00 19 2730+00
836271720+00 4 725+00 19 2730+00
840
835
830
825
820
815
810
805
800
795
790
785
840
53
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
PG
OGEVC 723+84.00500' VCPI 721+34.00821.30814.06728+48.64800.59-2.90%
-
5.
5
5
%-
5.
5
5
%-2.90%
AXIS OF ROTATION "M3" LINE (Lt ETW)EC 721+21.48+33.48+56.48+31.48+98.58+73.58+41.48+61.48-4.0%
Rt ETW
-5.0%
Rt ES
END Lt ES +2.0%
722+62.66
BC 723+81.48EC 725+48.58END Rt ES -5.0%
END Rt ETW -2.0%
728+48.64
R=3000' Lt
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
875
870
865
860
855
850
PS-20
8
+15%+15%
-15%-15%
4 9
845
840
835
3
830
1 6 3 4
"M4" LINE
EB OFF-RAMP
700+00 2 705+00 7 2710+00 1
84 9316 3 4700+00 2 705+00 7 2710+00 1
875
870
865
860
855
850
845
840
835
830
54
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
OG
BVC 711+30.27EVC 713+30.27PG
858.45PI 712+30.27858.95861.27860.95200' VC
+0.50%+0.50%+2.00%713+46.48+2.00%BVC 702+50.37854.73EVC 704+50.37700+39.12855.48854.85LO 703+25.37PI 703+50.37854.55855.05200' VC-0.30%
-0.30%+0.50%
AXIS OF ROTATION "M4" LINE (Lt ETW)
Rt ETW & ES +9.0%
AXIS OF ROTATION "M4" LINE
Lt ETW & ES -9.0%
BEGIN Lt ETW +0.7%
708+29.09
Lt ES +10.0%
Rt ETW -2.0%
Rt ES -5.0%
Rt ETW & ES -10.0%
END Rt ETW & ES -1.15%
END Lt ETW & ES +1.15%
713+59.24
BEGIN Rt ES -5.0%
BEGIN Rt ETW -2.0%
700+39.12
BEGIN Lt ES +6.7%
703+09.12BC 703+10.11EC 706+86.09BC 710+06.09EC 711+68.29+98.11+70.11+90.11+06.09+46.09+86.09+28.29R=1000' Rt
R=1150' Lt
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
865
860
855
850
845
840
PS-21
4
+15%+15%
-15%-15%
835
830
825
97 2 98387
"M5" LINE
EB ON-RAMP
6 710+00 1 715+00 6
4972 983876710+00 1 715+00 6
870
875
880
865
860
855
850
845
840
835
830
825
870
875
880
55
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
OG
PG
859.99-1.20%
-3.15%706+27.58-3.15%BVC 710+24.33EVC 712+24.33BVC 712+40.47EVC 714+90.47850.10PI 711+24.33846.95845.45-1
.50%
2
0
0' VC 845.21PI 713+65.47843.34840.27-2
.4
5%716+15.47837.21250' VC-3.15%
-1
.50%-2
.
4
5%
260'
VC
-1.20%
-3.15%EVC 708+91.41BVC 706+31.41858.38859.94PI 707+61.41854.29-1.20%
AXIS OF ROTATION "M5" LINE (Lt ETW)
BEGIN Rt ES -5.0%
BEGIN Rt ETW -3.6%
BEGIN Lt ES +3.6%
706+27.58
Lt ES +12.0%
Rt ETW & ES -12.0%BC 707+36.41EC 713+15.41+36.41+48.31+61.41+48.64+40.41R=150' Rt
PCC 711+48.31END Lt ES +9.0%
711+33.02
R=3000' Rt
END Rt ES -5.0%
END Rt ETW -2.0%
716+15.47
Rt ETW -2.7%
713+15.41
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
MATCH LINE SEE SHEET PS-230%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
875
870
865
860
855
850
PS-22
6
+15%+15%
-15%-15%
845
840
835
19 4
"M6" LINE
WB ON-RAMP
8 3 8
880
885
890
700+00 2 705+00 7
619483 8700+00 2 705+00 7
875
870
865
860
855
850
845
840
835
880
885
890
56
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404BVC 699+83.97855.57BVC 703+38.24EVC 703+33.97854.77EVC 708+38.24699+27.99855.03855.25+0.40%HI 701+39.53350' VC
-0.50%855.06855.08LO 704+51.88500' VC
PI 705+88.24853.81858.06PI 701+58.97855.95+0.40%-0.50%
+1.70%
OG
PG
AXIS OF ROTATION "M6" LINE (Rt ETW)BC 702+28.05EC 703+95.15BC 707+09.99+03.0578.05+45.15+20.15+59.99+34.99+09.99R=3000' Lt
BEGIN Lt ES -5.0%
BEGIN Lt ETW -2.0%
699+27.99
-4.0%
Lt ETW
-5.0%
Lt ES
BEGIN Rt ES +2.0%
705+13.97
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
0%
-5%
+5%
-10%
+10%+10%
+5%
0%
-5%
-10%
PROFILE
SUPERELEVATION DIAGRAM
MATCH LINE SEE SHEET PS-22875
870
865
860
855
850
PS-23
+15%+15%
-15%-15%
845
840
835
3
"M6" LINE
WB ON-RAMP
2 7
880
885
890
1 6 9710+009 4 715+000 8 720+00
32 716 9710+009 4 715+000 8 720+00
875
870
865
860
855
850
845
840
835
880
885
890
57
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
OG
BVC 710+69.57864.01EVC 716+69.57+1.70%
600' VC
861.99PI 713+69.57867.09859.29HI 713+06.78+1.70%-2.60%
PG
AXIS OF ROTATION "M6" LINE (Rt ETW)EC 715+12.40+45.73+12.40R=500' Lt
Rt ES +12.0%
Lt ETW & ES -12.0%
END Lt ES -2.0%
END Lt ETW -2.0%
END Rt ES +2.0%
716+69.57
Vert 1"=10'
Horiz 1"=10'SCALE:
SUPERELEVATION DIAGRAM
PROFILE AND
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
SCALE: 1" = 20'
6 7 8 9 50
"M" LINE
MORNING DRIVE
EB
ON-RAMP
C-1MATCH LINE SEE SHEET C-245
FL 843.65
65' Lt "M" 46+95.36
FL 845.84
65' Lt "M" 47+50.00
FL 847.12
7' Lt "M" 47+50.00
FL 844.94
7' Lt "M" 46+95.36
FL 847.12
7' Rt "M" 47+50.00
FL 844.94
7' Rt "M" 46+95.36
FL 846.12
51' Rt "M" 47+50.00
FL 847.82
65' Lt "M" 48+00.00
FL 843.93
51' Rt "M" 46+95.36
FL 849.68
64.92' Lt "M" 48+50.00
FL 851.58
55.75' Lt "M" 49+00.00
58
FL 849.10
7' Rt "M" 48+00.00
FL 850.96
7' Rt "M" 48+50.00
FL 852.68
7' Rt "M" 49+00.00
FL 854.25
7' Rt "M" 49+50.00
FL 855.68
7' Rt "M" 50+00.00
FL 849.96
51' Rt "M" 48+50.00
FL 851.67
51' Rt "M" 49+00.00
FL 853.25
51' Rt "M" 49+50.00
FL 854.53
58.28' Rt "M" 50+00.00
FL 856.97
7' Rt "M" 50+50.00
FL 855.54
20' Rt "M3" 709+50.44
FL 856.97
7' Lt "M" 50+50.00
FL 848.10
51' Rt "M" 48+00.00
FL 853.25
51' Lt "M" 49+50.00
FL 849.10
7' Lt "M" 48+00.00
FL 850.96
7' Lt "M" 48+50.00
FL 852.68
7' Lt "M" 49+00.00
FL 854.25
7' Lt "M" 49+50.00
FL 855.68
7' Lt "M" 50+00.00FL 854.68
51' Lt "M" 50+00.00
FL 855.97
51' Lt "M" 50+50.00
CONSTRUCTION (BY OTHERS)
MORNING DRIVE ROADWAY
R/W
R/W
R/W
R/W
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
SCALE: 1" = 20'
1
2
3 4
55
7
10
1
233470567"M" LINE
MORNING DRIVE
"M
3
"
L
IN
E
E
B
ON
-R
AM
P "M4" LINEEB OFF-RAMP"M5" LINEMATCH LINE SEE SHEET C-1MATCH LINE SEE SHEET C-3FL 856.69
4' Lt "M3" 710+52.17
C-2FL 863.010.75' Rt "M" 54+37.83FL 862.237' Lt "M" 53+80.98FL 862.247' Rt "M" 53+82.052FL 861.7651' Lt "M" 54+27.71FL 862.4251' Lt "M" 54+85.63FL 862.907' Lt "M" 54+39.27FL 863.607' Lt "M" 55+00.00FL 861.877' Rt "M" 53+50.00FL 861.877' Lt "M" 53+50.00FL 863.247' Rt "M" 54+69.26FL 860.06
16' Lt "M4" 713+00.00
FL 859.01
16' Lt "M4" 712+50.00
FL 858.14
16' Lt "M4" 712+00.00
FL 858.74
4' Lt "M5" 707+00.00
FL 859.50
4' Lt "M5" 706+50.00
862.00 FL /4
861.50 FL /2
860.85 FL /4 860.05 FL /4
861.40 FL /2
861.80 FL /4
859.90 FL
4' Lt "M5" 706+27.58 ECR EB ON-RAMPFL 861.65
53.31' Lt "M" 54+25.68 FL 862.32 ECR
54.76' Lt "M" 54+86.60 FL 862.8867' Lt "M" 55+50.22 ECR858.70 FL
24' Rt "M5" 706+44.97 ECR
FL 856.38
20' Rt "M3" 710+92.64FL 856.78
4' Lt "M3" 710+92.64
1. THE MAXIMUM CROSS SLOPE SHALL BE 2% MAXIMUM FOR ALL PAVED CROSSWALKS.
2. SEE PAVEMENT DELINEATION PLANS FOR CROSSWALK LOCATIONS.FL 860.2951' Rt "M" 53+00.00CURB RAMP (CASE D)
88.17' Lt "M" 54+97.06
CURB RAMP (CASE D)
20' Rt "M3" 710+80.43
BEGIN TYPE B2-6 CURB
FL 857.69
16' Lt "M4" 711+68.29
END TYPE B2-6 CURB
FL 858.06
4' Lt "M5" 707+36.41
NOT EXCEED 5%.
59
FL 862.343.7' Lt "M" 53+84.93FL 862.382.3' Rt "M" 53+85.99REVISION DATE DESCRIPTION
NOTE:
3. THE PAVEMENT SURFACE LOCATED WITHIN 4 FEET OF EACH CURB RAMP SHALL
FL 861.30
7' Lt "M" 53+00.00
FL 863.064.54' Rt "M" 54+50.00FL 862.5951' Rt "M" 55+00.00FL 863.1651' Rt "M" 55+50.00FL 862.0151' Rt "M" 54+50.00FL 860.86
51' Rt "M" 53+50.00
FL 861.4451' Rt "M" 54+00.00R=4'FL 863.607' Rt "M" 55+00.00FL 864.177' Lt "M" 55+50.00FL 864.177' Rt "M" 55+50.00R=4'
R=4'
FL 861.30
7' Rt "M" 53+00.00
FL 859.70
51' Rt "M" 52+50.00FL 859.12
7' Rt "M" 51+50.00
FL 859.98
7' Rt "M" 52+00.00
FL 858.98
51' Rt "M" 52+00.00
FL 856.00
20' Rt "M3" 710+00.00
FL 858.03
51' Rt "M" 51+45.55
CURB RAMP (CASE D)
4' Lt "M3" 710+80.43
FL 856.28
20' Rt "M3" 710+50.00
M
ax2%
R=3'
FL 858.12
7' Rt "M" 51+00.00
FL 858.12
7' Lt "M" 51+00.00
FL 859.12
7' Lt "M" 51+50.00
FL 859.98
7' Lt "M" 52+00.00FL 859.70
51' Lt "M" 52+50.00
FL 860.70
7' Lt "M" 52+50.00FL 860.29
51' Lt "M" 53+00.00
FL 860.70
7' Rt "M" 52+50.00
R=2'
R=2'Max2% (TYPE A)
ISLAND PASSAGEWAY
FL 858.98
51' Lt "M" 52+00.00
860.54 FL /4
860.45 FL /2
860.39 FL /4
860.37 FL
51' Lt "M" 53+07.14 BCR
CURB RAMP (CASE D)
67' Lt "M" 53+49.83
860.71 FL
44' Rt "M4" 713+21.02 BCR
FL 857.11
51' Lt "M" 51+00.00
FL 858.12
51' Lt "M" 51+50.00
Max2% CURB FLARE1:15 PARABOLIC R/W
R/W
R/W
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
9/3/2013 REVISED CURB RETURN FLOWLINE ELEVATIONS1
1
860.88
860.63
860.54
860.46
DIKESCALE: 1" = 20'
C-322233344471571571560
9
87
6
MORNING DRIVE
"M" LINE
"A" LINEROUTE 178"M3" LINEEB ON-RAMP"M2" LINEWB ON-RAMPMATCH LINE SEE SHEET C-2MATCH LINE SEE SHEET C-4FL 869.61
6.17' Lt "M" 60+50.00
FL 869.63
5.19' Rt "M" 60+50.00FL 865.91
6.13' Lt "M" 57+00.00
FL 865.91
6.13' Rt "M" 57+00.00
FL 865.32
7' Lt "M" 56+50.00
FL 865.32
7' Rt "M" 56+50.00
FL 863.99
67' Lt "M" 56+50.00
FL 864.32
51' Rt "M" 56+50.00
FL 864.89
51' Rt "M" 57+00.00
FL 868.59
51' Lt "M" 60+50.00
FL 864.57
67' Lt "M" 57+00.00
60
MORNING DRIVE OC.
BEGIN TYPE H CURB
END TYPE B2-6 CURB
55.32' Rt "M" 57+38.85
BEGIN CURB ON OC
END TYPE B1-4 CURB
5.50' Lt "M" 57+31.48
BEGIN CURB ON OC
END TYPE B1-4 CURB
5.50' Rt "M" 57+31.64
BEGIN TYPE H CURB
END TYPE B2-6 CURB
51' Rt "M" 57+41.61
END TYPE H CURB
BEGIN TYPE B2-6 CURB
51' Lt "M" 60+07.67
END CURB ON OC
BEGIN TYPE B1-4 CURB
5' Lt "M" 60+16.50
END CURB ON OC
BEGIN TYPE B1-4 CURB
5.50' Lt "M" 60+16.67
END TYPE H CURB
BEGIN TYPE B2-6 CURB
54.67' Rt "M" 60+08.03
FL 868.26
67' Rt "M" 60+50.00
FL 864.75
7' Lt "M" 56+00.00
Br. No. 05-0516
MORNING DRIVE OC
FL 864.75
7' Rt "M" 56+00.00
FL 863.74
51' Rt "M" 56+00.00
FL 863.42
67' Lt "M" 56+00.00
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
NOTE:
1. SEE STRUCTURE PLANS FOR CURB LOCATED ON THE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
SCALE: 1" = 20'
C-4
1
2 3
4
65
"M" LINE
MORNING DRIVE
WB ON-RAMP"M2" LINEWB OFF-RAMP43MATCH LINE SEE SHEET C-3MATCH LINE SEE SHEET C-5S
E
E
ABOV
ESEE BELOW715
2
FL 865.13
4' Rt "M2" 723+00.00
FL 862.78
4' Rt "M2" 722+50.00
FL 860.33
4' Rt "M2" 722+00.00
FL 857.73
4' Rt "M2" 721+50.00
3
FL 863.53
4' Rt "M1" 714+50.00
FL 861.19
4' Rt "M1" 715+00.00
FL 858.52
4' Rt "M1" 715+50.00OFF-RAMP
WB
"M1" LINE
"M2" LINE
ON-RAMP
WB
FL 869.11
7' Lt "M" 62+92.01
FL 869.57
1.39' Rt "M" 62+47.66
FL 869.43
9.12' Rt "M" 62+45.95
FL 869.68
7' Lt "M" 62+05.33
CURB FLARE
1:15 PARABOLIC
FL 868.68
52.17' Rt "M" 61+98.44
FL 868.49
67.07' Rt "M" 61+43.95 BCR
868.10 FL /4
867.70 FL /2
868.25 FL /4
866.50 FL /4
867.50 FL /2
FL 867.19
4' Rt "M1" 713+50.00
866.70 FL /4
FL 868.36
53.28' Rt "M" 62+53.77
FL 868.48
55.89' Rt "M" 61+97.42 BCR
FL 868.26
55.78' Rt "M" 62+55.62
FL 865.52
4' Rt "M1" 714+00.00
FL 865.84
4' Rt "M2" 723+15.60 BCRMax
2
% Max2% ISLAND PASSAGEWAY (TYPE A)"M1" LINE1. THE MAXIMUM CROSS SLOPE SHALL BE 2% MAXIMUM FOR ALL CROSSWALKS.
2. SEE PAVEMENT DELINEATION PLANS FOR CROSSWALK LOCATIONS.
CURB RAMP (CASE D)
87.03' Rt "M" 61+85.28
END TYPE A2-6 CURB
FL 856.34
4' Rt "M1" 715+86.66
BEGIN TYPE A2-6 CURB
FL 856.21
4' Rt "M2" 721+21.98
SHALL NOT EXCEED 5%.
FL 868.77
51' Lt "M" 61+00.00
FL 869.78
7' Lt "M" 61+00.00
FL 869.80
6.18' Rt "M" 61+00.00
61
FL 868.45
67' Rt "M" 61+00.00
865.01 FL
32.13' Lt "M2" 723+07.51 BCR
NOTE:
3. THE PAVEMENT SURFACE LOCATED WITHIN 4 FEET OF EACH CURB RAMP
FL 867.46
51' Lt "M" 63+50.00
FL 866.75
51' Lt "M" 64+00.00
FL 865.89
51' Lt "M" 64+50.00
FL 867.76
7' Lt "M" 64+00.00
FL 866.89
7' Lt "M" 64+50.00
FL 865.88
7' Lt "M" 65+00.00
FL 868.44
51' Lt "M" 62+50.00
FL 868.02
51' Lt "M" 63+00.00
FL 864.88
51' Rt "M" 65+00.00
FL 863.71
51' Rt "M" 65+50.00
FL 869.03
10.07' Rt "M" 62+93.53
FL 868.47
7' Lt "M" 63+50.00
FL 869.23
2.3' Lt "M" 62+88.07
FL 869.13
6.8' Rt "M" 62+89.67
FL 869.82
7' Lt "M" 61+50.00
FL 868.70
51' Lt "M" 62+00.00
FL 868.81
51' Lt "M" 61+50.00
FL 869.81
7.18' Rt "M" 61+50.00
FL 869.68
8.19' Rt "M" 62+00.00
R=2'
867.43 FL /4
867.58 FL /2
867.67 FL /4
867.52 FL
54.99' Rt "M" 63+39.09 ECR
CURB RAMP (CASE D)
70.18' Rt "M" 62+97.98
866.88 FL
31.97' Lt "M1" 713+38.79 ECR
FL 868.38
11.20' Rt "M" 63+50.00
R=2'
FL 867.65
12.20' Rt "M" 64+00.00
FL 866.77
13.20' Rt "M" 64+50.00
FL 865.74
14.20' Rt "M" 65+00.00
FL 866.64
56.21' Rt "M" 64+00.00
FL 865.76
57.21' Rt "M" 64+50.00
FL 864.73
58.21' Rt "M" 65+00.00
FL 863.55
59.21' Rt "M" 65+50.00
FL 864.56
15.20' Rt "M" 65+50.00
FL 864.72
7' Lt "M" 65+50.00R=4'R=4'
R=4'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
ASPHDIRTSCALE: 1" = 20'
9876
6
MORNING DRIVE
"M6" LINE
WB
ON-RAMP
"AS" LINE"M" LINE 670
C-5MATCH LINE SEE SHEET C-4MATCH LINE SEE SHEET C-6FL 860.27
20' Lt "M6" 716+00.00
FL 859.26
20' Lt "M6" 716+50.00
FL 858.22
58.66' Lt "M" 67+50.00
FL 856.69
51.69' Lt "M" 68+00.00
MATCH LINE SEE SHEET C-9
FL 851.84
5' Lt "M" 69+17.14
FL 845.23
7' Rt "M" 70+41.77
FL 850.81
14.5' Lt "AS" 15+48.35
FL 851.87
14.5' Lt "AS" 15+00.00
FL
8
5
1.
8
7
5' Lt "AS"
1
5
+0
0.
0
0
FL
8
5
0.
8
8
5' Lt "AS"
1
5
+5
0.
0
0
FL
8
5
0.
3
6
5' Lt "AS"
1
5
+7
5.
8
4
FL
8
5
0.
3
5
8.
8
7' Lt "AS"
1
5
+7
6.
5
5
853.19 FL
51' Lt "M" 68+97.96 BCR
FL 850.33
37' Rt "AS" 15+50.00 5FL 862.34
51' Lt "M" 66+06.82
FL 861.75
4' Rt "M6" 715+67.84
FL 860.67
20' Lt "M6" 715+52.63
FL 862.06
4' Lt "M6" 715+52.63
Max
2% FL 851.84
7' Lt "M" 69+17.14
FL 845.23
11' Rt "M" 70+41.77
1. THE MAXIMUM CROSS SLOPE SHALL BE 2% MAXIMUM FOR ALL PAVED CROSSWALKS.
2. SEE PAVEMENT DELINEATION PLANS FOR CROSSWALK LOCATIONS.
CURB RAMP (CASE D)
20' Lt "M6" 715+64.84
NOT EXCEED 5%.StAUBURN62
03-05-15DESCRIPTIONDATEREVISION
NOTE:
3. THE PAVEMENT SURFACE LOCATED WITHIN 4 FEET OF EACH CURB RAMP SHALL
FL 862.22
60.21' Rt "M" 66+00.00
FL 860.74
61' Rt "M" 66+50.00
FL 859.13
61' Rt "M" 67+00.00
FL 857.37
61' Rt "M" 67+50.00
FL 855.46
61' Rt "M" 68+00.00
FL 853.40
61' Rt "M" 68+50.00
FL 851.19
61' Rt "M" 69+00.00
FL 848.83
61' Rt "M" 69+50.00
FL 846.32
61' Rt "M" 70+00.00
FL 843.67
60.49' Rt "M" 70+50.00
FL 863.23
16.16' Rt "M" 66+00.00
FL 861.93
7.82' Rt "M" 66+50.00 FL 858.82
5' Lt "M" 67+50.00
FL 856.91
5' Lt "M" 68+00.00
FL 854.85
5' Lt "M" 68+50.00
FL 860.56
3.88' Lt "M" 67+00.00
FL 863.41
7' Lt "M" 66+00.00
FL 861.95
7' Lt "M" 66+50.00
FL 860.56
7' Lt "M" 67+00.00
R=3'
(CASE F Mod)
CURB RAMP
FL 854.94
51' Lt "M" 68+50.00
FL 858.82
7' Lt "M" 67+50.00
FL 856.91
7' Lt "M" 68+00.00
FL 854.85
7' Lt "M" 68+50.00
R=1'
R=2'
852.64 FL /4
852.17 FL /2Max2%R=2'
FL 845.76
63' Lt "M" 70+50.00
848.38 FL /4
847.80 FL /2
847.22 FL /4
848.88 FL
44.50' Lt "AS" 15+71.45 BCR
846.62 FL
63' Lt "M" 70+33.32 ECR
CURB RAMP (CASE D)
74.93' Lt "M" 70+10.34
1:15 PARABOLIC CURB FLARE
FL 849.69
44.50' Lt "AS" 15+50.00
FL 851.14
44.50' Lt "AS" 15+00.00
FL 850.64
44.50' Lt "AS" 15+25.00
CURB RAMP (CASE D)
65.67' Lt "M" 69+22.83
851.87 FL /4
851.10 FL
37' Rt "AS" 15+63.42 BCR
FL 850.90
37' Rt "AS" 15+00.00
R/W
R/W
M
O
R
N
IN
G
D
R
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
R. FISCHER
JASON
C78608
9/30/13
03/05/15
WADE BOECK
06000000414
06-0C9404
04/15/2016
851.56
851.31
REVISED FLOWLINE ELEVATIONS03/05/2015
1
1
ASPHPOOLPOOLPOOL1
2
3
4 75
MORNING DRIVE
"M" LINE
6
SCALE: 1" = 20'
C-6
FL 829.24
11' Rt "M" 73+00.00
MATCH LINE SEE SHEET C-5MATCH LINE SEE SHEET C-7FL 816.28
3' Lt "M" 74+89.16
FL 816.28
5' Lt "M" 74+89.16
FL 809.95
7.86' Lt "M" 75+78.18
FL 812.48
7.31' Lt "M" 75+42.04
FL 815.86
11' Rt "M" 74+91.16
FL 815.90
9' Rt "M" 74+91.16
FL 813.30
11' Rt "M" 75+27.73
FL 809.75
9.06' Rt "M" 75+79.82
FL 809.71
11' Rt "M" 75+80.17
FL 809.98
5.86' Lt "M" 75+78.18
1. THE MAXIMUM CROSS SLOPE SHALL BE 2% MAXIMUM FOR ALL CROSSWALKS.
2. SEE BAKERSFIELD STANDARD PLAN T-16 FOR MEDIAN OPENING DETAILS NOT SHOWN.
SEE NOTE 2 MORNINGSTAR Ave809.37 FL /4
810.62 FL /4
814.65 FL /4
812.50 FL /4
815.52 FL /4
814.16 FL /4
810.91 FL /4
809.70 FL /4
CONFORM
84.90' Rt "M" 75+11.07 ECR
815.60 FL
53' Rt "M" 74+81.13 BCR FL 807.76
53' Rt "M" 76+00.00
808.62 FL
53' Rt "M" 75+81.69 ECR
CONFORM
81.31' Rt "M" 75+51.74 BCR
CURB RAMP (CASE D)
814.71 FL /2
56.79' Lt "M" 75+06.72
CURB RAMP (CASE D)
810.44 FL /2
57.90' Lt "M" 75+64.16
EXCEED 5%.
63
01-23-1503/11/13
CURB RAMP (CASE D)
813.76 FL /2
58.39' Rt "M" 74+98.29
R/W
R/W
R/W
R/W
R/W
FL 842.94
63' Lt "M" 71+00.00
FL 839.99
63' Lt "M" 71+50.00
FL 830.03
50.86' Lt "M" 73+00.00
FL 826.51
49.83' Lt "M" 73+50.00
FL 841.81
7' Rt "M" 71+00.00
FL 838.85
7' Rt "M" 71+50.00
FL 835.74
7' Rt "M" 72+00.00
FL 829.35
2.22' Lt "M" 73+00.00
FL 825.90
5' Lt "M" 73+50.00
FL 822.52
5' Lt "M" 74+00.00
FL 839.02
11' Rt "M" 71+50.00
FL 835.91
11' Rt "M" 72+00.00
FL 832.65
11' Rt "M" 72+50.00 FL 825.91
2.76' Rt "M" 73+50.00
FL 834.85
57.51' Rt "M" 72+00.00
FL 831.61
56.51' Rt "M" 72+50.00
FL 828.22
55.52' Rt "M" 73+00.00
FL 824.74
54.53' Rt "M" 73+50.00
FL 821.26
53.54' Rt "M" 74+00.00
FL 840.88
59.49' Rt "M" 71+00.00
FL 841.98
11' Rt "M" 71+00.00
FL 822.52
3' Lt "M" 74+00.00
FL 817.77
53' Rt "M" 74+50.00
FL 819.35
48' Lt "M" 74+50.00
FL 823.12
48.81' Lt "M" 74+00.00
FL 832.48
6.60' Rt "M" 72+50.00
FL 819.02
3' Lt "M" 74+50.00
FL 819.03
5' Lt "M" 74+50.00
LE
FL 836.85
61.01' Lt "M" 72+00.00
FL 833.45
51.68' Lt "M" 72+50.00
FL 837.94
58.50' Rt "M" 71+50.00
TCEMax2%CURB RAMP (CASE D)
809.93 FL /2
57.70 Rt "M" 75+65.56
R=1'
R=2'
CURB FLARE
1:15 PARABOLIC
R=1'
R=1'
R=1'R=2'
808.81 FL
49.27' Lt "M" 75+85.66 ECR
FL 807.79
49.49' Lt "M" 76+00.00
CONFORM
79.27' Lt "M" 75+55.21 BCR
LE
Max2%816.50 FL
48' Lt "M" 74+85.51 BCR
CONFORM
78' Lt "M" 75+15.51 ECR
LE
NOTE:
3. THE PAVEMENT SURFACE LOCATED WITHIN 4 FEET OF EACH CURB RAMP SHALL NOT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
R. FISCHER
JASON
C78608
9/30/13
01/23/15
WADE BOECK
06000000414
06-0C9404
04/15/2016
1
DESCRIPTIONDATEREVISION
1/23/2015 REVISED CURB RAMP TYPE AND CURB RAMP ELEVATIONS
814.49
814.93
1
810.67
810.21
1
61.20' Rt "M" 75+61.08
809.71
810.15
1
813.53
62.47' Rt "M" 75+03.00
813.991
ASPHDIRT PILESCALE: 1" = 20'
C-7MATCH LINE SEE SHEET C-87 8 9 80
"M" LINE
MORNING DRIVE
FL 805.59
7.00' Rt "M" 76+50.00
MATCH LINE SEE SHEET C-6FL 794.80
11.98' Lt "M" 78+50.00
FL 794.76
13.98' Rt "M" 78+50.002'2'FL 804.62
53' Rt "M" 76+50.00
CONFORM50.07' Lt "M" 75+39.45
20'FL 805.59
11' Rt "M" 76+50.00
64
R/W
R/W
R/W
R/W
R/W
R/W
FL 802.63
5.77' Rt "M" 77+00.00
FL 802.63
11.25' Rt "M" 77+00.00
FL 799.71
4.57' Lt "M" 77+50.00
FL 797.09
11.22' Lt "M" 78+00.00
FL 792.75
12' Lt "M" 79+00.00
FL 791.29
12' Lt "M" 79+50.00
FL 789.71
12' Lt "M" 80+00.00
FL 799.56
12.16' Rt "M" 77+50.00
FL 797.05
13.07' Rt "M" 78+00.00
FL 792.87
6.11' Rt "M" 79+00.00 FL 791.29
6.44' Lt "M" 79+50.00
FL 789.71
8' Lt "M" 80+00.00
FL 801.66
53.26' Rt "M" 77+00.00
FL 798.59
54.17' Rt "M" 77+50.00 FL 796.08
55.07' Rt "M" 78+00.00
FL 791.74
56' Rt "M" 79+00.00
FL 789.91
56' Rt "M" 79+50.00 FL 788.30
56' Rt "M" 80+00.00
SAWCUT
FL 786.91
56' Rt "M" 80+50.00
SAWCUT
TCE
TCE
FL 788.32
8' Lt "M" 80+50.00
FL 788.32
12' Lt "M" 80+50.00
LE
FL 793.80
55.98' Rt "M" 78+50.00
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
ASPHSCALE: 1" = 20'
C-8
1
2
3 4 85
"M" LINE
MORNING DRIVEPANORAMA DRIVEMATCH LINE SEE SHEET C-7FL
7
8
5.
7
7
1
2' Lt "M"
8
1
+7
7.
0
6
FL
7
8
5.
7
7
8' Lt "M"
8
1
+7
7.
0
6
FOR ALL CROSSWALKS.
2. SEE PAVEMENT DELINEATION PLANS FOR CROSSWALK
LOCATIONS.
1. THE MAXIMUM CROSS SLOPE SHALL BE 2% MAXIMUM
EACH CURB RAMP, SHALL NOT EXCEED 5%.
65
FL
7
8
4.
7
9
5
6' Rt "M"
8
1
+5
0.
0
0FL
7
8
5.
7
4
5
6' Rt "M"
8
1
+0
0.
0
0
784.30 FL /4
784.10 FL /2
783.80 FL /4
Max
2%
7
8
4.
3
0
4
0.
7
7' Rt "M"
8
2
+1
5.
3
1
783.43 FL
85.92' Rt "M" 81+97.31 ECR
CURB RAMP (CASE D)
61.03' Rt "M" 81+83.94
TCE784.510 FL
56' Rt "M" 81+67.31 BCR
7
8
3.
4
0
8
5.
8
7' Rt "M"
8
2
+1
5.
3
1
TCE FL
7
8
6.
1
9
8' Lt "M"
8
1
+5
0.
0
0
R=2'SAWCUT
Max
2%FL
7
8
7.
1
5
8' Lt "M"
8
1
+0
0.
0
0FL
7
8
7.
1
5
1
2' Lt "M"
8
1
+0
0.
0
0 FL
7
8
6.
1
9
1
2' Lt "M"
8
1
+5
0.
0
0SAWCUT
785.74 FL /4
785.71 FL /2
785.68 FL /4
CURB RAMP (CASE D)
57.54' Lt "M" 81+84.83
CONFORM
54' Lt "M" 81+72.00 BCR
CONFORM
79.12' Lt "M" 81+97.00 ECR
TCE
SAWCUT
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
NOTE:
3. THE PAVEMENT SURFACE LOCATED WITHIN 4 FEET OF
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
2'2'2'2'2'WADE BOECK
06000000414
06-0C9404
04/15/2016
ASPHC-9
SCALE: 1" = 20'
1
2"AS" LINE
AUBURN STREET FL
8
5
3.
4
2
4
4.
5
0' Lt "AS"
1
3
+2
6.
9
4
CONFORM7' Rt "AS" 12
+80.00 CONFORM14.50' Lt "AS" 12
+80.00 CONFORM4
4.
5' Lt "AS"
1
2
+8
0.
0
0 MATCH LINE SEE SHEET C-5FL 853.69
37' Rt "AS" 13+16.74 FL 854.10
57.12' Rt "AS" 13+37.96
F
C
3
4
66
R/W
R/W
R/W
R/W
FL 854.64
5.60' Rt "AS" 13+00.00 FL 854.23
3.71' Lt "AS" 13+50.00
FL 853.57
5' Lt "AS" 14+00.00
FL 852.77
5' Lt "AS" 14+50.00
FL 851.81
37' Rt "AS" 14+50.00FL
8
5
3.
7
3
4
4.
5
0' Lt "AS"
1
3
+0
0.
0
0 FL
8
5
2.
8
4
4
4.
5
0' Lt "AS"
1
4
+0
0.
0
0
FL
8
5
2.
0
5
4
4.
5
0' Lt "AS"
1
4
+5
0.
0
0
FL
854
.23
14
.50' L
t "AS
" 13+5
0
.00
F
L 853.5714.50' L
t "A
S
"
1
4+00.
0
0F
L 852.7714.50' L
t "A
S
" 14+50.00FL
8
54.46
1
4.
5
0' Lt "AS"
1
3+0
0.
0
0TCE
SAWCUT
TCE
TCE FL 852.60
37' Rt "AS" 14+00.00FL 853.88
37' Rt "AS" 13+00.00CONFORM
37' Rt "AS" 12+80.00 SEE NOTE
1
3
6' DRI
VEWAYSEE NOTE 136' DRIVEWAYFL
8
5
4.
0
1
6
4.
3
1' Lt "AS"
1
3
+4
5.
7
3 FL
8
5
3.
6
1
6
4.
3
1' Lt "AS"
1
3
+7
8.
1
7
FL 853.77
57.21' Rt "AS" 13+74.73
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
BY OTHERS
MEDIAN LANDSCAPING
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
MISC
ASPH
ASPH
"A1" LINE
STATE ROUTE 178 CANTERIA DRIVEC-10
2
4 785
6
7
SCALE: 1" = 20'
"A2" LINE
CURB RAMP SHALL NOT EXCEED 5%.
3
B
B
B
B
A
A
SECTION B-B SECTION A-A
DRI VEGREENBEDFORD67
NOTE:
1. THE PAVEMENT SURFACE LOCATED WITHIN 4 FEET OF EACH
R/W
R/W
R/WR/W
2.0% Max3%
FL
3%-8.33%GUTTER
CONCRETE CROSS
95% COMPACTED SUBGRADE
#4 REBAR @ 18" C-C
700.30 FL /4
701.01 FL /2
699.60 FL
71' Rt "A1" 782+99.43 BCR
ANGLE POINT (701.02)
90.21 Rt "A1" 783+42.47
CURB RAMP (CASE D)
66.37' Rt "A1" 783+62.49
702.50 FL
65' Rt "A1" 784+73.10 ECR
702.46 FL /4
702.11 FL /4
ANGLE POINT (702.54)
87.01 Rt "A1" 784+34.22
CONFORM
97.54' Rt "A1" 784+32.78
ANGLE POINT
99.60' Rt "A1" 784+68.29
SAWCUT
CONCRETE CROSS GUTTER
SAWCUT
FL+69.37MONUMENT IN PLACE
PROTECT EXISTING
Max2%Max2%701.99 FL /4
CONFORM
147.21 Rt "A1" 783+43.49
702.42 FL /2
CURB RAMP (CASE D)
76.05' Rt "A1" 783+44.86
703.18 FL
55.91' Rt "A1" 785+00.00
CONFORM
44.92' Rt "A1" 785+49.62
SAWCUT
2.0% Max Var3%3%
FL
95% COMPACTED SUBGRADE
CONCRETE CROSS GUTTER
#4 REBAR @ 18" C-C
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
2'2'2'2'20'2'0.5'0.5'2'Var
WADE BOECK
06000000414
06-0C9404
04/15/2016
C-11
NOTE:
ETW
ES
ES
ETW A
B
C
1. SEE SIGN PLANS FOR SIGNS LOCATED WITHIN THE ROCK BLANKET AREAS.
3. SET TOP OF ROCK BLANKET FLUSH WITH TOP ADJACENT PAVEMENT, CURB, OR DIKE.
No.
SHEET
LINE
RAMPX
A
(N)
B
(N)
C
(N)
(ft)
1 9'L-3 'M4'
2 L-3 'M6'
3 L-4 'M5'
4 0'L-5 'M2'
5 9'L-6 'M3'
6 9'L-6 'M1'
85.8'20'
8.6'203.4'20'
52.7'
201.5'20'
145'20'
85.8'20'
(ft)(ft)
0'22'
(N) NON PAY ITEM, FOR INFORMATION ONLY.
ROCK BLANKET GORE AREA DETAIL
ROCK BLANKET
LIMIT OF ROCK BLANKET
ADJACENT SHOULDER PAVEMENT
ADJACENT SHOULDER PAVEMENT
DIMENSIONS
ROCK BLANKET
MATCH ADJACENT PAVEMENT OR CURB
SECTION
ROCK (FLATTEST SIDE UP)
4" (Min) CONCRETE BASE
COMPACTED SUBGRADE
MORTAR
EMBED 50% TO 80% IN CONCRETE
MORTAR IS APPLIED
1‚" (Max) SEPARATION BETWEEN
EXPOSED ROCK SURFACES AFTER
1" (Max) SEPARATION BETWEEN THE
TOP OF ADJACENT ROCK SURFACES
PAVEMENT, CURB
OR DIKE
1" Min, 1•" Max BETWEEN THE TOP
OF ROCK SURFACE AND TOP OF MORTAR
PAVEMENT, CURB
OR DIKE
ROCK BLANKET DETAIL
TOP OF ADJACENT
TOP OF ADJACENT
4. CONSTRUCT A 6" (Min) CONCRETE BAND EDGE EXCEPT WHEN ADJACENT TO CONCRETE CURB.
NOTE 4
SEENOTE 4
SEE
NO SCALE
2. INSTALL A SLEEVE FOR SIGNS LOCATED WITHIN THE ROCK BLANKET AREAS PER THE SIGN
INSTALLATION DETAILS.
68
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R03-11-13USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
CONSTRUCTION DETAILS
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016JASON LEMONSJASON LEMONSJASON FISCHERR. FISCHER
JASON
C78608
9/30/13
2/18/15
03/11/13
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
ETW
ES
ES
ETW
A
B
C
No.
SHEET
LINE
RAMPX
A
(N)
B
(N)
C
(N)
(ft)
1 9'L-3 'M4'
2 L-3 'M6'
3 L-4 'M5'
4 0'L-5 'M2'
5 9'L-6 'M3'
6 9'L-6 'M1'
85.8'20'
8.6'203.4'20'
52.7'
201.5'20'
145'20'
85.8'20'
(ft)(ft)
0'22'
(N) NON PAY ITEM, FOR INFORMATION ONLY.
ADJACENT SHOULDER PAVEMENT
ADJACENT SHOULDER PAVEMENT
MATCH ADJACENT PAVEMENT OR CURB
NO SCALE
DIMENSIONS
TEXTURED PAVING
MINOR CONCRETE (TEXTURED PAVING) GORE AREA DETAIL
LIMIT OF TEXTURED PAVING
TEXTURED PAVING
02-18-152/18/15
SECTION A-A
WIDTH VARIES AS SHOWN ON PLANS
(SEE NOTES)
STAMPED STONE PATTERN
SEE NOTE 3
CONCRETE CURB OR HMA DIKECONCRETE CURB OR HMA DIKE
ROADWAYROADWAY0.35'
(STEEL MESH)
MW9 x MW9
6" x 6"
29"29"‚" DEEP JOINTS
STAMPED STONE PATTERN
FRACTURED ROCK TEXTURE
A
A
MEDIAN
(SEE NOTES)
STAMPED STONE PATTERN CONCRETE CURB
MINOR CONCRETE (TEXTURED PAVING)
PLANREVISIONDATEDESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
NOTE:
4. CONSTRUCT A 6" (Min) CONCRETE BAND EDGE EXCEPT WHEN ADJACENT TO CONCRETE CURB.
INSTALLATION DETAILS.
5. COLOR CONCRETE BY USING INTEGRALLY PIGMENTED CONCRETE AND BY APPLYING DRY-SHAKE.
6. CONCRETE SHALL COMPLY WITH ASTM C 979. THE COLOR MUST MATCH COLOR No. 20233 OF FED-STD-595.
7. THE DRY-SHAKE COLOR SHALL MATCH COLOR No. 20152 OF FED-STD-595
SURFACE AREA IN A UNIFORMLY RANDOM PATTERN TO MATCH THE APPROVED TEST PANEL.
8. FOR DRY-SHAKE METHOD THE SURFACE COLOR HARDNER SHALL COVER 50% OF THE EXPOSED
1. SEE SIGN PLANS FOR SIGNS LOCATED WITHIN THE TEXTURED PAVING AREAS.
2. INSTALL A SLEEVE FOR SIGNS LOCATED WITHIN THE TEXTURED PAVING AREAS PER THE SIGN
3. SET TOP OF TEXTURED PAVING FLUSH WITH TOP ADJACENT PAVEMENT, CURB, OR DIKE.
REVISED TEXTURED PAVING DETAIL2/18/2015 REVISED SHEET0
68r
rC-11
DIKE
C-12
SCALE: 1" = 20'
98764725
4
725
6
7
8
"A" LINE
ROUTE 178
"M1" LINE
WB OFF-RAMP ("M1" LINE) GORE AREA PAVEMENT DETAIL
WB
ON
-RAMP
69
8
0
9.
2
9
5
9' Lt "A"
7
2
5
+5
8.
6
1
8
0
8.
0
5
5
9' Lt "A"
7
2
6
+0
0.
0
0
8
0
6.
5
5
5
9' Lt "A"
7
2
6
+5
0.
0
0
8
0
5.
0
5
5
9' Lt "A"
7
2
7
+0
0.
0
0
8
0
3.
5
5
5
9' Lt "A"
7
2
7
+5
0.
0
0
8
0
2.
0
5
5
9' Lt "A"
7
2
8
+0
0.
0
0
801.19
59' Lt "A" 728+28.61
808.64"M1" 725+57.63
807.50"M1" 725+99.18
806.12"M1" 726+49.36
804.74"M1" 726+99.54
803.36"M1" 727+49.72
801.98"M1" 727+99.90
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
DIRT
DIKE
710 1 2 3 4
715
710 1 2 3 4 715960"A" LINE
ROUTE 178
"M2" LINE"M" LINESCALE: 1" = 30'
C-13
6
7
9 6 7
R=1'
WB ON-RAMP ("M2 LINE) GORE AREA PAVEMENT DETAIL
WB ON-RAMP
70
8
4
9.
0
4
"M2"
7
1
0
+5
0.
0
1
8
4
8.
2
4
"M2"
7
1
1
+0
0.
0
2
8
4
7.
3
8
"M2"
7
1
1
+5
0.
0
3
8
4
6.
4
2
"M2"
7
1
2
+0
0.
0
4
8
4
5.
3
6
"M2"
7
1
2
+5
0.
0
5
8
4
4.
2
0
"M2"
7
1
3
+0
0.
0
6
8
4
3.
0
2
"M2"
7
1
3
+5
0.
0
8
8
4
2.
0
2
"M2"
7
1
4
+0
0.
1
4
8
4
1.
2
8
"M2"
7
1
4
+5
0.
2
4
849.09
59' Lt "A" 710+50.00
848.28
59' Lt "A" 711+00.00
847.42
59' Lt "A" 711+50.00
846.52
59' Lt "A" 712+00.00
845.57
59' Lt "A" 712+50.00
844.57
59' Lt "A" 713+00.00
842.44
59' Lt "A" 714+00.00
841.30
59' Lt "A" 714+50.00
843.53
59' Lt "A" 713+50.00
ANGLE POINT
4' Rt "M2" 716+26.47
BEGIN 1:15 PARABOLIC FLARE
4' Rt "M2" 715+81.20
849.92
59' Lt "A" 709+95.22
END CURB (TYPE B4)
END 1:15 PARABOLIC FLARE
7' Rt "M2" 716+26.20
END CURB (TYPE B4)
BEGIN HMA DIKE (TYPE E)
69' 'LRt "A" 715+80.90
FL 840.76
4' Rt "M2" 714+88.75 PT
FL 840.74
69' Lt "A" 714+88.79 PT
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATEJASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
DIRT
DIKE
DIKE
C-14
SCALE: 1" = 20'
87643725
3
4
725
6 7 8
"A" LINE
ROUTE 178
"M3" LINE
EB ON-RAMP ("M3" LINE) GORE AREA PAVEMENT DETAIL
EB ON-RAMP
71
8
1
7.
9
8
"M3"
7
2
2
+6
2.
3
5
8
1
6.
7
0
"M3"
7
2
2
+9
9.
4
9
8
1
5.
0
9
"M3"
7
2
3
+4
9.
6
4
8
1
3.
6
0
"M3"
7
2
3
+9
9.
7
8
8
1
2.
1
5
"M3"
7
2
4
+4
9.
8
7
8
1
0.
7
0
"M3"
7
2
4
+9
9.
9
2
8
0
9.
2
5
"M3"
7
2
5
+4
9.
9
4
8
0
7.
8
0
"M3"
7
2
5
+9
9.
9
5
8
0
6.
3
5
"M3"
7
2
6
+4
9.
9
6
8
0
4.
9
0
"M3"
7
2
6
+9
9.
9
7
8
0
3.
4
5
"M3"
7
2
7
+4
9.
9
8
8
0
2.
0
0
"M3"
7
2
7
+9
9.
9
9
818.1659' Rt "A" 722+62.97
817.0559' Rt "A" 723+00.00
815.5559' Rt "A" 723+50.00
814.0559' Rt "A" 724+00.00
812.5559' Rt "A" 724+50.00
811.0559' Rt "A" 725+00.00
809.5559' Rt "A" 725+50.00
808.0559' Rt "A" 726+00.00
806.5559' Rt "A" 726+50.00
805.0559' Rt "A" 727+00.00
803.5559' Rt "A" 727+50.00
802.0559' Rt "A" 728+00.00
800.59
59' Rt "A" 728+48.64
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
ASPH
DIRT
ASPH
TANK
DIKE
DIKE
KER-178
C-15
SCALE: 1" = 20'
4321 705700
1
2
3
4
705"A" LINE
ROUTE 178
"M
4
" L
INE
EB OFF-RAMP ("M4" LINE) GORE AREA PAVEMENT DETAIL
EB
ON-RAMP
72
855.45
"M4" 700+50.04
855.30
"M4" 701+00.23
855.15
"M4" 701+50.41
855.00
"M4" 702+00.59
854.85
"M4" 702+50.77
854.75
"M4" 703+00.95
854.74
"M 4" 703+10.10
855.48
59' Rt "A" 700+39.12 8
5
5.
5
1
5
9' Rt "A"
7
0
0
+5
0.
0
0 8
5
5.
6
4
5
9' Rt "A"
7
0
1
+0
0.
0
0
8
5
5.
7
1
5
9' Rt "A"
7
0
1
+5
0.
0
0
8
5
5.
7
4
5
9' Rt "A"
7
0
2
+0
0.
0
0
8
5
5.
7
2
5
9' Rt "A"
7
0
2
+5
0.
0
0
8
5
5.
6
5
5
9' Rt "A"
7
0
3
+0
0.
0
0
855.64
59' Rt "A" 703+09.12
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
ASPH
DIKE
DIKE
C-16
SCALE: 1" = 20'
1 2 3 4 715 6
6715483
2
1
"A" LINE
ROUTE 178
"M5" LINE
"M" LINER=1'
EB ON-RAMP ("M5" LINE) GORE AREA PAVEMENT DETAIL
EBON-RAMP
73
8
4
6.
8
0
"M5"
7
1
1
+4
9.
7
2
8
4
5.
8
5
"M5"
7
1
1
+9
9.
8
4
8
4
5.
0
7
"M5"
7
1
2
+4
9.
9
0
8
4
4.
2
5
"M5"
7
1
2
+9
9.
9
3
8
4
3.
3
4
"M5"
7
1
3
+4
9.
9
4
8
4
2.
3
3
"M5"
7
1
3
+9
9.
9
5
8
4
1.
2
3
"M5"
7
1
4
+4
9.
9
6
8
4
0.
0
4
"M5"
7
1
4
+9
9.
9
7
8
3
8.
8
1
"M5"
7
1
5
+4
9.
9
8
847.4259' Rt "A" 711+50.00
846.5259' Rt "A" 712+00.00
845.5759' Rt "A" 712+50.00
844.5759' Rt "A" 713+00.00
843.5359' Rt "A" 713+50.00
842.4459' Rt "A" 714+00.00
841.3059' Rt "A" 714+50.00
840.1259' Rt "A" 715+00.00
838.8959' Rt "A" 715+50.00
837.21
59' Rt "A" 716+15.47
BEGIN CURB (TYPE B4)
BEGIN 1:15 PARABOLIC FLARE
7' Lt "M5" 710+33.84
ANGLE POINT
4' Lt "M5" 710+33.59
END 1:15 PARABOLIC FLARE
4' Lt "M5" 710+77.67
BEGIN CURB (TYPE B4)
END HMA DIKE (TYPE E)
69' Rt "A" 710+79.89
FL 847.14
4' Lt "M5" 711+33.02 PT
FL 847.23
69' Rt "A" 711+32.55 PT
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
DIRT
ASPH
TANK
DIKE
SCALE: 1" = 30'
C-17
6432198705700
700 1 2 3
4
705
6
"A" LINE
ROUTE 178
"M6" LINE
WB ON-RAMP ("M6" LINE) GORE AREA PAVEMENT DETAIL
WB ON-RAMP
74
8
5
5.
1
2
"M6"
6
9
9
+5
0.
0
0
8
5
5.
3
1
"M6"
7
0
0
+0
0.
0
1
8
5
5.
4
6
"M6"
7
0
0
+5
0.
0
2
8
5
5.
5
4
"M6"
7
0
1
+0
0.
0
3
8
5
5.
5
6
"M6"
7
0
1
+5
0.
0
4
8
5
5.
5
2
"M6"
7
0
2
+0
0.
0
5
8
5
5.
4
1
"M6"
7
0
2
+5
0.
0
6
8
5
5.
2
3
"M6"
7
0
3
+0
0.
1
0
8
5
5.
0
0
"M6"
7
0
3
+5
0.
1
7
8
5
4.
8
3
"M6"
7
0
4
+0
0.
2
8
8
5
4.
7
7
"M6"
7
0
4
+5
0.
4
3
8
5
4.
8
3
"M6"
7
0
5
+0
0.
5
7
854.86
"
M6" 705+14.28
855.03
59' Lt "A" 699+27.99
855.13
59' Lt "A" 699+50.00
855.35
59' Lt "A" 700+00.00
855.52
59' Lt "A" 700+50.00
855.64
59' Lt "A" 701+00.00
855.71
59' Lt "A" 701+50.00
855.74
59' Lt "A" 702+00.00
855.72
59' Lt "A" 702+50.00
855.65
59' Lt "A" 703+00.00
855.54
59' Lt "A" 703+50.00
855.38
59.10' Lt "A" 704+00.00
855.18
60.10' Lt "A" 704+50.00
854.93
61.10' Lt "A" 705+00.00
854.85
61.37' Lt "A " 705+13.67
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
C-18
PAVEMENT CONFORM DETAIL
EMBANKMENT KEY DETAIL
DEPTH (Min)
3' KEY
OG
FG
Exist PROFILE GRADE NEW PROFILE GRADE
SEE TYPICAL SECTIONS
NEW STRUCTURAL SECTION
HMA (TYPE A)
4'
SAWCUT PER PLAN
SECTION
EXISTING STRUCTURAL
BASE
FINAL HMA (TYPE A) LAYER PLACED
CLASS 2 AB
HMA (TYPE A)
Var
0.15'NO SCALE
POINT
CATCH
COLDPLANE Exist HMA
HMA
REMOVE AND RECOMPACT MATERIAL
CLASS 2 AS
75
NO SCALE
REVISION DATE DESCRIPTION
1
4
WIDTH
6' KEY
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'JASON LEMONSJASON FISCHERSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
05/15/15
442
R. FISCHER
JASON
C78608
9/30/15
03/11/13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
6' (Typ)
WADE BOECK
04/15/2016
8/29/2013 REMOVED GEOSYNTHETIC PAVEMENT INTERLAYER FROM PAVEMENT CONFORM DETAIL 1
1
GEOSYNTHETIC PAVEMENT INTERLAYER
FL
FL
C-19
1. CONSTRUCT FINISHED SURFACE ALONG BACK SURFACE OF A2-6 CURB.
CONCRETE CURB TRANSITION
TRANSITION10'
FL
UNLESS NOTED OTHERWISE
PER LAYOUT PLANS
STATION CALLOUTS
FL
TYPE B2-6 CURB
TYPE E TO TYPE C or F
HMA DIKE TYPE E
FL
TRANSITION10'
UNLESS NOTED OTHERWISE
PER LAYOUT PLANS
STATION CALLOUTS
HMA
HMA DIKE TYPE C or F
HMA DIKE TRANSITION
TYPE E
FL
FL
UNLESS NOTED OTHERWISE
PER LAYOUT PLANS
STATION CALLOUTS
HMA
HMA DIKE TYPE E
TRANSITION10'
TYPE F TO TYPE C
TRANSITION10'
TYPE F
HMA DIKE
FL
HMA
UNLESS NOTED OTHERWISE
PER LAYOUT PLANS
STATION CALLOUTS
HMA DIKE TYPE C
FL
CONCRETE CURB TO DIKE TRANSITION
TRANSITION10'
FL
TYPE E
HMA DIKE
UNLESS NOTED OTHERWISE
PER LAYOUT PLANS
STATION CALLOUTS
HMA
FL
CONCRETE CURB TRANSITION
FL
HMA
Conc
UNLESS NOTED OTHERWISE
PER LAYOUT PLANS
STATION CALLOUTS
TRANSITION10'
TYPE E TO TYPE B2-6
TYPE B2-6
TYPE B2-6
TYPE B2-6
TYPE B1-4 OR TYPE B1-6 CURB
TYPE B1-4 OR TYPE B1-6 TO TYPE B2-6
CONCRETE CURB TRANSITION
TRANSITION10'
TYPE B2-6 CURB
TYPE H CURB
TYPE B2-6 TO TYPE H
CONCRETE
CONCRETE
FL
FL
HMA DIKE TRANSITIONHMA DIKE TRANSITION
UNLESS NOTED OTHERWISE
PER LAYOUT PLANS
STATION CALLOUTS
76
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
05/15/15
442
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
NOTE:
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERR. FISCHER
JASON
C78608
9/30/15
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
NOTE:
"M6" LINE
MORNING DRIVE
C-20
WB ON-RAMP
1. CONSTRUCT FINISHED SURFACE ALONG BACK SURFACE OF B2-6 CURB.
MODIFIED CASE F CURB RAMP DETAIL ISLAND PASSAGEWAY TYPE A DETAIL ISLAND PASSAGEWAY TYPE A DETAIL64"M5" LINE2. FOR DETAILS NOT SHOWN SEE STANDARD PLAN A88B.EB OFF-RAMPWB OFF-RAMPE
BON-
R
A
MP WBON-
R
A
MP
MORNING DRIVE MORNING DRIVE"M2" LINEFL 861.77
4' Rt "M6" 715+66.84
FL 861.89
4' Rt "M6" 715+60.84
863.55
57.25' Lt "M" 65+81.15
ANGLE POINT
861.96
4.82' Rt "M6" 715+60.84
ANGLE POINT
862.22
51.75' Lt "M" 66+05.46
863.44
51.75' Lt "M" 65+81.15
77
SCALE: 1"=10'SCALE: 1"=10'SCALE: 1"=10'
DIRECTIONS SHALL BE 2.0% MAXIMUM.
BE AT LEAST AS WIDE AS THE CURB RAMP. THE SLOPE OF THE LANDING IN ALL
CLEAR LENGTH SHALL BE 48 INCHES MINIMUM. THE LANDING CLEAR WIDTH SHALL
3. A LANDING SHALL BE PROVIDED AT THE TOP OF ALL CURB RAMPS. THE LANDING
4'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
ISLAND PASSAGEWAY CORNER
28.62' Rt "M5" 705+63.63
ISLAND PASSAGEWAY CORNER
36.03' Rt "M5" 705+58.86
ISLAND PASSAGEWAY CORNER
29.17' Lt "M2" 703+79.95
ISLAND PASSAGEWAY CORNER
36.41' Lt "M2" 703+84.53
SEE NOTE 2
ISLAND PASSAGEWAY CORNER
7' Rt "M2" 703+88.12
ISLAND PASSAGEWAY CORNER
7' Rt "M2" 703+94.28
SEE NOTE 2
Max8.33%
SEE NOTE 1
CURB RAMP (CASE F Mod)
ISLAND PASSAGEWAY CORNER
7' Lt "M5" 705+57.65
ISLAND PASSAGEWAY CORNER
7' Lt "M5" 705+51.58
SEE NOTE 3
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONSTRUCTION DETAILS
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
05/15/15
442
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERR. FISCHER
JASON
C78608
9/30/15
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
6'6'WADE BOECK
06000000414
06-0C9404
04/15/2016
C-21934715
SCALE: 1" = 10'
"A" LINE
WB ROUTE 178
EB ROUTE 178
"M" LINENOTE:
1. FOR DETAILS NOT SHOWN SEE STANDARD PLAN A77G1.
2. FOR TYPICAL FLARE OFFSETS FOR 25'-0" LENGTH
PARABOLA WITH MAXIMUM OFFSET OF 1'-0" SEE
STANDARD PLAN A77E1.
MBGR TYPE 14A LAYOUT (Std PLAN A77G1)
78
END DOUBLE MBGR
3.34' Lt "A" 714+65.22
BEGIN DOUBLE MBGR
END 25' PARABOLA
5' Lt "A" 714+40.28
BEGIN 25' PARABOLA
6' Lt "A" 714+15.31
END MBGR
6' Rt "A" 714+29.78
END 25' PARABOLA
6' Rt "A" 713+29.78
BEGIN DOUBLE MBGR
3.34' Rt "A" 712+79.83
END DOUBLE MBGR
BEGIN 25' PARABOLA
5' Rt "A" 712+79.83
BEGIN MBGR
6' Lt "A" 713+15.28
(SEE NOTE 2)
25' PARABOLA
CUSHION SYSTEM
ALTERNATIVE CRASH
(SEE NOTE 2)
25' PARABOLA
TYPE 14A LAYOUT
MBGR 5
CUSHION SYSTEM
ALTERNATIVE CRASH
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
1 5/15/2015 REVISED LAYOUT OF MBGR
16'6'6'6'8.51' Lt "A" 714+94.21
11' Lt "A" 714+56.79
12' Lt "A" 714+32.82
12' Lt "A" 713+19.32
8.51' Rt "A" 712+65.91
11' Rt "A" 713+03.32
12' Rt "A" 713+28.32 12' Rt "A" 714+40.8212'12'12'12'
C-22
NOTE:
NO SCALE
BURIED CONCRETE BARRIER DETAIL
28" Min
3'
FG
FG
CONCRETE BARRIER (TYPE 60)
FG
79
REVISION DATE DESCRIPTION
SCALE: 1" = 50'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
.
..
.........
......
................
.
.
.
..
.........
............................
NO SCALE
CL
ACTIVITIES
CONSTRUCTION ESA
POST
FABRIC
HIGH VISIBILITY
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
25' 5'
WADE BOECK
04/15/2016
3. FOR ADDITIONAL CHAIN LINK FENCE DETAILS, SEE STANDARD PLANS A85, A85A, AND A85B.
2. THE 8" x 8" WILDLIFE OPENING SHALL BE SPACED A MINIMUM OF 100 FT APART ALONG THE LENGTH OF THE FENCE.
1. STRETCH AND SECURELY FASTEN THE FABRIC TO THE POSTS PRIOR TO CUTTING THE 8" x 8" WILDLIFE OPENING.
1
1
REVISED MODIFIED CL-6 FENCE DETAIL8/7/2013
NO SCALE
MODIFIED CL-6 FENCE DETAIL LINE POSTLINE POST TENSION WIRES
6'
.
..
.........
......
................
.
.
.
..
.........
..............
LINE POST
TENSION WIRES
OG 5" TENSION WIRELINE POST
BAR BAND
TENSION WIRE
STRETCHER BAR
‚" x ƒ" FLAT GalvPOST
LINE POST
BAR BAND
WILDLIFE OPENING
OG
LINE POST
TENSION WIRE 8"
STRETCHER BAR
‚" x ƒ"2'-6"8"STRETCHER BAR
MODIFIED CL-6 FENCE DETAIL
1
TEMPORARY FENCE (TYPE ESA)
SECTION 1'-4"4'-0"
C-23
POST
CL
PLAN
SIGN PANEL
POSTSIGN PANEL
POST
PLAN
WEED CONTROL MAT (FIBER) UNDER ROADSIDE SIGN
WEED CONTROL MAT (FIBER)
NOTE:
1. TRIM WEED CONTROL MAT FLUSH WITH EDGE OF
SHOULDER, OR PAVEMENT.
2. SEE STANDARD PLANS FOR CORRESPONDING
POST OFFSET DIMENSIONS FOR TERMINAL SYSTEM.
3. DIMENSION: 3' OR GREATER. ALIGN WITH RAIL
AT END SECTION.
AA
BLOCK
RAIL
TRAVELED WAY
OR OFFSET LINE OF EDGE OF
EDGE OF PAVED SHOULDER
DIRECTION OF TRAVEL
PLAN
POST
CLPOSTCL
RAIL TOP OF RAIL
POST
DIRECTION OF TRAVEL
CRACK SEALANT Typ
ADHESIVE CAULK OR
SURFACING UNDER RAIL ELEMENT
GROUND LINE OR SHOULDER
RAILING
METAL BARRIER
GUARD RAILING OR
LIMITS OF METAL
LINE OF EDGE OF TRAVELED WAY
EDGE OF PAVED SHOULDER OR OFFSET
DIRECTION OF TRAVEL
RAIL
BLOCK
WOOD POST
STRUT TO FOUNDATION TUBE
END SECTION
STEEL STRUT WITH YOKE
LEGEND:
2 2 2 2 2
2
2
2
1
1
1
PLAN
3
SECTION A-A
WEED CONTROL MAT (FIBER) AT MBGR TERMINAL SYSTEM
POST
1
WEED CONTROL MAT (FIBER) UNDER MBGR
80
(TWO POST SIGN)(SINGLE POST SIGN)
SCALE: 1" = 50'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
3' Min3' Min
3' Min2'VARIES3' Min
VARIESLIMIT OF TERMINAL SYSTEM (SEE PLANS FOR TYPE)2'WADE BOECK
04/15/2016
DIKE
C-24
SCALE: 1" = 20'
MAINTENANCE VEHICLE PULLOUTS
4
3
4
4
"A" LINE
WB ROUTE 178 "M3" LINE
EB ON-RAMP
"A" LINE
EB ROUTE 178 "M6" LINE
WB ON-RAMP
NOTE:
1. FOR MAINTENANCE VEHICLE PULLOUT DETAILS NOT SHOWN,
SEE CALTRANS STANDARD PLAN H9.4'12'4'2. CROSS SLOPE OF MAINTENANCE VEHICLE PATH SHALL
MATCH THE ADJACENT SHOULDER CROSS SLOPE.
81
3. CROSS SLOPE OF MAINTENANCE VEHICLE PATH SHALL
SHOULDER.
MATCH THE CROSS SLOPE OF THE ADJACENT
MVP ANGLE POINT4' Rt "M6" 713+76.91MVP ANGLE POINT16' Rt "M6" 713+96.82MVP ANGLE POINT16' Rt "M6" 714+40.43MVP ANGLE POINT4' Rt "M6" 714+60.27VEHICLE PULLOUT
MAINTENANCE
MVP ANGLE POINT81' Rt "A" 704+69.89MVP ANGLE POINT69' Rt "A" 704+89.89MVP ANGLE POINT81' Rt "A" 704+24.89MVP ANGLE POINT69' Rt "A" 704+04.89VEHICLE PULLOUT
MAINTENANCEMVP ANGLE POINT69' Lt "A" 723+77.84MVP ANGLE POINT81' Lt "A" 723+97.84MVP ANGLE POINT81' Lt "A" 724+42.84MVP ANGLE POINT69' Lt "A" 724+62.84VEHICLE PULLOUT
MAINTENANCE
MVP ANGLE POINT4' Lt "M3" 712+37.53MVP ANGLE POINT4' Lt "M3" 713+21.51MVP ANGLE POINT16' Lt "M3" 712+57.44MVP ANGLE POINT16' Lt "M3" 713+01.61VEHICLE PULLOUT
MAINTENANCE
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
10'12'85'
85'30'WADE BOECK
06000000414
06-0C9404
04/15/201612' 59'45'20'20'59'20'20'45'
20'20'45'
85'
20'45'20'
85'10'
ES HP
HMA SHOULDER SEE NOTE 3
FLATTER
4
:1
OR
BASE
SUB BASE
HMA PAVEMENT
FINAL LIFT OF
Var,
SAFETY EDGE
EP
NOTE:
HMA
SEE NOTES 1 TO 3
SAFETY EDGE
SECTION A-A
1. SAFETY EDGE SHALL BE PLACED AT ALL LOCATIONS WHERE CURB, HMA DIKE,
2. SAFTEY EDGE SHALL ONLY BE PLACED WITH THE FINAL LIFT OF PAVEMENT.
PAVEMENT SAFETY EDGE WITH SHOULDER BACKING
3. SEE TYPICAL CROSS SECTIONS FOR SHOULDER BACKING DIMENSIONS AND GRADES.
LEGEND
NO SCALE
AT CURB OR DIKE
NO TRANSITION
VERTICAL EDGE
DIRECTION OF TRAVEL
3'
TRANSITION DETAIL
PLAN VIEW
SET SAFETY EDGE
C-25
CONCRETE BARRIER, AND MBGR ARE NOT PRESENT ALONG THE PROPOSED ES.
82
SCALE: 1" = 50'
HMA PAVING
OR EMBANKMENT
SHOULDER BACKING
PAVEMENT STRUCTURE
EXISTING OR PROPOSED
HMA SHOULDER
ES
A
A
30°
30°
EP
ETW
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
JASON LEMONSJASON FISCHERCONSTRUCTION DETAILS
03/07/13
R. FISCHER
JASON
C78608
9/30/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
Jct Str
DI
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
32198764321680675670
FC C
C
C
C
F
FCFC
"A" LINE
WB ROUTE 178
EB ROUTE 178
LA SALLE CtLA SALLE Ct
R/W
R/W
R/W
R
/W
WPC-1MATCH LINE SEE SHEET WPC-2LEGEND:
ENTRANCE/EXIT
Temp CONSTRUCTION
END Temp FIBER ROLL
104.63' Lt "A" 681+38.43
PROTECTION (Typ)
Temp DRAINAGE INLET
10' ROW SPACING (Typ)
Beg Temp FIBER ROLL
110.91' Lt "A" 678+81.64
10' ROW SPACING (Typ)
Beg Temp FIBER ROLL
102.77' Lt "A" 682+09.04
20' ROW SPACING (Typ)
Beg Temp FIBER ROLL
209.21' Rt "A" 681+38.00
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
ENTRANCE/EXIT
Temp CONSTRUCTION
TEMPORARY DRAINAGE INLET PROTECTION (Std PLAN T61-T64)
TEMPORARY SILT FENCE (Std PLAN T51)
TEMPORARY FIBER ROLL (Std PLAN T56)
Beg Temp SILT FENCE
81.73' Rt "A" 676+14.16
END Temp SILT FENCE
102.50' Rt "A" 679+43.62
BASIN #1
DETENTION
ABBREVIATIONS:
JOINT UTILITY EASEMENTJUE
83
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
LOCATIONS APPROVED BY THE ENGINEER.
WASHOUT FACILITIES, AS REQUIRED, AND AT
2. CONTRACTOR TO INSTALL TEMPORARY CONCRETE
TEMPORARY CHECK DAM (Std PLAN T57)
TEMPORARY CONSTRUCTION ENTRANCE (Std PLAN T58)
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
76432198764695690685
ESA
F FC
C
C
C
"A" LINE
WB ROUTE
EB ROUTE
R/W R/W
R/W
R/W
WPC-2MATCH LINE SEE SHEET WPC-1MATCH LINE SEE SHEET WPC-3PROTECTION (Typ)
Temp DRAINAGE INLET
END Temp FIBER ROLL
81.50' Lt "A" 684+68.53 END Temp FIBER ROLL
107.32' Lt "A" 697+37.84
Beg Temp SILT FENCE
84.00' Rt "A" 685+42.38
10' ROW SPACING (Typ)
Beg Temp FIBER ROLL
117.09' Lt "A" 692+76.79
10' ROW SPACING (Typ)
Beg Temp FIBER ROLL
96.68' Rt "A" 685+45.51
END Temp FIBER ROLL
81.80' Rt "A" 687+21.80
10' ROW SPACING (Typ)
Beg Temp FIBER ROLL
103.30' Rt "A" 694+66.15
END Temp FIBER ROLL
101.25' Rt "A" 696+15.01
Beg Temp SILT FENCE
83.00' Lt "A" 692+57.19
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
84
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
9876432198705700
7
6
705
4312700
1
2
3
4
67057898
9
FCC
C
C
F
"A" LINE
WB ROUTE 178
EB ROUTE 178
"M6" LINE
"M
4
"
L
IN
E
MATCH LINE SEEMATCH EB OFF-RAMPWB ON-RAMP
R/W
R/W
R/
W
WPC-3MATCH LINE SEE SHEET WPC-2SHEET WPC-4LINE SEE SHEET WPC-5PROTECTION (Typ)
Temp DRAINAGE INLET Beg Temp SILT FENCE
+95.40
END Temp FIBER ROLL
52.05' Rt "M4" 708+22.31
10' ROW SPACING (Typ)
Beg Temp FIBER ROLL
102.50' Lt "A" 699+00.00
10' ROW SPACING (Typ)
Beg Temp FIBER ROLL
102.50' Rt "A" 698+50.00
Beg Temp FIBER ROLL
23.74' Lt "M4" 704+77.27 32'±APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
ENTRANCE/EXIT (Typ)
Temp CONSTRUCTION
Temp SILT FENCE
Temp SILT FENCE
Beg Temp SILT FENCE
76.44' Lt "A" 707+17.08
R/W
85
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
1234678558764321715710
1
710189710 2 3 4 715 6
673270543171024715
7
8
FCFC FCFC
FCC"A" LINE
"M
4" LI
N
E"M3" LINE
EB ROUTE 178
"M" LINEEB OFF-RAM
PEB EB ON-RAMP
LI
NE
"M5" ON-RAMPMORNING DRIVER/W
R/WR/WR/WMATCH LINE SEE SHEET WPC-5
M
A
TC
H LIN
E SEE SH
E
ET W
PC
-12MATCH LI
NE SEE
S
HEET WP
C-
6
WPC-4MATCH LINE SEE SHEET WPC-3Beg Temp FIBER ROLL
44.44' Rt "M4" 709+90.88+76.92END Temp SILT FENCE
16.00' Lt "M4" 711+65.08
END Temp SILT FENCE
4.03' Lt "M5" 707+39.49
PROTECTION (Typ)
INLET
Temp DRAINAGE
(Typ)
10'
END Temp FIBER ROLL
29.00' Rt "M3" 710+73.22
Beg Temp SILT FENCE
48.01' Rt "M3" 711+00.26
END Temp FIBER ROLL
33.22' Rt "M3" 714+40.09
END Temp FIBER ROLL
65.69' Rt "M3" 717+30.02
Beg Temp SILT FENCE
"M3" 718+42.27
53.85' Rt
END Temp SILT FENCE
"M3" 718+37.59
35.00' Rt
(Typ)
10'
20' ROW SPACING (Typ)
Beg Temp FIBER ROLL
48.92' Rt "M3" 711+06.65
Beg Temp SILT FENCE
10.00' Lt "M3" 711+50.00
10' ROW SPACING (Typ)
Beg Temp FIBER ROLL
44.28' Rt "M3" 714+86.21
END Temp SILT FENCE
72.00' Rt "A" 710+79.73
END Temp SILT FENCE
8.00' Lt "M5" 710+80.65
Beg Temp SILT FENCE
35.00' Rt "M3" 714+56.24
Beg Temp SILT FENCE
27.00' Rt "M5" 706+42.92
ENTRANCE/EXIT (Typ)
Temp CONSTRUCTION
ENTRANCE/EXIT (Typ)
Temp CONSTRUCTION
APPROVED FOR WATER POLLUTION CONTROL WORK ONLY
END Temp SILT FENCE
73.00 Lt "M" 51+51.20
@ 25.0' O.C.
Temp CHECK DAM (Typ)
86
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
6576432196087
671543
4 3 2 1 720
987
6
7154
1710 32
710
1 2347156C FFC
710 1 2 3 4 715 6 7 8
"A" LINE
WB ROUTE 178
"M1" LINE
"M" LINE"M6" LINE"M2" LI
NEMORNI
NG DRI
VEWB ON-RAMPWB OFF-RAMP
ONWB
RAMP-
R/WR/WR/WR/W
WPC-5MATCH LINE SEE SHEET WPC-6MATCH LINE SEE SHEET WPC-4MA
T
C
H
LI
N
E
S
E
E
S
H
E
E
T WP
C-
3
MATCH LINE SEE SHEET WPC-13
END Temp FIBER ROLL
69.43' Lt "M6" 712+18.14
PROTECTION (Typ)
Temp DRAINAGE INLET
+50.27 (Typ)
10'
END Temp FIBER ROLL
32.60' Lt "M1" 715+72.30
20' ROW SPACING (Typ)
Beg Temp FIBER ROLL
67.60' Rt "M" 66+83.69
END Temp SILT FENCE
35.00' Lt "M2" 723+11.56
Beg Temp SILT FENCE
4.02' Rt "M2" 721+18.91
20' ROW SPACING (Typ)
Beg Temp FIBER ROLL
120.71' Lt "M1" 718+20.25
Beg Temp SILT FENCE
72.00' Lt "A" 716+90.31
END Temp SILT FENCE
70.48' Lt "M6" 714+66.75
(Typ)
10'
APPROVED FOR WATER POLLUTION CONTROL WORK ONLY
JUE
Temp SILT FENCE
MATCHES Exist EP)
(LOCATION SHOWN
ENTRANCE/EXIT
Temp CONSTRUCTION
87
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
987643219725720
7
8
634725217209
9
720
1 2
3
4 725 6 7 8
F
F
F
F"M
1" LIN
EWB ROUTE 178
EB ROUTE 178
"M3" LINE
"A" LINEMATCH
MATCH LINE SEEWB OFF-RAMPEB ON-RAMP
R/W
R/W
R
/W
R/W
WPC-6SHEET WPC-4MATCH LINE SEE SHEET WPC-7LINE SEE SHEET WPC-5PROTECTION (Typ)
Temp DRAINAGE INLET
(Ty p )2 0 '
END Temp FIBER ROLL
21.00' Lt "M1" 721+45.65
END Temp SILT FENCE
85.96' Lt "A" 724+72.83
END Temp SILT FENCE
72.00' Lt "A" 724+72.83
END Temp FIBER ROLL
81.11' Rt "A" 728+61.00
END Temp FIBER ROLL
30.74' Rt "M3" 724+16.68
20' ROW SPACING (Typ)
Beg Temp FIBER ROLL
96.97' Rt "M3" 719+88.44
20' ROW SPACING (Typ)
Beg Temp FIBER ROLL
38.37' Rt "M3" 727+64.59
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
ENTRANCE/EXIT (Typ)
Temp CONSTRUCTION
JUE
@ 25.0' O.C.
Temp CHECK DAM (Typ)@ 50.0' O.C.
Temp CHECK DAM (Typ)
@ 50.0' O.C.
Temp CHECK DAM (Typ)
88
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
770
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
32198764321740735730
F
F
F
F
F
F
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W
R/W
R/W
R/W
WPC-7MATCH LINE SEE SHEET WPC-8MATCH LINE SEE SHEET WPC-620' ROW SPACING (Typ)
Beg Temp FIBER ROLL
164.30' Lt "A" 733+24.07
END Temp FIBER ROLL
70.00' Lt "A" 739+20.85
PROTECTION (Typ)
Temp DRAINAGE INLET
20' ROW SPACING (Typ)
Beg Temp FIBER ROLL
121.36' Rt "A" 731+15.78
END Temp FIBER ROLL
70.00' Rt "A" 734+07.23
DRAINAGE EASEMENT
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
JUE
@ 50.0' O.C.
Temp CHECK DAM (Typ)
@ 50.0' O.C.
Temp CHECK DAM (Typ)
89NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
76432198764755750745
F
F
F
F
F
F
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W R/W
R/WR/W
WPC-8MATCH LINE SEE SHEET WPC-9MATCH LINE SEE SHEET WPC-7END Temp FIBER ROLL
69.78' Rt "A" 753+78.99
END Temp FIBER ROLL
70.03' Lt "A" 753+63.14
PROTECTION (Typ)
Temp DRAINAGE INLET
Beg Temp FIBER ROLL
94.85' Rt "A" 748+50.00
Beg Temp FIBER ROLL
88.00' Lt "A" 750+65.80
DRAINAGE EASEMENT
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
@ 50.0' O.C.
Temp CHECK DAM (Typ)
@ 50.0' O.C.
Temp CHECK DAM (Typ)
90
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
700
710
720
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
98 760 1 2 3 4
765
6
7
8
FC
F
F F
C
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W
R/W
R/W
R/W
WPC-9MATCH LINE SEE SHEET WPC-8MATCH LINE SEE SHEET WPC-10PROTECTION (Typ)
Temp DRAINAGE INLET
END Temp FIBER ROLL
70.21' Rt "A" 764+52.64
Beg Temp FIBER ROLL
89.81' Rt "A" 760+62.84
Beg Temp FIBER ROLL
119.09' Rt "A" 763+25.01
Beg Temp FIBER ROLL
90.39' Lt "A" 759+12.16
Beg Temp FIBER ROLL
72.00' Lt "A" 767+02.14
END Temp SILT FENCE
90.01' Lt "A" 767+02.21
END Temp FIBER ROLL
70.61' Lt "A" 763+06.13
DRAINAGE EASEMENT
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
91
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
700
700
700
710
700
700
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
9 770 1
3
3
4
4
6
6
7
7
8
8
9
9
1
1
2
775
775
780
780
FC
F
C
CF
F
C
F
F
"A" LINE
R/W
R/W
R/W
R
/W
"A1" LINE
"A2" LINE
WPC-10MATCH LINE SEE SHEET WPC-9MATCH LINE SEE SHEET WPC-11PROTECTION (Typ)
Temp DRAINAGE INLET
Beg Temp FIBER ROLL
69.59' Lt "A1" 773+16.75
Beg Temp SILT FENCE
67.97' Lt "A1" 772+98.93
END Temp FIBER ROLL
50.29' Lt "A1" 772+91.84
END Temp FIBER ROLL
70.70' Rt "A" 711+28.01
Beg Temp FIBER ROLL
59.18' Rt "A2" 777+81.33
END Temp FIBER ROLL
57.12' Rt "A2" 780+85.33
END Temp SILT FENCE
197.07' Rt "A" 769+77.37
ENTRANCE/EXIT
Temp CONSTRUCTION
20.0' ROW SPACING (Typ)
Temp FIBER ROLL
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
ENTRANCE/EXIT
Temp CONSTRUCTION
DETENTION BASIN #2
92
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
2
2 43
6
9
8
7
6
4
3
2
1
785
790
795
F
F
F
F
F
F
C
A
N
T
E
RI
A
D
RI
V
E
STATE ROUTE 178
R/W
R/W
R/W
R/W
"A1" LINE
"A2" LINE
WPC-11MATCH LINE SEE SHEET WPC-10PROTECTION (Typ)
Temp DRAINAGE INLET
END Temp SILT FENCE
84.46' Lt "A1" 783+70.85
END Temp FIBER ROLL
80.88' Lt "A1" 783+74.27
BEDFORD GREEN DRIVE
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
93NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
9
8
7
6
43
2
1
50
45
C
C
FC
FC"M" LINE
MORNING DRIVE
R/W R/W
R
/W
R/W
WPC-12MATCH LINE SEE SHEET WPC-4END Temp FIBER ROLL
74.00' Lt "M" 46+92.36
Beg Temp FIBER ROLL
60.00' Rt "M" 46+92.36
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
94
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
75
70
6
4
321
9
8
1
2
3
4
156CF
F
C
C
F
F
F
F
C
"M" LINEAUBURN
S
T
R
E
E
T
MORNING DRIVE MORNINGSTAR AVELYRA COURT
MORNINGSTAR AVE"AS"
LI
NE
R/W
R/W
R/W
R/W
WPC-13MATCH LINE SEE SHEET WPC-14MATCH LINE SEE SHEET WPC-5PROTECTION (Typ)
Temp DRAINAGE INLET
Beg Temp FIBER ROLL
81.28' Rt "M" 75+59.89
Beg Temp SILT FENCE
88.79' Rt "M" 75+05.09
Beg Temp FIBER ROLL
83.85' Rt "M" 75+05.87
END Temp FIBER ROLL
76.14' Lt "M" 75+03.29
Beg Temp FIBER ROLL
60.00' Lt "M" 70+34.38
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
ENTRANCE/EXIT (Typ)
Temp CONSTRUCTION
ENTRANCE/EXIT (Typ)
Temp CONSTRUCTION
95NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL PLAN
TEMPORARY WATER
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
8580 98764321987
F
FCFCFC
F CFFF
FC FCCC"M" LINE
MORNING DRIVE
R/W R/W
R/W
R/W PANORAMA DRIVEWPC-14MATCH LINE SEE SHEET WPC-13PROTECTION (Typ)
Temp DRAINAGE INLET
END Temp FIBER ROLL
65.00' Rt "M" 81+67.31
15.0' ROW SPACING (Typ)
Temp FIBER ROLL
APPROVED FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY
(CITY OF BAKERSFIELD)
RETENTION BASIN #3
(CITY OF BAKERSFIELD)
Exist RETENTION BASIN
MATCHES Exist EP)
(LOCATION SHOWN
ENTRANCE/EXIT
Temp CONSTRUCTION
96
NOTES:
BY THE ENGINEER.
SILT FENCE AT LOCATIONS APPROVED
CONTRACTOR TO OBTAIN ACCESS THROUGH
SILT FENCE TO BE INSTALLED AS SHOWN. 1.
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
BRIAN WRIGHTTIMOTHY HAYESPOLLUTION CONTROL QUANTITIES
TEMPORARY WATER
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
WPCQ-1
TEMPORARY WATER POLLUTION CONTROL QUANTITIES
TEMPORARY FIBER ROLL
TEMPORARY SILT FENCE
ITEM DESCRIPTION
TEMPORARY DRAINAGE INLET PROTECTION
UNITQUANTITY
154 EA
LF
LF
EA
LF
13
26,303
86,406
TEMPORARY CHECK DAM 1,450
97
TEMPORARY CONSTRUCTION ENTRANCE
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
Jct Str
DI
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
32198764321680675670810
820
FC C
C
C
C
820
820
810
800
F
840
830820
FCFC
830
840
"A" LINE
WB ROUTE 178
EB ROUTE 178
LA SALLE CtLA SALLE Ct
R/W
R/W
R/W
R
/W
MATCH LINE SEE SHEET EC-2LEGEND:
EC-1
ABBREVIATIONS:
0.21 ACRE EROSION CONTROL (HYDROSEED)
APPROVED FOR EROSION CONTROL WORK ONLY
0.48 ACRES ROUGHEN SLOPE
0.75 ACRE EROSION CONTROL (HYDROSEED)
0.26 ACRES EROSION CONTROL (HYDROSEED)
0.26 ACRES ROUGHEN SLOPE
0.66 ACRES ROUGHEN SLOPE
0.66 ACRES EROSION CONTROL (HYDROSEED)
0.02 ACRES EROSION CONTROL (HYDROSEED)
AREA 1-1
AREA 1-2
AREA 1-3
AREA 1-5
AREA 1-4
AREA 1-6
0.48 ACRES EROSION CONTROL (HYDROSEED)
EROSION CONTROL (HYDROSEED)
ROUGHEN SLOPE
SY - SQUARE YARD
JUE - JOINT UTILITY EASEMENT
98
NOTES:
AND SEED MIXES SEE SHEET ECQ-2.
FOR DETAILS REGARDING EROSION CONTROL TYPES 03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
76432198764695690685
860
840
860
850
860
F FC
C
C
C
840 850
850
"A" LINE
WB ROUTE
EB ROUTE
R/W R/W
R/W
R/WMATCH LINE SEE SHEET EC-1MATCH LINE SEE SHEET EC-3EC-2
0.09 ACRES EROSION CONTROL (HYDROSEED)
APPROVED FOR EROSION CONTROL WORK ONLY
1.55 ACRES EROSION CONTROL (HYDROSEED)
1.20 ACRE ROUGHEN SLOPE
0.61 ACRES EROSION CONTROL (HYDROSEED)
0.61 ACRES ROUGHEN SLOPE
AREA 2-1
AREA 2-2
AREA 2-3
AREA 2-4
1.20 ACRE EROSION CONTROL (HYDROSEED)
99
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
9876432198705700
7
6
705
4312700
1
2
3
4
67057898
9
860
860
870
880
860
860FCC
C
C
F
860
860"A" LINE
WB ROUTE 178
EB ROUTE 178
"M6" LINE
"M
4
"
L
IN
E
MATCH LINE SEEMATCH EB OFF-RAMPWB ON-RAMP
R/W
R/W
R/W
R/
WMATCH LINE SEE SHEET EC-2LINE SEE SHEET EC-5EC-3SHEET EC-40.05 ACRES EROSION CONTROL (HYDROSEED)
0.06 ACRES EROSION CONTROL (HYDROSEED)
APPROVED FOR EROSION CONTROL WORK ONLY
1.37 ACRES EROSION CONTROL (HYDROSEED)
0.46 ACRES ROUGHEN SLOPE
0.46 ACRES EROSION CONTROL (HYDROSEED)
1.33 ACRES EROSION CONTROL (HYDROSEED)
1.33 ACRES ROUGHEN SLOPE
0.24 ACRES EROSION CONTROL (HYDROSEED)
0.24 ACRES ROUGHEN SLOPE
0.92 ACRES ROUGHEN SLOPE
0.92 ACRES EROSION CONTROL (HYDROSEED)
AREA 3-1
AREA 3-2
AREA 3-3
AREA 3-4
AREA 3-6
AREA 3-7
AREA 3-5
100
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
1234678558764321715710
1
710189710 2 3 4 715 6
673270543171024715
7
8
860850
860830840850840
850860FCFC FCFC
FCC840
850860"A" LINE
"M
4" LIN
E"M3" LINE
EB ROUTE 178
"M" LINEEB
O
FF-
R
A
M
PEB EB ON-RAMP
LI
N
E
"M5
" ON-RAMPMORNING DRIVER/W
R/WR/WR/WMATCH LINE SEE SHEET EC-5
MATCH LI
NE SEE SHEET EC-
6
EC-4
M
A
TC
H
L
IN
E SEE SH
EET EC
-12MATCH LINE SEE SHEET EC-30.15 ACRES EROSION CONTROL (HYDROSEED)
0.15 ACRES ROUGHEN SLOPE
0.07 ACRES EROSION CONTROL (HYDROSEED)
0.05 ACRES EROSION CONTROL (HYDROSEED)
APPROVED FOR EROSION CONTROL WORK ONLY
0.59 ACRES ROUGHEN SLOPE
0.59 ACRES EROSION CONTROL (HYDROSEED)
1.41 ACRES EROSION CONTROL (HYDROSEED)
1.41 ACRES ROUGHEN SLOPE
0.39 ACRES EROSION CONTROL (HYDROSEED)
0.39 ACRES ROUGHEN SLOPE
0.55 ACRES ROUGHEN SLOPE
0.55 ACRES EROSION CONTROL (HYDROSEED)
2.27 ACRES EROSION CONTROL (HYDROSEED)
2.27 ACRES ROUGHEN SLOPE
0.26 ACRES EROSION CONTROL (HYDROSEED)
0.26 ACRES ROUGHEN SLOPE
CONTROL (HYDROSEED)
0.52 ACRES EROSION
AREA 4-1
AREA 4-6
AREA 4-2
AREA 4-3
AREA 4-4
AREA 4-5
AREA 4-7
AREA 4-8
AREA 4-9
AREA 4-10
101
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
6576432196087
671543
4 3 2 1 720
987
6
7154
1710 32
710
1 23471568
6
085
0
8
4
0
8
30
8
2
0
860
850
840
850
860
840
850860CF F
870840C870
710 1 2 3 4 715 6 7 8
"A" LINE
WB ROUTE 178
"M1" LINE
"M" LINE"M6" LINE"M2" LI
NEMORNI
NG DRI
VEWB ON-RAMPWB OFF-RAMP
ONWB
RAMP-
R/WR/WR/WR/W
MATCH LINE SEE SHEET EC-6MATCH LINE SEE SHEET EC-4MAT
C
H
LI
NE
S
E
E
S
HE
E
T
E
C-
3
EC-5
MATCH LINE SEE SHEET EC-13
CONTROL (HYDROSEED)
0.76 ACRES EROSION
APPROVED FOR EROSION CONTROL WORK ONLY
2.07 ACRES EROSION CONTROL (HYDROSEED)
2.07 ACRES ROUGHEN SLOPE
0.30 ACRES EROSION CONTROL (HYDROSEED)
0.30 ACRES ROUGHEN SLOPE
0.50 ACRES EROSION CONTROL (HYDROSEED)
0.24 ACRES EROSION CONTROL (HYDROSEED)
0.24 ACRES ROUGHEN SLOPE
3.02 ACRES EROSION CONTROL (HYDROSEED)
3.02 ACRES ROUGHEN SLOPE
1.69 ACRES EROSION CONTROL (HYDROSEED)
1.69 ACRES ROUGHEN SLOPE
JUE
0.76 ACRES ROUGHEN SLOPE
AREA 5-1
AREA 5-2
AREA 5-3
AREA 5-4
AREA 5-5
AREA 5-6
AREA 5-7
102
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
987643219725720
7
8
634725217209
9
720
1 2
3
4 725 6 7 8
800810
810
830
820
800790820
8
3
0
820
810
800
F
F
F
F830820"M
1" LIN
EWB ROUTE 178
EB ROUTE 178
"M3" LINE
"A" LINEMATCH
MATCH LINE SEEWB OFF-RAMPEB ON-RAMP
R/W
R/W
R
/W
R/W MATCH LINE SEE SHEET EC-7LINE SEE SHEET EC-5EC-6SHEET EC-4APPROVED FOR EROSION CONTROL WORK ONLY
JUE
1.73 ACRES EROSION CONTROL (HYDROSEED)
1.73 ACRES ROUGHEN SLOPE
2.61 ACRES EROSION CONTROL (HYDROSEED)
2.61 ACRES ROUGHEN SLOPE
0.25 ACRES ROUGHEN SLOPE
0.25 ACRES EROSION CONTROL (HYDROSEED)
0.95 ACRES EROSION CONTROL (HYDROSEED)
0.95 ACRES ROUGHEN SLOPE
1.25 ACRES EROSION CONTROL (HYDROSEED)
AREA 6-1
AREA 6-2
AREA 6-5
AREA 6-3
AREA 6-4
103
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
770
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
32198764321740735730
750
770
780
760
780
760
790
780
770
770
760
750
790
F
F
F
F
F
740
F
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W
R/W
R/W
R/W MATCH LINE SEE SHEET EC-8MATCH LINE SEE SHEET EC-6EC-7
DRAINAGE EASEMENT
APPROVED FOR EROSION CONTROL WORK ONLY
JUE
2.36 ACRES EROSION CONTROL (HYDROSEED)
2.36 ACRES ROUGHEN SLOPE
1.15 ACRES EROSION CONTROL (HYDROSEED)
1.15 ACRES ROUGHEN SLOPE
1.73 ACRES EROSION CONTROL (HYDROSEED)
0.39 ACRES EROSION CONTROL (HYDROSEED)
AREA 7-1
AREA 7-2
AREA 7-3
AREA 7-4
104
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
76432198764755750745
740 730
740
730
F
F
F
F
F
730
F
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W R/W
R/WR/W MATCH LINE SEE SHEET EC-9MATCH LINE SEE SHEET EC-7EC-8
DRAINAGE EASEMENT
APPROVED FOR EROSION CONTROL WORK ONLY
0.54 ACRES EROSION CONTROL (HYDROSEED)
1.00 ACRES EROSION CONTROL (HYDROSEED)
1.00 ACRES ROUGHEN SLOPE
1.92 ACRES EROSION CONTROL (HYDROSEED)
0.92 ACRES EROSION CONTROL (HYDROSEED)
0.92 ACRES ROUGHEN SLOPE
AREA 8-1
AREA 8-2
AREA 8-4
AREA 8-3
105
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
700
710
720
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
98 760 1 2 3 4
765
6
7
8
720
720
720
FC
710
F
F F
C
700
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W
R/W
R/W
R/WMATCH LINE SEE SHEET EC-8MATCH LINE SEE SHEET EC-10EC-9
DRAINAGE EASEMENT
APPROVED FOR EROSION CONTROL WORK ONLY
1.20 ACRES EROSION CONTROL (HYDROSEED)
1.20 ACRES ROUGHEN SLOPE
1.51 ACRES EROSION CONTROL (HYDROSEED)
0.72 ACRES EROSION CONTROL (HYDROSEED)
0.72 ACRES ROUGHEN SLOPE
AREA 9-1
AREA 9-3
AREA 9-2
106
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
700
700
700
710
700
700
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
9 770 1
3
3
4
4
6
6
7
7
8
8
9
9
1
1
2
775
775
780
780
FC
700
700
710
700
F
C
700
CF
F
C
F
F
700
"A" LINE
R/W
R/W
R/W
R
/W
"A1" LINE
"A2" LINE
EC-10MATCH LINE SEE SHEET EC-9MATCH LINE SEE SHEET EC-11APPROVED FOR EROSION CONTROL WORK ONLY
0.92 ACRES EROSION CONTROL (HYDROSEED)
0.92 ACRES ROUGHEN SLOPE
0.70 ACRES ROUGHEN SLOPE
0.70 ACRES EROSION CONTROL (HYDROSEED)
2.21 ACRES EROSION CONTROL (HYDROSEED)
2.21 ACRES ROUGHEN SLOPE
1.01 ACRES EROSION CONTROL (HYDROSEED)
AREA 10-1
AREA 10-2
AREA 10-3
AREA 10-4
107
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
2
2 43
6
9
8
7
6
4
3
2
1
785
790
795
F
F
F
F
F
FCANTERIA DRI
VESTATE ROUTE 178
R/W
R/W
R/W
R/W
"A1" LINE
"A2" LINE
EC-11MATCH LINE SEE SHEET EC-100.11 ACRES ROUGHEN SLOPE
0.09 ACRES ROUGHEN SLOPE
BEDFORD GREEN DRIVE
APPROVED FOR EROSION CONTROL WORK ONLY
0.11 ACRES EROSION CONTROL (HYDROSEED)
0.09 ACRES EROSION CONTROL (HYDROSEED)
AREA 11-1
AREA 11-2
108
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
9
8
7
6
43
2
1
50
45
850
C
C
FC
FC"M" LINE
MORNING DRIVE
R/W R/W
R
/W
R/W
EC-12MATCH LINE SEE SHEET EC-40.14 ACRES EROSION CONTROL (HYDROSEED)
0.11 ACRES EROSION CONTROL (HYDROSEED)
APPROVED FOR EROSION CONTROL WORK ONLY
AREA 12-1
AREA 12-2
109
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
75
70
6
4
321
9
8
1
2
3
4
156840
850
830
820 850CF
F
C
C
F
F
F
F
C
"M" LINEAUBURN
S
T
R
E
E
T
MORNING DRIVE MORNINGSTAR AVELYRA COURT
MORNINGSTAR AVE"AS"
LI
NE
R/W
R/W
R/W
R/W
EC-13MATCH LINE SEE SHEET EC-5MATCH LINE SEE SHEET EC-14APPROVED FOR EROSION CONTROL WORK ONLY
1.26 ACRES EROSION CONTROL (HYDROSEED)
1.26 ACRES ROUGHEN SLOPE
0.02 ACRES EROSION CONTROL (HYDROSEED)
AREA 13-1
AREA 13-2
110
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
NOTE:JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL PLAN
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
SCALE: 1" = 50'BRIAN WRIGHTTIMOTHY HAYESFOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF
WAY ENGINEERING AT THE DISTRICT OFFICE.
442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
8580 98764321987
790F
FCFCFC
F CFFF
790
780
FC FCCC780780"M" LINE
MORNING DRIVE
R/W
R/W
R/W
R/W PANORAMA DRIVEEC-14MATCH LINE SEE SHEET EC-13APPROVED FOR EROSION CONTROL WORK ONLY
0.55 ACRES EROSION CONTROL (HYDROSEED)
0.55 ACRES ROUGHEN SLOPE
0.46 ACRES EROSION CONTROL (HYDROSEED)
AREA 14-1
AREA 14-2
111
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL QUANTITIES
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
BRIAN WRIGHTTIMOTHY HAYES442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
ECQ-1
EROSION CONTROL QUANTITIES
SHEET LOCATION
Rt
DESCRIPTION COMPOST MATERIALS
INCORPORATE HYDROSEED HYDROMULCH
EROSION CONTROL TYPE 2EC-1 X
Lt Med ACRESACRES ACRES ACRES ACRES
0.21 0.21 0.21 0.21
EROSION CONTROL TYPE 1X 0.48 0.48 0.48
EROSION CONTROL TYPE 2X 0.75 0.75 0.75 0.75
EROSION CONTROL TYPE 1X 0.66 0.66 0.66 0.66 0.66
EROSION CONTROL TYPE 1X 0.26 0.26 0.26 0.26 0.26
EROSION CONTROL TYPE 2X 0.02 0.02 0.02 0.02
EROSION CONTROL TYPE 2EC-2 X 0.09 0.09 0.09 0.09
EROSION CONTROL TYPE 1X 1.20 1.20 1.20
EROSION CONTROL TYPE 2X 1.55 1.55 1.55 1.55
EROSION CONTROL TYPE 1X 0.61 0.61 0.61 0.61
0.48
1.20
EROSION CONTROL TYPE 2EC-3 X 0.05 0.05 0.05 0.05
EROSION CONTROL TYPE 1X 0.92 0.92 0.92
EROSION CONTROL TYPE 2X 1.37 1.37 1.37 1.37
EROSION CONTROL TYPE 1X 0.46 0.46 0.46 0.46
0.92
EROSION CONTROL TYPE 2 0.06 0.06 0.06 0.06X
EROSION CONTROL TYPE 1X 1.33 1.33 1.33 1.33 1.33
EROSION CONTROL TYPE 1X 0.24 0.24 0.24 0.24 0.24
EROSION CONTROL TYPE 2EC-4
X
0.52 0.52 0.52 0.52
EROSION CONTROL TYPE 1 0.59 0.59 0.59
EROSION CONTROL TYPE 1
X
1.41 1.41 1.41 1.41
EROSION CONTROL TYPE 1X 0.39 0.39 0.39 0.39 0.39
0.59 0.59
EROSION CONTROL TYPE 2 0.05 0.05 0.05 0.05X
EROSION CONTROL TYPE 1X 0.15 0.15 0.15 0.15
EROSION CONTROL TYPE 2 0.07 0.07 0.07 0.07
AREA
4-1
4-2
4-3
4-4
4-5
4-6
4-7
4-8
4-9
4-10
1-1
1-2
1-3
1-4
1-6
1-5
2-1
2-2
2-3
2-4
3-1
3-2
3-3
3-4
3-5
3-7
3-6
1.41
X
X
EROSION CONTROL TYPE 1 0.55 0.55 0.55 0.55X0.55
EROSION CONTROL TYPE 1 2.27 2.27X 2.272.27 2.27
EROSION CONTROL TYPE 1X 0.26 0.26 0.26 0.26
EROSION CONTROL TYPE 2EC-5
X
0.50 0.50 0.50 0.50
EROSION CONTROL TYPE 1 0.30 0.30 0.30
EROSION CONTROL TYPE 1
X
2.07 2.07 2.07 2.07
EROSION CONTROL TYPE 1X 0.24 0.24 0.24 0.24
0.30
EROSION CONTROL TYPE 1 3.02 3.02X
EROSION CONTROL TYPE 1X 1.69 1.69 1.69 1.69
EROSION CONTROL TYPE 1 0.76 0.76 0.76 0.76
5-1
5-2
5-3
5-4
5-5
5-6
5-7
2.07
X
X
3.02 3.02 3.02
1.69
0.76
EROSION CONTROL TYPE 1EC-6
X
0.25 0.25
EROSION CONTROL TYPE 1 0.95
EROSION CONTROL TYPE 1 1.73
EROSION CONTROL TYPE 1
X
2.61
EROSION CONTROL TYPE 2 1.25
X
6-1
6-2
6-3
6-4
6-5
X 0.25 0.25 0.25
0.95 0.95 0.95 0.95
X
1.73 1.73 1.73 1.73
2.61 2.61 2.61 2.61
1.25 1.25 1.25
EROSION CONTROL TYPE 1EC-7
X
1.15
EROSION CONTROL TYPE 1 2.36
EROSION CONTROL TYPE 2 1.73
EROSION CONTROL TYPE 2
X
0.39X
7-1
7-2
7-3
7-4
X 1.15
2.36
1.73
0.39
1.15
2.36
1.15
2.36
1.73
0.39
1.15
2.36
1.73
0.39
EROSION CONTROL TYPE 1EC-8
X
0.92
EROSION CONTROL TYPE 1 1.00
EROSION CONTROL TYPE 2 1.92
EROSION CONTROL TYPE 2
X
0.54X
8-1
8-2
8-3
8-4
X 0.92
1.00
1.92
0.54
0.92
1.00
0.92
1.00
1.92
0.54
0.92
1.00
1.92
0.54
EROSION CONTROL TYPE 1EC-9
X
1.20
EROSION CONTROL TYPE 1 0.72
EROSION CONTROL TYPE 2 1.51X
9-1
9-2
9-3
X 1.20
0.72
1.51
1.20
0.72
1.51
1.20
0.72
1.51
1.20
0.72
EROSION CONTROL TYPE 1
X
0.70
EROSION CONTROL TYPE 1 0.92
EROSION CONTROL TYPE 2 1.01
EROSION CONTROL TYPE 1
X
2.21X
10-1
10-2
10-3
10-4
XEC-10 0.70
0.92
1.01
2.21
0.70
0.92
2.21
0.70
0.92
1.01
2.21
0.70
0.92
1.01
2.21
EROSION CONTROL TYPE 1
X
0.09
EROSION CONTROL TYPE 1 0.11
11-1
11-2
XEC-11 0.09
0.11
0.09
0.11
0.09
0.11
0.09
0.11
EROSION CONTROL TYPE 2
X
0.14
EROSION CONTROL TYPE 2 0.11
12-1
12-2
XEC-12
0.11 0.11 0.11
0.14 0.14 0.14
EROSION CONTROL TYPE 1
X
1.26
EROSION CONTROL TYPE 2 0.02
13-1
13-2
XEC-13 1.26
0.02
1.26 1.26
0.02
1.26
0.02
EROSION CONTROL TYPE 1
X
0.55
EROSION CONTROL TYPE 2 0.46
14-1
14-2
XEC-14 0.55
0.46
0.55
0.46
0.55
0.46
0.55
TOTAL 49.91 46.21 49.91 49.91
SLOPE (N)
ROUGHEN
-
112
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R00-00-00USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
6 Ker 178 R6.9/T9.2
EROSION CONTROL QUANTITIES
ROSEVILLE, CA 95678
SUITE 200
1075 CREEKSIDE RIDGE DR.
PSOMAS
BRIAN WRIGHTTIMOTHY HAYES442
BRIAN G.
WRIGHT
C59331
6-30-13
10-11-12
ECQ-2
SEED MIX
SEED (COMMON NAME)
BOTANTICAL NAME
(SLOPE MEASUREMENT)
SEED PER ACRE
POUNDS PURE LIVE
85
63
79
25
54
72
85
(MEADOW BARLEY)
HORDEUM BRACHYANTHERUM
(DEER GRASS)
MUHLENBERGIA MICROSPERMA
(PURPLE NEEDLE GRASS)
NASSELLA CERNUA
(PINE BLUEGRASS)
POA SECUNDA
(SMALL FESCUE)
VULPIA MICROSTACHYS
(MINIMUM)
PERCENT PLS **
2.00
6.00
2.00
2.00
5.00
6.00
8.00
67
63
72
72
(MEADOW BARLEY)
HORDEUM BRACHYANTHERUM
(SMALL FESCUE)
VULPIA MICROSTACHYS
6.00
5.00
** - MIN % PLS (PURE LIVE SEED) = SEED PURITY x GERMINATION RATETWO PART HYDROSEED APPLICATION(DETENTION BASIN HYDROSEED MIX)MIX 2TWO PART HYDROSEED APPLICATIONNON-IRRIGATION HYDROSEED MIXMIX 1 (CA NATIVE GRASSES)(CREEPING WILD RYE)
LEYMUS TRITICOIDES RIO
33.00
31.00TOTAL
TOTAL
EROSION CONTROL TYPE 1
RATE
APPLICATION
MATERIAL
ITEMSEQUENCE
STEP 1
DESCRIPTION TYPE
STEP 2
STEP 3
ROUGHEN SLOPE
COMPOST
INCORPORATE MATERIALS
HYDROSEED
COMPOST
COMPOST
MEDIUM 0.5 CY/ACRE
SEED
FIBER WOOD 3,500 LBS/ACRE
(FIRST APPLICATION)
STEP 4
(SECOND APPLICATION)
STEP 5 FIBER WOOD 1,600 LBS/ACREHYDROMULCH
WOOD 22.0 LBS/ACRE
3,000 LBS/ACRE
FIBER CELLULOSE 0.5 CYS/ACRE
TACKIFIER
COMMERCIAL FERTILAZER
EROSION CONTROL TYPE 2
RATE
APPLICATIONMATERIAL
ITEMSEQUENCE
STEP 1
DESCRIPTION TYPE
STEP 2
COMPOST
INCORPORATE MATERIALS
HYDROSEED
COMPOST
COMPOST
MEDIUM 0.5 CY/ACRE
SEED MIX 1
FIBER WOOD 3,500 LBS/ACRE(FIRST APPLICATION)
STEP 3
(SECOND APPLICATION)
STEP 4 FIBER WOOD 1,600 LBS/ACREHYDROMULCH
WOOD 22.0 LBS/ACRE
3,000 LBS/ACRE
FIBER CELLULOSE 0.5 CYS/ACRE
TACKIFIER
COMMERCIAL FERTILAZER
MIX*
FOR ALL OTHER AREAS USE MIX 1
* - FOR DETENTION BASINS USE MIX 2 (AREAS 1-4, 10-4, 14-1)
113
63 6.00
(PYGMY-LEAVED LUPINE)
LUPINUS BICOLOR
03-11-13
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
6.00
8.00
8.00
(IDAHO FESCUE)
FESTUCA IDAHOENSIS
1.00(CALIFORNIA POPPY)
ESCHSCHOLZIA CALIFORNICA
(MEADOW BARLEY)
HORDEUM BRACHYANTHERUM
(WHITE YARROW)
ACHILLEA MILLEFOLIUM
(SKY LUPINE)
LUPINUS NANUS
83
74 2.00
32.00
5.00
10.00
10.00
30.00
33.0 LBS/ACRE (MIX 2)
31.0 LBS/ACRE (MIX 1)
32.00
30.00
31.0 LBS/ACRE
32.00
REVISION DATE DESCRIPTION
SEED MIX MODIFICATION03/26/141
1
1
1
1
1
(PYGMY-LEAVED LUPINE)
LUPINUS BICOLOR 79
818.2
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
DIRT
DIRT
POOL
DIKE
DIKE
DIKE
DIKE
800
8 1 0780
810
810
830
790
800
790
840
820
KER-178
KER-178
820
830
830
790 800
790
G-1MATCH LINE SEE SHEET G-2"A" LINE
WB ROUTE 178
EB ROUTE 178
LA SALLE CtLA SALLE CtR/W
R/W
R/W
NOTE:
9
RW 1
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
BEGIN REMOVE BW FENCE
BEGIN CL-6 Mod FENCE
125.48' Lt "A" 678+74.54
BEGIN REMOVE BW FENCE
BEGIN CL-6 Mod FENCE
133.76' Rt "A" 678+74.28
REMOVE BW FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE ANGLE POINT
136.50' Rt "A" 679+63.08
12' CL-6 GATE
CL-6 Mod FENCE ANGLE POINT
426.83' Rt "A" 679+59.84
CL-6 Mod FENCE ANGLE POINT
426.83' Rt "A" 683+33.36
CL-6 Mod FENCE ANGLE POINT
148.03' Rt "A" 683+36.44
R/W
CL-6 Mod FENCE ANGLE POINT
171.50' Rt "A" 679+62.69
CL-6 Mod FENCE ANGLE POINT
183.03' Rt "A" 683+36.05
12' CL-6 GATE
CL-6 Mod FENCE
20' CL-6 GATE
20' CL-6 GATE
35'SEE DRAINAGE PLANS
DETENTION BASIN #1
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE DETAILS.
114
LEGEND:
ROCK BLANKET
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
810
820
FC C
C
C
C
820
820
810
800
F
840
830820
FCFC
830
840
32198764321680675670
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
DIRT
DIRT
DIRT
DIKE
DIKE
840
790
820
840
850
ASPH
ASPH
ASPH
DIRT
DIRT
CONC
DIRT
DIKE
DIKE
850840830
860
8
5
0
860
860
840
KER-178
850
810
800
830
850
840
840
G-2
"A" LINE
WB ROUTE
EB ROUTE
R/W
R/W
R/W
TCE TCER/W
NOTE:MATCH LINE SEE SHEET G-1MATCH LINE SEE SHEET G-3SW 1
ENVIRONMENTALLY SENSITIVE AREA
12' CL-6 GATE
CL-6 Mod FENCE REMOVE BW FENCE
REMOVE BW FENCE
BEGIN CL-6 Mod FENCE
125.01' Lt "A" 692+50.67
R/W
CL-6 Mod FENCE
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
DETAILS.
REMOVE BW FENCE
115
END CL-6 Mod FENCE
124.99' Lt "A" 685+00.00
FENCE
CL-6 Mod
REVISION DATE DESCRIPTION
76432198764695690685
ESA
860
840
860
850
860
F FC
C
C
C
840 850
850
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
REVISED SOUNDWALL ALIGNMENT & CL-6 Mod FENCE6/3/141
123.35' Lt "A" 685+38.67
ANGLE POINT CL-6 Mod FENCE
124.99' Lt "A" 685+28.81
1
DIRT PILES
DIRT PILES
ASPH
DIRT
DIRT
DIRT
ASPH
ASPH
TANK
DIKE DIKE
DIKE
87
0
860
870
860
KER-178
86086
0
"A" LINE
WB ROUTE 178
EB ROUTE 178
"M6" LINE
"M
4
" L
INE
MATCH LINE SEEMATCHEB OFF-RAMPWB ON-RAMP
R/W
R/W
R/W
G-3
NOTE:
R/W
MATCH LINE SEE SHEET G-2LINE SEE SHEET G-5SHEET G-4TCE
TCE
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
116
SEE NOTE 4
FROM JUNE 15 TO JANUARY 1.
4. THE AREA LOCATED WITHIN THE 250' RADIUS IS ONLY AVAILABLE
9876432198705700
7
6
705
4312700
1
2
3
4
67057898
9
860
860
870
880
860
860FCC
C
C
F
860
860CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
DIRT
DIRT
DIKE
850850830840850
860
860
850
850840830820870870
880
G-4
"A" LINE
"M
4" LI
N
E"M3" LINE
EB ROUTE 178
"M" LINEEB
O
FF-RA
M
PEB EB ON-RAMPON-RAMP
MORNING DRIVER/W
R/W
R/WMATCH LINE SEE SHEET G-3MATCH LINE SEE SHEET G-5
MATCH LINE SEE SHEET G-6M
A
T
C
H
L
IN
E SE
E SH
EE
T
G
-12R/W "M
5" LI
N
E12' CL-6 GATE
NOTE:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
END CL-6 Mod FENCE
57.63' Lt "M" 52+07.14
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE ANGLE POINT
103.75' Lt "M" 52+07.14
117
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C94041234678558764321715710
1
710189710 2 3 4 715 6
673270543171024715
7
8
860850
860830840850840
850860FCFC FCFC
FCC840
850860x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016JARED COLEHOON PARKSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C66188
6/30/14
A. COLE
JARED
DIRT PILES
DIRT PILES
ASPH
ASPH
DIRT
DIRT
DIRT
DIKE
870
880
880 860820870880MORNING DR860870 860850 8408
30810
870
860
850
G-5
710 1 2 3 4 715 6 7 8
"A" LINE
WB ROUTE 178
"M1" LINE
"M" LINE"M6" LINE"M2" LI
NEMORNI
NG DRI
VEWB ON-RAMPW
B OFF-RAM
PONWB
RAMP-
R/W
R/W
R/W
NOTE:
MATCH LINE SEE SHEET G-13
MAT
C
H
LI
NE
S
E
E
S
HE
E
T G-
3 MATCH LINE SEE SHEET G-6JUE
MATCH LINE SEE SHEET G-4
R/W
JUE
12' CL-6 GATE
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
BEGIN CL-6 Mod FENCE
63.62' Rt "M" 64+39.09
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE ANGLE POINT
255.61' Rt "M" 64+39.09
118
SEE NOTE 4
SEE NOTE 4
AVAILABLE FROM JUNE 15 TO JANUARY 1.
4. THE AREA LOCATED WITHIN THE 250' RADIUS IS ONLY
6576432196087
671543
4 3 2 1 720
987
6
7154
1710 32
710
1 2347156ESA
8
6
085
0
8
4
0
8
30
8
2
0
860
850
840
850
860
840
850860CF F
870840C870
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
DIRT
DIRT
DIRT
DIRT
ASPH
DIKE
DIKE
820810
810
800
790
KER-178
800 790
820
820800
G-6"M
1" LIN
EWB ROUTE 178
EB ROUTE 178
"M3" LINE
"A" LINEMATCH
MATCH LINE SEEWB OFF-RAMPEB ON-RAMP
R/W
R/W
R/W
R/W
NOTE:
JUE
JUE
SHEET G-7LINE SEE SHEET G-5MATCH LINE SEE SHEET G-71. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
119
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
987643219725720
7
8
634725217209
9
720
1 2
3
4 725 6 7 8
800810
810
830
820
800790820
8
3
0
820
810
800
F
F
F
F830820
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
DIRT
DIRT
DIRT PILE
DIRT
DIRT
DIRT
ASPH
DIKE
DIKE
8208
10800 7907807
7
0
7
6
0
750
780 770 760
750
780 770
760
760 750
KER-178
G-7
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W
R/W
R/W
R/W
DE
NOTE:
JUE
JUE
MATCH LINE SEE SHEET G-8MATCH LINE SEE SHEET G-6DE
F
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE REMOVE BW FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
120
32198764321740735730
750
770
780
760
780
760
790
780
770
770
760
750
790
F
F
F
F
F
740
F
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
GAS LINE
HP NATURAL
30" MOJAVE
CAUTION!
ASPH
DIRT
DIRT
DIKE
730
7
4
0
740
730
730740
730
720
KER-178
G-8
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W R/W
DE
DE
R/W R/W
NOTE:MATCH LINE SEE SHEET G-7MATCH LINE SEE SHEET G-91. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE REMOVE BW FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
121
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
76432198764755750745
740 730
740
730
F
F
F
F
F
730
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
GAS LINE
HP NATURAL
30" MOJAVE
CAUTION!
DIKE
DIKE
720
720
720
720
720
710
7
1
0720
720
730
720
G-9
"A" LINE
WB ROUTE 178
EB ROUTE 178
R/W
R/W
R/W
DE
DE
R/W
NOTE:MATCH LINE SEE SHEET G-8MATCH LINE SEE SHEET G-101. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
122
98 760 1 2 3 4
765
6
7
8
ESA
720
720
720
FC
710
F
F F
C
700
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
DIRT
PILES
ASPH
DIRT
DIRT
700
7
1
0
7
0
0
710
700700
690
700
KER-178
G-10
"A" LINE
EB ROUTE 178
R/W
R/W
NOTE:
"A1" LINE
"A2" LINE
MATCH LINE SEE SHEET G-9MATCH LINE SEE SHEET G-11WB ROUTE 178
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
12' CL-6 GATE
12' CL-6 GATE
CL-6 Mod FENCE
REMOVE BW FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
ENGINEERING AT THE DISTRICT OFFICE.
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
GREEN DRIVEBEDFORD
R/W
R/W
R/W
CL-6 Mod FENCE ANGLE POINT
124.01' Rt "A" 769+10.07
20'
CL-6 Mod FENCE ANGLE POINT
229.88' Rt "A" 769+94.20
CL-6 Mod FENCE ANGLE POINT
89' Rt "A" 771+48.43
CL-6 Mod FENCE ANGLE POINT
91.04' Rt "A2" 780+14.75
CL-6 Mod FENCE ANGLE POINT
293.06' Rt "A2" 781+01.27
CL-6 Mod FENCE ANGLE POINT
53.97' Rt "A2" 773+65.10
CL-6 Mod FENCE
SEE DRAINAGE PLANS
DETENTION BASIN #2
123
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
9 770 1
3
3
4
4
6
6
7
7
8
8
9
9
1
1
2
775
775
780
780
FC
700
700
710
700
F
C
700
CF
F
C
F
F
700
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
MISC
FP
FP
FP
FP
ASPH
ASPH
CONC
MISC
700
710710 710
720
710KER-178CANTERIA DRTRAFFIC
G-11
C
A
N
T
E
RI
A
D
RI
V
E
STATE ROUTE 178
R/W
"A1" LINE
MATCH LINE SEE SHEET G-10"A2" LINE
DRIVEBEDFORD GREEN
12' CL-6 GATE
12' CL-6 GATE
REMOVE BW FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE
CL-6 Mod FENCE ANGLE POINT
150.42' Lt "A1" 783+00.00
END CL-6 Mod FENCE
57' Lt "A1" 783+00.00
END CL-6 Mod FENCE
71' Rt "A1" 783+00.00
CL-6 Mod FENCE ANGLE POINT
179.04' Rt "A1" 783+00.00
NOTE:
ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
R/W
R/W
R/W R/W
124
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
2
2 43
6
9
8
7
6
4
3
2
1
785
790
795
F
F
F
F
F
F
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
DIRT
G-12
"M" LINE
MORNING DRIVE
R/W
R/W
R/W R/W
NOTE:MATCH LINE SEE SHEET G-41. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
12' CL-6 GATE CL-6 Mod FENCE
BEGIN CL-6 Mod FENCE
57.63' Rt "M" 48+54.85
CL-6 Mod FENCE ANGLE POINT
92.97' Rt "M" 48+54.85
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
DETAILS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
125
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
9
8
7
6
43
2
1
9
50
45
40
850
C
C
FC
FCx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
850.3DIRTDIRTASPHASPHDIRT8608
5
0
8
2
0840 ASPHASPHASPHASPHPOOLPOOLPOOL810800MORNING DR
8
4
0
830850
G-13
"M" LINEAUBURN
S
T
R
E
E
T
MORNING DRIVE
MORNINGSTAR Ave"AS
"
LI
NE
R/W
R/W
R/W
R/W
TCE R/W
NOTE:MORNINGSTAR AveTCE
TCE
R/W
MATCH LINE SEE SHEET G-5MATCH LINE SEE SHEET G-141. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
R/W
R/WLE
LE
LE
EXISTING TREES
PROTECT IN PLACE
12' CL-6 GATE
END CL-6 Mod FENCE
57.63' Lt "M" 68+02.59
CL-6 Mod FENCE ANGLE POINT
69.03' Rt "AS" 15+42.48
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
DETAILS.
4. FENCE SHOWN ALONG EXISTING DRAINAGE BASIN IS TO BE
REPLACED FOR CONSTRUCTION PURPOSES ONLY.
126
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-OC9404
75
70
6
4
321
9
8
1
2
3
4
156840
850
830
820 850CF
F
C
C
F
F
F
F
C
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
REMOVE EXISTING BASIN9/4/20141
END CL-6 Mod FENCE
68.50' Lt "AS" 15+67.49
CL-6 Mod FENCE ANGLE POINT
52.34' Lt "AS" 15+61.67
CL-6 Mod FENCE
CL-6 Mod FENCE ANGLE POINT
54.45' Lt "AS" 14+14.07
BEGIN CL-6 Mod FENCE
68.39' Lt "AS" 13+95.32
1
REMOVE BW FENCE
DIRTASPHDIRT PILEDIRT PILEDIRT PILEDIRT PILEASPHASPHASPHDIRTDIRTDIRTDIRTDIRTCONCCONC800790790
780790G-14MATCH LINE SEE SHEET 13"M" LINE
MORNING DRIVE
TCE
R/W
R/W
R/W
R/W
R/W
R/W
R/W
NOTE:
TCEPANORAMA DRIVETCETCE
ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
LE
R/W
2. ENGINEER TO DETERMINE EXACT GATE LOCATIONS.
3. SEE CONSTRUCTION DETAIL SHEETS FOR MODIFIED CL-6 FENCE
DETAILS.
CL-6 Mod FENCE
CL-6 Mod FENCE ANGLE POINT
69.91' Rt "M" 77+01.28
CL-6 Mod FENCE ANGLE POINT
72.63' Rt "M" 78+94.49
CL-6 Mod FENCE ANGLE POINT
421.98' Rt "M" 77+02.88
CL-6 Mod FENCE ANGLE POINT
421.11' Rt "M" 78+94.49
SEE DRAINAGE PLANS
RETENTION BASIN #3
127
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-OC9404
REVISION DATE DESCRIPTION
8580 98764321987
790F
FCFCFC
F CFFF
790
780
FC FCCC780780x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
CONTOUR GRADING
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR CONTOUR GRADING WORK ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/13
03/11/13
WADE BOECK
04/15/2016
9/4/2014 REVISED GRADING FOR RETENTION BASIN #31
12' CL-6 GATE
1
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
DIRT
DIRT
DIKE
DIKE
DIKE
DIKE
KER-178
KER-178
U-1MATCH LINE SEE SHEET U-2"A" LINE
WB ROUTE 178
EB ROUTE 178
NOTE:
UTILITYSYMBOL
(oh)
4.
3.
2.
1.
PG&E TRANSMISSION TOWER
ABBREVIATIONS:
R/W
R/W
R/W
LEGEND:
(oh)
ABANDONED BY OTHERS
AT&T TELEPHONE TO BE
115kV PG&E ELECTRIC
PG&E TRANSMISSION TOWER
115kV PG&E ELECTRIC
PG&E TRANSMISSION TOWER
ENGINEERING AT DISTRICT OFFICE
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
UNLESS OTHERWISE STATED.
ELEVATIONS SHOWN REFER TO THE TOP OF PIPE OR CONDUIT,
WATER
TELEPHONE
SEWER
GAS
FIBER OPTICS
ELECTRIC
UTILITY OWNERSHIP ON THIS PROJECT:
PRIOR TO CONSTRUCTION.
ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR
LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS
(oh)
(oh)
(OH)
R/W
LA SALLE COURTLA SALLE COURT(OH)
TRANSMISSION TOWER
ABANDON/REMOVE UTILITY
JOINT OVERHEAD (Prop)
JOINT OVERHEAD (Exist)
JOINT TRENCH (Prop)
JOINT TRENCH (Exist)
WATER (Exist)
OVERHEAD TELEPHONE (Exist)
TELEPHONE (Prop)
TELEPHONE (Exist)
SEWER (Exist)
GAS (Prop)
GAS (Exist)
OVERHEAD FIBER OPTIC (Exist)
FIBER OPTIC (Prop)
FIBER OPTIC (Exist)
OVERHEAD ELECTRIC (Prop)
OVERHEAD ELECTRIC (Exist)
ELECTRIC (Prop)
ELECTRIC (Exist)
STEEL WATER LINE
ENCSD 18" CML&C
EXTENDS ALONG RIGHT-OF-WAY TO THE WEST
ENCSD 18" CML&C STEEL WATER LINE
- CALIFORNIA WATER SERVICE COMPANY (CalW)
- EAST NILES COMMUNITY SERVICE DISTRICT (ENCSD)
- AT&T CALIFORNIA (AT&T)
- CITY OF BAKERSFIELD
- MOJAVE PIPELINE (MOJAVE)
- PACIFIC GAS & ELECTRIC (PG&E)
- SUNESYS, LLC (SUNESYS)
- BRIGHT HOUSE NETWORKS (BHN)
- AT&T CALIFORNIA (AT&T)
- SOUTHERN CALIFORNIA EDISON (SCE)
- PACIFIC GAS & ELECTRIC (PG&E)
204
PROPOSED
KILOVOLT
HIGH PRESSURE
DUCTILE IRON
CEMENT MORTAR LINED AND COATED
Prop
kV
HP
DI
CML&C
32198764321680675670
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
DIRT
DIRT
DIRT
DIKE
DIKE
ASPH
ASPH
ASPH
DIRT
DIRT
CONC
DIRT
DIKE
DIKE
KER-178
SCE TRANSMISSION TOWER
U-2
"A" LINE
WB ROUTE
EB ROUTE
NOTE:
SCE TRANSMISSION TOWERS
ENCSD 18" CML&C STEEL WATER LINE
R/W
R/W
R/WMATCH LINE SEE SHEET U-1MATCH LINE SEE SHEET U-3R/W
70kV PG&E ELECTRIC
220kV SCE ELECTRIC
220kV SCE ELECTRIC
TO BE ABANDONED BY OTHERS
AT&T TELEPHONE
220kV SCE ELECTRIC
220kV SCE ELECTRIC
TCE
SCE TRANSMISSION TOWER
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
2.
1.
SCE TRANSMISSION TOWER
SENSITIVE AREA
ENVIRONMENTALLY
PG&E TRANSMISSION TOWER
PG&E WOODEN POLE
PG&E WOODEN POLE
PG&E TRANSMISSION TOWER
205
SW 1 LOL
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
76432198764695690685
ESA
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
DIRT PILES
DIRT PILES
ASPH
DIRT
DIRT
DIRT
ASPH
ASPH
TANK
DIKE DIKE
DIKE
KER-178
U-3
"A" LINE
WB ROUTE 178
EB ROUTE 178
"M6" LINE
"M
4" L
IN
E
MATCH LINE SEEMATCHEB OFF-RAMPWB ON-RAMP
NOTE:
ENCSD RESERVOIR TANK
R/W
R/W
R/W
R/W
MATCH LINE SEE SHEET U-2SHEET U-4LINE SEE SHEET U-5TO BE ABANDONED BY OTHERS
AT&T TELEPHONE
TCE
2.
1.
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
STEEL WATER LINE
ENCSD 18" CML&C
206
INSTALLED BY OTHERS
STEEL WATER LINES
ENCSD 20" CML&C
INSTALLED BY OTHERS
ENCSD 14" PVC WATER LINE
9876432198705700
7
6
705
4312700
1
2
3
4
67057898
9
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
JASON FISCHERJASON LEMONSNO SCALESCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
AUSTIN GRAVES03/11/13
W. LEMONS
JASON
C66224
6/30/14
WADE BOECK
04/15/2016
DIRT
DIRT
DIKE
U-4
"A" LINE
"M
4" LI
N
E"M3" LINE
EB ROUTE 178
"M" LINEEB
O
FF-
R
A
M
PEB EB ON-RAMP
LI
N
E
"M5
" ON-RAMPMORNING DRIVENOTE:
3.
2.
1.
R/W
R/W
M
A
T
C
H
L
IN
E SE
E SH
EE
T
U
-12MATCH LINE SEE SHEET U-3MATCH LINE SEE SHEET U-5
MATCH LINE SEE SHEET U-6R/W
PG&E GAS TO BE INSTALLED BY OTHERS
PG&E ELECTRIC TO BE INSTALLED BY OTHERS
INSTALLED BY OTHERS
PG&E GAS VENT TO BE
SEE STAGE CONSTRUCTION SHEETS.
FOR TEMPORARY UTILITY ALIGNMENTS,
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
TO BE INSTALLED BY OTHERS
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
BY OTHERS
DURING STAGING
REMOVED
PP TO BE
BY OTHERS
DURING STAGING
PP TO BE REMOVED
TO BE INSTALLED BY OTHERS
PG&E ELECTRIC JUNCTION BOXES
INSTALLED BY OTHERS
BHN BOX TO BE
INSTALLED BY OTHERS
SUNESYS BOX TO BE
INSTALLED BY OTHERS
AT&T BOX TO BE
INSTALLED BY OTHERS
SUNESYS BOX TO BE
INSTALLED BY OTHERS
AT&T BOX TO BE
INSTALLED BY OTHERS
BHN BOX TO BE
TO BE INSTALLED BY OTHERS
PG&E ELECTRIC JUNCTION BOX
OTHERS
BE ABANDONED BY
FIBER OPTIC TO
SUNESYS
BY OTHERS
DURING STAGING
PP TO BE REMOVED
207
INSTALLED BY OTHERS
STEEL WATER LINES
ENCSD 20" CML&C
DURING STAGING BY OTHERS
ALL TO BE REMOVED
FOR TEMP PURPOSE
INSTALLED BY OTHERS
SUNESYS FIBER OPTIC
AT&T FIBER OPTIC
AND
EXIST 12kV PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
INSTALLED BY OTHERS
ENCSD 14" PVC WATER LINE
TO BE INSTALLED BY OTHERS
PG&E GAS
PG&E ELECTRIC
JOINT TRENCH
THIS SHEET
SEE DETAIL 'A'
INSTALLED BY OTHERS
STEEL WATER LINE
ENCSD 20" CML&C
REFER TO POTABLE WATER PLANS
20" CML&C STEEL PIPE
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
1234678558764321715710
1
710189710 2 3 4 715 6
673270543171024715
7
8
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
1PIPE (.109" THICK)
END 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 852.7
22.22' Rt "M3" 710+72.70
PIPE (.109" THICK)
END 18" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 852.7
21.53' Rt "M3" 710+69.76
PIPE (.109" THICK)
BEGIN 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 853.1
5.98' Lt "M3" 710+82.96
PIPE (.109" THICK)
BEGIN 18" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 853.1
6.67' Lt "M3" 710+80.02
NTS
DETAIL 'A'
1 2/28/14 MODIFIED UTILITY CROSSING
1
SEE DETAIL 'B'
1
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
NTS
DETAIL 'B'
12" CASING
PG&E GAS
12" CASING
PG&E ELECTRIC
30" CASING
JOINT
PIPE (.109" THICK)
END 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 854.2
63.41' Rt "M" 54+31.00
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 854.4
53.72' Rt "M" 54+27.17
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 854.3
56.70' Rt "M" 54+28.37
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 854.3
59.68' Rt "M" 54+29.59
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 852.5
56.74' Rt "M" 54+86.72
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 852.6
53.72' Rt "M" 54+85.60
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 852.5
59.76' Rt "M" 54+87.85
PIPE (.109" THICK)
END 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 852.4
63.53' Rt "M" 54+89.1655
PIPE (.109" THICK)
BEGIN 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 852.8
6.40' Lt "M3" 710+87.64
PIPE (.109" THICK)
END 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 852.3
21.79' Rt "M3" 710+77.38
1BEGIN 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 849.3
6.15' Lt "M3" 710+77.17
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 848.8
22.05' Rt "M3" 710+66.91
BEGIN 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 852.8
6.15' Lt "M3" 710+80.36
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 849.8
22.05' Rt "M3" 710+70.11
BEGIN 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 852.8
6.15' Lt "M3" 710+83.56
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 849.8
22.05' Rt "M3" 710+73.30
NTS
DETAIL 'A'
12" CASING
PG&E GAS
12" CASING
PG&E ELECTRIC
30" CASING
JOINT
2/28/14 MODIFIED UTILITY CROSSING
ADDITIONAL SHEET
0
207a
U-4a
DI
DI
DI
DIRT PILES
DIRT PILES
POLE
ASPH
ASPH
DIRT
DIRT
DIRT
DIKEMORNING DRU-5
710 1 2 3 4 715 6 7 8
"A" LINE
WB ROUTE 178
"M1" LINE
"M" LINE"M6" LINE
"M2" LI
NEMORNI
NG DRI
VEMORNING DRIVEWB ON-RAMPONWBRAMP-PM
A
R-FF
O
BW
R/W
R/W
R/W
R/W
MAT
C
H
LI
NE
S
E
E
S
HE
E
T U-
3
MATCH LINE SEE SHEET U-4 MATCH LINE SEE SHEET U-6MATCH LINE SEE SHEET U-13
BY OTHERS
TO BE ABANDONED
SUNESYS FIBER OPTIC
BY OTHERS
TO BE INSTALLED
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
BY OTHERS
TO BE INSTALLED
PG&E GAS
PG&E ELECTRIC
JOINT TRENCH
TO BE INSTALLED BY OTHERS
12kV PG&E ELECTRIC
TO BE INSTALLED BY OTHERS
PG&E GAS VENT
TO BE INSTALLED BY OTHERS
PG&E GAS
TO BE INSTALLED BY OTHERS
PG&E ELECTRIC
JUE
JUE
TO BE INSTALLED BY OTHERS
12kV PG&E ELECTRIC UG SHOO-FLY
TO BE INSTALLED BY OTHERS
12kV PG&E ELECTRIC
TO BE INSTALLED BY OTHERS
PG&E ELECTRIC JUNCTION BOX
TO BE RELOCATED BY OTHERS
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T TELEPHONE
PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
BY OTHERS
DURING STAGING
PP TO BE REMOVED
ABANDONED BY OTHERS
AT&T FIBER OPTIC TO BE
TO BE ABANDONED BY OTHERS
SUNESYS FIBER OPTIC CONDUIT
ABANDONED BY OTHERS
AT&T TELEPHONE TO BE
REMOVED BY OTHERS
AT&T TELEPHONE TO BE
BY OTHERS
STAGING
DURING
REMOVED
PPs TO BE
BY OTHERS
DURING STAGING
REMOVED
PP TO BE
STAGING BY OTHERS
PP TO BE REMOVED DURING
ABANDON MANHOLES
CITY OF BAKERSFIELD
INSTALLED BY OTHERS
AT&T BOX TO BE
BY OTHERS
BE INSTALLED
AT&T BOX TO
BY OTHERS
BE INSTALLED
BHN BOX TO
BY OTHERS
TO BE REMOVED
AT&T TELEPHONE
INSTALLED BY OTHERS
AT&T BOX TO BE
BY OTHERS
BE INSTALLED
SUNESYS BOX TO
INSTALLED BY OTHERS
BHN BOX TO BE
ABANDONED BY OTHERS
AT&T MANHOLE TO BE
INSTALLED BY OTHERS
JUNCTION BOX TO BE
PG&E ELECTRIC
TO BE INSTALLED BY OTHERS
PG&E ELECTRIC JUNCTION BOX
INSTALLED BY OTHERS
PG&E ELECTRIC TO BE
STAGING BY OTHERS
TO BE REMOVED DURING
AT&T FIBER OPTIC
12kV PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
208
BY OTHERS
DURING STAGING
ALL TO BE REMOVED
FOR TEMP PURPOSE
INSTALLED BY OTHERS
SUNESYS FIBER OPTIC
AT&T FIBER OPTIC
AND
12kV PG&E ELECTRIC
EXIST
JOINT OVERHEAD (AERIAL)
DURING STAGING BY OTHERS
PP TO BE INSTALLED
TO BE INSTALLED BY OTHERS
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
SEE DETAIL 'B'
ON THIS SHEET
REFER TO POTABLE WATER PLANS
20" CML&C STEEL PIPE
INSTALLED BY OTHERS
AT&T BOX TO BE
TO BE INSTALLED BY OTHERS
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
SEE STAGE CONSTRUCTION SHEETS.
FOR TEMPORARY UTILITY ALIGNMENTS,
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
NOTE:
3.
2.
1.
DESCRIPTIONDATEREVISION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404 6576432196087
671543
4 3 2 1 720
987
6
7154
1710 32
710
1 2347156ESA
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
2/28/14 MODIFIED UTILITY CROSSING1
1
NTS23
4
DETAIL 'B'
PIPE (.109" THICK)
BEGIN 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 864.5
72.86' Rt "M" 61+63.13
PIPE (.109" THICK)
BEGIN 18" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 864.5
69.70' Rt "M" 61+53.48
PIPE (.109" THICK)
END 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 863.8
80.13' Rt "M" 62+98.21
PIPE (.109" THICK)
END 18" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 863.8
77.13' Rt "M" 62+98.41
1
12" CASING
PG&E GAS
12" CASING
PG&E ELECTRIC
30" CASING
JOINT
PIPE (.109" THICK)
BEGIN 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 864.0
87.55' Rt "M" 61+63.09
PIPE (.109" THICK)
END 30" CORRUGATED STEEL
MAX TOP OF PIPE Elev = 859.3
86.86' Rt "M" 62+97.67
BEGIN 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 860.8
69.70' Rt "M" 61+53.48
BEGIN 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 864.2
72.70' Rt "M" 61+53.44
BEGIN 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 864.1
75.70' Rt "M" 61+53.41
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 859.3
77.13' Rt "M" 62+98.41
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 859.3
80.12' Rt "M" 62+98.17
SEE STAGE CONSTRUCTION SHEETS.
FOR TEMPORARY UTILITY ALIGNMENTS,
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
NOTE:
3.
2.
1.
END 12" STEEL PIPE (.25" THICK)
MAX TOP OF PIPE Elev = 859.3
83.11' Rt "M" 62+97.93
NTS
DETAIL 'B'
DESCRIPTIONDATEREVISION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
3
4
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
2/28/14 MODIFIED UTILITY CROSSING0
208a
U-5a
DIRT
DIRT
DIRT
DIRT
ASPH
DIKE
DIKE
KER-178
DI
U-6"M
1" LI
NEWB ROUTE 178
EB ROUTE 178
"M3" LINE
"A" LINEMATCH
MATCH LINE SEE WB OFF-RAMPEB ON-RAMP
NOTE:
R/W
R/W
R/W
R/WSHEET U-7LINE SEE SHEET U-5MATCH LINE SEE SHEET U-7ABANDONED BY OTHERS
AT&T TELEPHONE TO BE
JUE
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
2.
1.
JUE
PP PP
PP
INSTALLED BY OTHERS
AT&T BOX TO BE
TO BE INSTALLED BY OTHERS
AT&T TELEPHONE
TO BE INSTALLED BY OTHERS
12kV PG&E ELECTRIC
209
FOR APPROXIMATELY 1700 FT TO THE EAST
TO BE REPLACED BY OTHERS
AT&T FIBER OPTIC
TO REMAIN AND
EXIST 12kV PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
987643219725720
7
8
634725217209
9
720
1 2
3
4 725 6 7 8
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
DIRT
DIRT
DIRT
DIRT
ASPH
DIKE
DIKE
KER-178
U-7
"A" LINE
WB ROUTE 178
EB ROUTE 178
NOTE:
R/W
R/W
R/W
DE
MATCH LINE SEE SHEET U-6MATCH LINE SEE SHEET U-8LOCATION ELEVATION METHOD
POSITIVE LOCATION INFORMATION
1
No.
1
2
3 4
R/W
ABANDONED BY OTHERS
AT&T TELEPHONE TO BE
JUE
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
2.
1.
JUE
RELOCATED BY OTHERS
AT&T BOX TO BE
INSTALLED BY OTHERS
AT&T BOX TO BE
TO BE INSTALLED BY OTHERS
AT&T TELEPHONE
210
2
3
4
439.1' Lt "A" 737+90.4
175.8' Lt "A" 738+92.4
151.6' Lt "A" 739+82.8
745.6 POTHOLING
POTHOLING743.5
POTHOLING741.9
POTHOLING740.4
247.8' Lt "A" 738+22.7
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
32198764321740735730
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
GAS LINE
HP NATURAL
30" MOJAVE
CAUTION!
EXTREME
ASPH
DIRT
DIRT
DIKE
KER-178
U-8
"A" LINE
WB ROUTE 178
EB ROUTE 178
NOTE:
DE
R/W
DE
R/W
R/WMATCH LINE SEE SHEET U-7MATCH LINE SEE SHEET U-9LOCATION ELEVATION METHOD
POSITIVE LOCATION INFORMATION
No.
5 6
7
8 9AT&T TELEPHONE
R/W
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
2.
1.
211
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
76432198764755750745
5
6
7
8
9
149.1' Lt "A" 744+68.8
149.9' Lt "A" 749+51.1
150.8' Lt "A" 750+51.9
150.3' Lt "A" 751+50.6
150.1' Lt "A" 756+47.2
POTHOLING730.5
POTHOLING723.2
POTHOLING721.6
POTHOLING719.9
POTHOLING721.4
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
GAS LINE
HP NATURAL
30" MOJAVE
CAUTION!
EXTREME
UB
DIKE
DIKE
U-9
"A" LINE
WB ROUTE 178
EB ROUTE 178
NOTE:
DE
R/W
MATCH LINE SEE SHEET U-8MATCH LINE SEE SHEET U-1010 154.0' Lt "A" 761+46.3 POTHOLING714.5
LOCATION ELEVATION METHOD
POSITIVE LOCATION INFORMATION
No.
R/W
R/W
R/W
10
AT&T TELEPHONE
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
2.
1.
CITY OF BAKERSFIELD SEWER
CITY OF BAKERSFIELD SEWER MH
212
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
98 760 1 2 3 4
765
6
7
8
ESA
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
GAS LINE
HP NATURAL
30" MOJAVE
CAUTION!
EXTREME
DIRT
PILES
ASPH
DIRT
DIRT
ASPH
KER-178
U-10
"A" LINE
NOTE:
WB ROUTE 178
EB ROUTE 178
R/W
R/W
R/WMATCH LINE SEE SHEET U-9MATCH LINE SEE SHEET U-11AT&T TELEPHONE
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
2.
1.
CITY OF BAKERSFIELD SEWER
"A1" LINE
"A2" LINE
BEDFORD GREEN DRIVE
R/W
12" CalW DI WATER LINE
CITY OF BAKERSFIELD SEWER MH
CITY OF BAKERSFIELD SEWER MH
213
9 770 1
3
3
4
4
6
6
7
7
8
8
9
9
1
1
2
775
775
780
780
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
GAS LINE
HP NATURAL
30" MOJAVE
CAUTION!
EXTREME
MISC
FP
FP
FP
FP
UB
TS
TS
TS
ASPH
ASPH
CONC
PIPES
MISC
CB
KER-178CANTERIA DRTRAFFIC
U-11
C
A
N
T
E
RI
A
D
RI
V
E
NOTE:
EB ROUTE 178
WB ROUTE 178
R/W
MATCH LINE SEE SHEET U-10CITY OF BAKERSFIELD SEWER
AT&T TELEPHONE
AT&T TELEPHONE
"A1" LINE
"A2" LINE
BEDFORD GREEN DRIVE
R/W
R/W
R/W
12" CalW DI WATER LINE
GRADE BY OTHERS
TO BE ADJUSTED TO
VALVE COVERS
CalW WATER
TO BE ADJUSTED TO GRADE BY OTHERS
CalW WATER VALVE COVERS
SEWER MH
CITY OF BAKERSFIELD
SEE NOTE 3
ADJUST MANHOLE TO GRADE
CITY OF BAKERSFIELD SEWER
STANDARD PLAN SW-6.
CONFORM TO CITY OF BAKERSFIELD
PLAN SW-2. FRAMES AND COVERS SHALL
AS PER CITY OF BAKERSFIELD STANDARD
RECONSTRUCT SEWER MANHOLE TYPE "A"
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
3.
2.
1.
ALONG RIGHT-OF-WAY TO THE EAST
12" CalW DI WATER LINE EXTENDS
214
12" CalW DI WATER LINE
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
2
2 43
6
9
8
7
6
4
3
2
1
785
790
795
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
GAS LINE
HP NATURAL
30" MOJAVE
CAUTION!
EXTREME
U-12
"M" LINE
MORNING DRIVE
NOTE:
R/W
R/W MATCH LINE SEE SHEET U-4DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
2.
1.
R/W
BY OTHERS
TO BE INSTALLED
SUNESYS BOX
BY OTHERS
TO BE INSTALLED
BHN BOX
BY OTHERS
TO BE ABANDONED
SUNESYS FIBER OPTIC
BY OTHERS
TO BE INSTALLED
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
BY OTHERS
TO BE INSTALLED
PG&E GAS
PG&E ELECTRIC
JOINT TRENCH
BY OTHERS
PP REMOVED
CONSTRUCTION BY OTHERS
MORNING DRIVE ROADWAY
BY OTHERS
TO BE INSTALLED
AT&T BOX
INSTALLED BY OTHERS
GUY POLE
INSTALLED BY OTHERS
PG&E POLE AND GUYS
INSTALLED BY OTHERS
PG&E POLE AND GUYS
INSTALLED BY OTHERS
PG&E ELECTRIC CONDUIT
INSTALLED BY OTHERS
JUNCTION BOX
BY OTHERS
GUYS INSTALLED
PG&E POLE AND
R/W
INSTALLED BY OTHERS
PG&E ELECTRIC
INSTALLED BY OTHERS
GUY POLE
BY OTHERS
INSTALLED
PG&E ELECTRIC
FOR APPROX. 100 FT FURTHER TO THE SOUTH
TO BE INSTALLED BY OTHERS
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
215
BY OTHERS
DURING STAGING
ALL TO BE REMOVED
FOR TEMP PURPOSE
INSTALLED BY OTHERS
SUNESYS FIBER OPTIC
AT&T FIBER OPTIC
AND
EXIST 12kV PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
INSTALLED BY OTHERS
ENCSD 14" PVC WATE LINE
INSTALLED BY OTHERS
STEEL WATER LINE
ENCSD 20" CML&C
INSTALLED BY OTHERS
ENCSD WATER 14" AND 20" LINES
9
8
7
6
43
2
1
9
50
45
40
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
DIRTDIRTASPHASPHDIRTASPHASPHASPHASPHPOOLPOOLPOOLMORNING DR
U-13
"M" LINEAUBURN
S
T
R
E
E
T
LYRA
COURT
"AS"
LI
NE
NOTE:
R/W
R/W
R/W
R/W
R/W
MATCH LINE SEE SHEET U-5MATCH LINE SEE SHEET U-14TCE
TCE
R/W
PB
PB
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
12" CalW WATER
TO BE INSTALLED BY OTHERS
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH 8" CalW WATER
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
PG&E GAS
PG&E ELECTRIC
JOINT TRENCH
MORNING DRIVE
LE
MORNINGSTAR AVENUE6" PG&E GAS
"M" LINE
BY OTHERS
TO BE INSTALLED
PG&E GAS
PG&E ELECTRIC
JOINT TRENCH
BY OTHERS
TO BE INSTALLED
PG&E GAS
PG&E ELECTRIC
JOINT TRENCH
INSTALLED BY OTHERS
PG&E ELECTRIC TO BE
INTO EXISTING BY OTHERS
PG&E GAS TO BE CONNECTED
END JOINT TRENCH
TO BE INSTALLED BY OTHERS
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
R/W
INSTALLED BY OTHERS
PG&E ELECTRIC TO BE
INTO EXISTING BY OTHERS
PG&E GAS TO BE CONNECTED
END JOINT TRENCH
R/W
BY OTHERS
TO BE RELOCATED
PG&E VAULT
CalW WVs
GAS
6" PG&E
CalW WV
FH
CalW
TCE
DURING STAGING BY OTHERS
PP TO BE REMOVED
8" CalW WATER
AND FIBER OPTIC
AT&T TELEPHONE
3.
2.
1.
CONSTRUCTION STAGING
CLEARANCE DURING
CAUTION! LOW OVERHEAD
WVs
CalW
AND FIBER OPTIC
AT&T TELEPHONE
CalW FH
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
INSTALLED BY OTHERS
BHN BOX TO BE
INSTALLED BY OTHERS
AT&T BOX TO BE
TO GRADE BY OTHERS
COVER TO BE ADJUSTED
CalW WATER VALVE
PG&E ELECTRIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
BHN FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
BY OTHERS
INSTALLED
TO BE
PG&E VAULT
RELOCATED BY OTHERS
AT&T VAULT TO BE
RELOCATED BY OTHERS
AT&T CABINET TO BE
BY OTHERS
INSTALLED
TO BE
VAULTS
PG&E
BY OTHERS
INSTALLED
TO BE
ELECTRIC
PG&E
BY OTHERS
TO BE INSTALLED
SUNESYS BOX
BY OTHERS
DURING STAGING
PP TO BE REMOVED
BY OTHERS
TO BE INSTALLED
PG&E GAS
PG&E ELECTRIC
JOINT TRENCH
SEWER
BAKERSFIELD
CITY OF
SEE NOTE 3
TO GRADE
MANHOLE
ADJUST
SEWER
BAKERSFIELD
CITY OF
SEE NOTE 3
TO GRADE
MANHOLE
SEWER ADJUST
CITY OF BAKERSFIELD
STAGING BY OTHERS
TO BE REMOVED DURING
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T TELEPHONE
12kV PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
STANDARD PLAN SW-6.
CONFORM TO CITY OF BAKERSFIELD
PLAN SW-2. FRAMES AND COVERS SHALL
AS PER CITY OF BAKERSFIELD STANDARD
RECONSTRUCT SEWER MANHOLE TYPE "A"
DISTRICT OFFICE.
CONTACT RIGHT OF WAY ENGINEERING AT
FOR ACCURATE RIGHT OF WAY DATA,
PRIOR TO CONSTRUCTION.
SHALL BE VERIFIED BY THE CONTRACTOR
ON THESE PLANS ARE APPROXIMATE AND
LOCATION OF UTILITY FACILITIES SHOWN
BY OTHERS
TO BE INSTALLED
JUNCTION BOX
PG&E ELECTRIC
ADJUSTED TO GRADE BY OTHERS
CalW WATER VALVE COVER TO BE
SEE NOTE 3
ADJUST MANHOLE TO GRADE
CITY OF BAKERSFIELD SEWER
SEWER
CITY OF BAKERSFIELD
SEE NOTE 3
MANHOLE TO GRADE
SEWER ADJUST
CITY OF BAKERSFIELD
BHN PB
SCALE: 1" = 20'
DETAIL 'C'
STAGING BY OTHERS
TO BE REMOVED DURING
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T TELEPHONE
12kV PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
BY OTHERS
DURING STAGING
PP TO BE REMOVED
216
TOFROMTOFROMFROMTOSTAGING BY OTHERS
PP TO BE REMOVED DURING
ON THIS SHEET
SEE DETAIL 'C'
INSTALLED BY OTHERS
12" CalW WATER
TO BE INSTALLED BY OTHERS
AT&T TELEPHONE
REFER TO POTABLE WATER PLANS
20" CML&C STEEL PIPE
75
70
6
4
321
9
8
1
2
3
4
156CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVES75
WADE BOECK
04/15/2016
ASPHDIRT PILEASPHASPHASPHDIRTDIRTDIRTDIRTCONCU-14
"M" LINE
MORNING DRIVE
NOTE:
R/W
R/WPANORAMA DRIVEMATCH LINE SEE SHEET U-13R/W
R/W
6" PG&E GAS
12kV PG&E ELECTRIC
18" CalW DI WATER
TO BE RELOCATED BY OTHERS
PG&E CABINET
PP
PP
6" PG&E GAS
TO BE ABANDONED BY OTHERS
AT&T TELEPHONE AND FIBER OPTIC
LE
TCE
CalW WVs
CalW FH
CalW FH
BY OTHERS
RELOCATED
PP TO BE
AT&T PB
CalW MH
PP
WVs
CalW
BY OTHERS
TO BE REMOVED
AND FIBER OPTIC
AT&T TELEPHONE
BY OTHERS
BE INSTALLED
AT&T VAULT TO
AT&T FIBER OPTIC
PP
18" CalW DI WATER INSTALLED BY OTHERS
AT&T VAULT TO BE
BY OTHERS
BE INSTALLED
SUNESYS BOX TO
INTO EXISTING BY OTHERS
BHN FIBER OPTIC TO BE CONNECTED
INTO EXISTING BY OTHERS
TO BE CONNECTED
SUNESYS FIBER OPTIC
END JOINT TRENCH
BY OTHERS
INSTALLED
AT&T TO BE
TO GRADE BY OTHERS
CalW WATER VALVE COVER TO BE ADJUSTED
ADJUSTED TO GRADE BY OTHERS
CalW WATER VALVE COVER TO BE
ADJUSTED TO GRADE BY OTHERS
CalW WATER VALVE COVER TO BE
GRADE BY OTHERS
TO BE ADJUSTED TO
CalW WATER VALVE COVER
INSTALLED BY OTHERS
GUY POLE TO BE
WATER
12" CalW
REPLACED BY OTHERS
PG&E ELECTRIC TO BE
R/W
217
ADJUSTED TO GRADE BY OTHERS
AT&T UTILITY COVER TO BE
RELOCATED BY OTHERS
PG&E BOX TO BE
RISER
ELECTRICAL
INSTALLED BY OTHERS
PG&E ELECTRIC TO BE
SCALE: 1" = 20'
DETAIL 'D'
ADJUSTED TO GRADE BY OTHERS
AT&T UTILITY COVER TO BE
RELOCATED BY OTHERS
PEDESTAL TO BE
BHN CABINET/POWER
BY OTHERS
BHN BOX TO BE INSTALLED
DURING STAGING BY OTHERS
PP TO BE RELOCATED
SCALE: 1" = 20'
DETAIL 'E'
BE INSTALLED BY OTHERS
PG&E ELECTRIC TO
DURING STAGING BY OTHERS
PP TO BE RELOCATED
SEWER
BAKERSFIELD
CITY OF
BY OTHERS
TO BE INSTALLED
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
R/W
R/W
SEE NOTE 3
ADJUST MANHOLE TO GRADE
CITY OF BAKERSFIELD SEWER
DURING STAGING BY OTHERS
PP TO BE REMOVED
CITY OF BAKERSFIELD SEWER MH
MANHOLE TO GRADE SEE NOTE 3
CITY OF BAKERSFIELD SEWER ADJUST
CITY OF BAKERSFIELD SEWER MH
DURING STAGING BY OTHERS
PP TO BE REMOVED
PP TO BE REMOVED DURING STAGING BY OTHERS
150 FT TO THE NORTH
AT&T FACILITIES APPROX.
TO CONNECT INTO EXISTING
SOLELY OWNED TRENCH
3.
2.
1.
OF BAKERSFIELD STANDARD PLAN SW-6.
FRAMES AND COVERS SHALL CONFORM TO CITY
CITY OF BAKERSFIELD STANDARD PLAN SW-2.
RECONSTRUCT SEWER MANHOLE TYPE "A" AS PER
RIGHT OF WAY ENGINEERING AT DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
PLANS ARE APPROXIMATE AND SHALL BE VERIFIED
LOCATION OF UTILITY FACILITIES SHOWN ON THESE R/W
R/W
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T TELEPHONE
12kV PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
AND FIBER OPTIC
AT&T TELEPHONE
BY OTHERS
TO BE INSTALLED
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
R/W
TCE
TO BE INSTALLED BY OTHERS
12kV PG&E ELECTRIC
PG&E GAS METER
TO BE REMOVED BY OTHERS DURING STAGING
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T TELEPHONE
12kV PG&E ELECTRIC
JOINT OVERHEAD (AERIAL)
BY OTHERS
TO BE INSTALLED
SUNESYS FIBER OPTIC
BHN FIBER OPTIC
AT&T FIBER OPTIC
AT&T TELEPHONE
JOINT TRENCH
TO BE INSTALLED BY OTHERS
12kV PG&E ELECTRIC
AT&T FIBER OPTIC TO BE INSTALLED BY OTHERS
PP TO BE REMOVED DURING STAGING BY OTHERS
90
T
OFROM
TOFROMTOFROMFROM
T
OT
OFROMON THIS SHEET
SEE DETAIL 'D'
ON THIS SHEET
SEE DETAIL 'E'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
8580 98764321987
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SCALE: 1" = 50'
UTILITY PLAN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
APPROVED FOR UTILITY INFORMATION ONLYALLISON FLEMING05/15/15
442
W. LEMONS
JASON
C66224
6/30/14
AUSTIN GRAVESWADE BOECK
04/15/2016
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSUMMARY OF QUANTITIES
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
05/15/15
442
R. FISCHER
JASON
C78608
9/30/15
03/11/13
NUMBER
SHEET
NUMBER
SECTION
STRUCTURAL
LINE STATION (N)
SQFT
(N)
CF TON
TON
(FOG SEAL COAT)
ASPHALTIC EMULSION
HOT MIX ASPHALT (TYPE A)
LINE STATION
CLASS 2 AGGREGATE BASE
(N)
SQFT CY
NUMBER
SECTION
STRUCTURAL
TOTAL
NUMBER
SHEET
PLACE HOT MIX ASPHALT DIKE
LINE Rt/Lt STATION
TOTAL
NUMBER
SHEET
2 "A"676+50.79 TO 705+13.67
"A"
"A1"
"A2"
"M"
"AS"
"M1"
"M2"
"M3"
"M4"
"M5"
703+09.12 TO 772+42.73
772+42.73 TO 785+49.62
713+38.79 TO 725+57.63
714+87.75 TO 723+83.93
710+92.64 TO 722+62.66
703+09.76 TO 713+21.02
705+59.54 TO 711+33.99
46+95.36 TO 88+36.05
1
1
6
5
5
6
L-10, L-11
L-4, L-6
64,007
20,431
36,731
32,665
42,770
47,778
16,121
44,805
12,258
21,704
19,599
25,216
28,323
9,673
32,799
3,366
3,592
14,147
1,630
1,472
1,893
2,126
L-1 TO L-3
-
3.0
6.9
0.3
0.4
0.3
0.5
0.4
0.2
L-3 TO L-10 622,150 435,505
L-10 772+42.73 TO 782+13.01 68,351 47,846 0.2
L-4, L-5, L-12 TO L-14 314,378 188,627
L-13 12+80.00 TO 15+83.13 919 -
L-5, L-6 6, 7
L-5
6, 7
L-3, L-4 6, 7
L-4 726
6 "M6"705+13.97 TO 715+52.63 35,843 21,506 0.4L-3, L-5 1,613
L-1, L-2 8 "A"676+50.79 TO 686+15.00 49,776 9,955
8 "M"45,970 9,194L-13, L-14 76+39.45 TO 88+36.05
747 -
690 -
2 "A"
"A"
"A1"
"A2"
"M"
"AS"
"M1"
"M2"
"M3"
"M4"
"M5"
1
1
6
5
5
6
L-10, L-11
L-4, L-6
L-1 TO L-3
L-3 TO L-10
1, 3
L-10
L-4, L-5, L-12 TO L-14
L-13
L-5, L-6 6, 7
L-5
6, 7
L-3, L-4 6, 7
L-4
6 "M6"L-3, L-5
676+50.79 TO 705+13.67
703+09.12 TO 772+42.73
713+38.79 TO 725+57.63
714+87.75 TO 723+83.93
710+92.64 TO 722+62.66
703+09.76 TO 713+21.02
705+59.54 TO 711+33.99
46+95.36 TO 88+36.05
772+42.73 TO 782+13.01
12+80.00 TO 15+83.13
705+13.97 TO 715+52.63
262,133
64,007
20,431
36,731
32,665
42,770
47,778
16,121
622,150
68,351
314,378
35,843
2,252
1,114
1,028
1,290
1,461
2,405
1,128
9,709
21,890
9,315
NUMBER
SHEET LINE STATION
JOINTED PLAIN CONCRETE PAVEMENT
(N)
SQFT
L-10, L-11 "A1"
LINE STATION (N)
SQFT CY
NUMBER
SECTION
STRUCTURAL
TOTAL
NUMBER
SHEET
2 "A"
"A"
"A1"
"A2"
"M"
"AS"
"M1"
"M2"
"M3"
"M4"
"M5"
1
1
6
5
5
6
L-10, L-11
L-4, L-6
L-1 TO L-3
L-3 TO L-10
1, 3
L-10
L-4, L-5, L-12 TO L-14
L-13
L-5, L-6 6, 7
L-5
6, 7
L-3, L-4 6, 7
L-4
6 "M6"L-3, L-5
676+50.79 TO 705+13.67
703+09.12 TO 772+42.73
713+38.79 TO 725+57.63
714+87.75 TO 723+83.93
710+92.64 TO 722+62.66
703+09.76 TO 713+21.02
705+59.54 TO 711+33.99
46+95.36 TO 88+36.05
772+42.73 TO 782+13.01
12+80.00 TO 15+83.13
705+13.97 TO 715+52.63
262,133
64,007
20,431
36,731
32,665
42,770
47,778
16,121
622,150
68,351
314,378
35,843
2,726
1,508
1,391
1,746
1,976
2,911
1,527
12,136
26,499
12,226
CLASS 2 AGGREGATE SUBBASE
605
508
52,706
795
687
66,430
781+45.90 TO 783+21.02
TOTAL
11,686
11,686
2,060
2,060433
433
(CY)
JPCP
(LF)
TYPE C
(LF)
TYPE E
(LF)
TYPE F
Rt
Rt
Rt
Lt
676+05.78 TO 676+77.86
681+35.00 TO 682+69.83
697+85.50 TO 698+48.00
730+29.00 TO 731+03.00
676+77.86 TO 677+40.36
698+48.00 TO 698+98.00
756+19.00 TO 756+81.50
"A"
"A"
"A"
"A"
Lt
Rt
Lt
713+38.79 TO 713+86.66
731+03.00 TO 756+19.00
677+40.36 TO 697+85.50
"M1"
"A"
"A"
Lt
Rt 703+09.12 TO 710+79.89
708+25.00 TO 710+00.00"M5"
"A"
L-1
L-1
L-3
L-7
L-1
L-3
L-3, L-5
L-5
L-5, L-6
L-7, L-8
L-3, L-4
L-4
"A"
"A"
"A"
"A", "M2"
"A", "A1"
"A" 705+13.67 TO "M2" 723+11.46
"A" 757+44.00 TO "A1" 775+30.04
Lt
Lt
Rt
Lt, Lt
Lt, Lt
934
748
588
1,679
1,770
1,541
24,226
135
72
63
74
63
50
L-8 "A"Lt 756+81.50 TO 757+44.00 63
L-7 "A"Lt 729+79.00 TO 730+29.00 50
L-8 63
L-1 TO L-3, L-5 "A", "M6"Lt, Lt "A" 682+69.83 TO "M6" 715+52.63 2,984
48
"M1"Rt 715+86.66 TO 724+72.33 886
L-6, L-7 "M1", "A"Lt, Lt 952
2,516
L-8 TO L-10
L-1 TO L-3 2,045
L-3 "A", "M4"Rt, Rt "A" 698+98.00 TO "M4" 708+46.09
"M4"Lt 703+95.41 TO 711+68.29
L-3, L-4 777
183
L-4, L-6 "M5, "A"Rt, Rt "M5" 706+42.92 TO "A" 722+62.97
L-3, L-6 "M3"Lt 713+16.41 TO 719+00.00
774+68.20 TO 782+99.43 818Rt"A2"
L-4, L-6 TO L-9 "M3", "A"Rt, Rt "M3" 710+92.64 TO "A" 759+22.63 4,796
L-10, L-11
407 226
L-5, L-6 "A"Lt 715+80.90 TO 725+58.60 961
"M1" 720+18.02 TO "A" 729+79.00
(LF)
SEAL PAVEMENT JOINT
TON
1.5
1.3
1.5
1.3
1.6
1.3
1.3
1.6
86.3
2.5
45.5
49.4
48.9
90.9
48.0
38.4
39.9
9.4
79.2
30.2
246.4
42.0
2.8
*
*QUANTITY ADDED TO HMA (TYPE A) QUANTITY TABLE.
HMA DIKE -
TOTAL 81,227 12.5
772+42.73 TO 785+49.62
772+42.73 TO 785+49.62
3 "A1"781+45.90 TO 783+45.90L-10 13,374 303
"A1"781+45.90 TO 783+45.90 11,686 5,843L-10 3
1
438
153.3
129.3
106.0
1,259.8
1,259.8
-
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
(N) NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY
Q-1
324
WADE BOECK
04/15/2016
13,283176,475252,108
262,133 183,493 13,809
59,801 11,960 897
80,851
676+50.79 TO 689+15.89
1
1
1
1
252,108 9,338
52,334
1
1
11,672252,108
1
65,967
1
REVISED QUANTITIES PER REVISED SAWCUT LIMITS9/25/2013
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSUMMARY OF QUANTITIES
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
(N) NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY
05/15/15
442
R. FISCHER
JASON
C78608
9/30/15
03/11/13
Q-2MBGR No. SHEET No.LINE(N) LAYOUT TYPESTATION
SYSTEM
TERMINAL
IN-LINE
Alt
(TYPE WB)
RAILING
TRANSITION
(TYPE TC)
END CAP
MBGR
REMOVE
(N)
SECTION
TERMINAL
REMOVE
(N)
ASSEMBLY
ANCHOR
CABLE
REMOVE
LFLFEA EAEAEAEAEA
676+71.00 TO 677+21.00
TOTAL
698+48.00 TO 698+98.00
699+08.00 TO 699+58.00
712+79.83 TO 714+65.22
1
2
3
4
5
12
"A"
"A"
"A"
"M"
"A"
"A"
"M"
-
-
1
9 1 2 2 5 2
METAL BEAM GUARD RAILING
NUMBER
SHEET LINE
677+94.98 TO 684+50.00
STATION SQFT
"A"
"M"
TOTAL
COLD PLANE AC PAVEMENT
NUMBER
SHEET
NUMBER
SHEET LINE
"A"
LINE STATION ACRE
TOTAL
CLEARING AND GRUBBING
ALL LAYOUT SHEETS
TYPE 60
CONCRETE BARRIER
676+76.31 TO 678+70.00
STATION TYPE LF
TOTAL
-
13
EA
1
7
6
7
8
10
"M"
"A"
"A1"
756+19.00 TO 756+81.50
14
"M6"-
16B
16B
16C 100.0
12B
14A
12B 1
16B
16B 1
16A 50.0 1
677+25.00
691+25.00"A"
704+75.00
LF
50.0
SYSTEM
TERMINAL
FLARED
Alt
1
"A"676+50.79 TO 686+15.00
76+39.45 TO 88+36.05
108.8
108.8
TOTAL
EARTHWORK
LINE NUMBER
SHEET ROADWAY EXCAVATION EMBANKMENT (N)
CY CY
ALTERNATIVE CRASH CUSHION
NUMBER
SHEET STATION
"A"
LINE
712+50.00
TOTAL
(EA)
QUANTITY
714+75.00"A"
L-4
L-5
1
1
2
-
-
-
-
-
662.5
1
1
2
1
125
75
75
700
975
1
1
1
2
1
1
L-5, L-13 63+50.00 TO 70+50.00
L-1
L-3
L-3
L-4
L-5
L-1
L-2
L-3
L-1, L-2
L-1, L-2
L-13, L-14
L-1
18,811
30,464
45,970
194
700,000 500,000
700,000 500,000
NUMBER
SHEET LINE STATION LF
TOTAL
12ALL LAYOUT SHEETS
12
(EA)
12' GATE
50.0 1 1
57+25.00 1
L-4, L-5 250.0 50.0
60+25.00 -1
L-7 "A"729+79.00 TO 730+29.00
L-8 1 1
L-10, L-11 780+93.10 TO 781+54.72 1
11
1
2
2
(EA)
20' GATE
25,599
25,599
POST)
(STEEL
MBGR
POST)
(STEEL
MBGR
DOUBLE
SFT)
(TYPE
ASSEMBLY
ANCHOR
END
ASSEMBLY
TENSIONING
RAIL
EA
2
2
SF
(FIBER)
MAT
CONTROL
WEED
MBGR
315
474
429
469
900
328
2,775
509
475
*7,287
681+10.00 TO 682+69.83"A"L-1 160
354
60
60
ALL LAYOUT SHEETS
CHAIN LINK FENCE (TYPE CL-6 MODIFIED)
325
9 16B 1 1 613L-10 "A", "A2"772+39.85 TO 772+77.06
62.5
62.5
37.5
62.5
* QUANTITY IS FOR WEED CONTROL MAT (FIBER) THAT IS ADJACENT TO MBGR. SEE SIGN PLANS FOR WEED CONTROL MAT (FIBER) THAT IS TO BE LOCATED ADJACENT TO SIGN POSTS.
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
04/15/2016
REVISED QUANTITIES PER REVISED SAWCUT LIMITS
REVISED QUANTITIES FOR CL-6 Mod FENCE 6/3/2014
9/25/20131
2
676+50.79 TO 685+50.00
677+94.98 TO 689+15.89 31,856
27,944
105,77095,745
1
1
25,638
25,638
2
Q-3
NUMBER
SHEET STATION
TOTAL 751
LFLINE
NUMBER
SHEET STATION LF
TOTAL
784+32.78 TO 785+49.62
782+99.43 TO 783+50.99
LINE Rt/Lt
"A1"Rt
"A1"Rt
MINOR CONCRETE (CURB AND GUTTER)
TYPE
698
489
470
660
705+39.53 TO 707+36.41"M5"
247
310
642
592
721+21.98 TO 724+05.99"M2"
552
Lt
Rt"AS"
"AS"
449
762
678
101
Rt
Lt
B2-6L-11
L-11
L-4, L-12
L-4, L-12
L-4
L-4
L-4
L-5
L-5
L-5
1,254
L-5, L-13
L-5, L-13
L-13 12+80.00 TO 13+37.95 67
L-13 12+80.00 TO 13+45.73 80
L-13
"M"
"M"
"M"
L-13
L-13
L-13, L-14
8,330
70+41.77 TO 74+89.16
75+55.71 TO 76+39.45
75+52.24 TO 81+96.81
NUMBER
SHEET STATION LF
TOTAL
LINE Rt/Lt
"M"
TYPE
MINOR CONCRETE (CURB)
598"M"
473"M"
603
457
189
L-4, L-12 Rt, Lt 46+95.36 TO 53+85.58 B1-4 1,391
L-4 54+35.32 TO 57+31.56
L-5 60+16.57 TO 62+50.66
"M"
"AS"
"M"
"M"
"M"
L-5, L-13 63+02.17 TO 69+17.89 1,276
L-13 12+80.00 TO 15+77.81
L-13 70+40.55 TO 74+90.15
L-13 74+90.15 TO 75+79.17
L-13, L-14 75+79.17 TO 81+79.06 1,208
6,220
NUMBER
SHEET STATION
"A1"
MINOR CONCRETE (SIDEWALK)
SF
TOTAL
783+17.74 TO 783+50.20
Rt/LtLINE
Rt
"M"Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Lt
Rt
Lt
L-11
L-4, L-12 46+95.36 TO 51+80.80
"M"
"M"
"M"
"M"
"M"
"M"
"M"
"M"
"M"
"M"
L-4, L-12 46+95.36 TO 53+57.42
L-4 51+42.80 TO 57+41.62
L-4 54+88.42 TO 57+39.07
L-5 60+06.04 TO 61+92.17
L-5 60+07.67 TO 66+09.07
L-5, L-13 62+90.89 TO 75+10.32
L-5, L-13 65+96.76 TO 69+25.87
L-13 70+05.49 TO 75+15.01
L-13, L-14 75+52.49 TO 81+96.46
L-13 75+55.75 TO 76+39.45
523
2,944
3,996
3,750
1,529
1,226
3,550
7,387
2,275
3,281
4,243
698
36,957
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
"M", "M3"Rt, Rt "M" 46+95.63 TO "M3" 710+92.64
"M", "M4"Lt, Rt "M" 46+95.63 TO "M4" 713+21.02
"M3", "M"Lt, Rt "M3" 710+92.64 TO "M" 57+41.61
"M5", "M"Rt, Lt "M5" 706+42.92 TO "M" 57+38.83
"M", "M2"Rt, Lt "M" 60+08.04 TO "M2" 723+11.46
"M", "M6"Lt, Rt "M" 60+07.66 TO "M6" 715+52.63
"M1", "M"Lt, Rt "M1" 713+38.79 TO "M" 75+11.07
"M6", "AS"Lt, Rt "M6" 715+52.63 TO "AS" 13+74.73
"AS", "M"Lt, Lt "AS" 13+78.17 TO "M" 75+15.51
NUMBER
SHEET STATION
"M"
SF
TOTAL
Rt/LtLINE
"M5"705+40.29 TO 707+35.66
"M2"
"M"
"M"
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
Rt, Lt
L-4, L-12
L-4
L-5
L-13
"M"
"M"
"M"
"A"
46+95.36 TO 63+84.83 8,613
1,833
54+36.01 TO 62+49.38 8,626
2,023
7,164
70+40.52 TO 74+89.41 1,553
74+09.09 TO 75+78.42
75+79.92 TO 81+78.31
1,189
45,015
NUMBER
SHEET STATION
"AS"
MINOR CONCRETE (DRIVEWAY)
CY
TOTAL
Rt/LtLINE
Rt
"A1"Rt
L-13
L-11
13+16.74 TO 13+95.94 9
33
51
29281+72.00 TO 81+96.46Lt"M"L-14
B1-4
B1-4
B1-4
B1-4
B1-4
B1-4
COB TYPE M
65+92.27 TO 66+09.82"M"B1-6L-5 Lt 24
"A"2,902
1,925
2,102
1,189
L-4, L-5
724+05.22 TO 721+22.73
L-5, L-13 62+89.38 TO 69+17.38
L-13
245
5,114L-13, L-14
L-3 Rt 703+09.12 TO 703+94.89
L-3 Lt 705+13.67 TO 707+17.00
L-4 Rt 710+79.89 TO 711+33.54 536"A"
"A"
"A"
"A"
L-5 Lt 714+88.08 TO 716+90.30
L-6 Rt 721+17.92 TO 722+62.97
L-6 Lt 724+72.84 TO 725+58.61
81+72.00 TO 81+97.00Lt"M"
B2-6
B2-6
B2-6
B2-6
B2-6
B2-6
B2-6
B2-6
B2-6
B2-6
B2-6
A2-6
B2-6
A2-6
B2-6
A2-6
B2-6
A2-6 39L-14
"M2"
"M3"
105
"M5"
"M6"
"M"136
L-5
L-5
L-6
L-4
L-4
L-5
L-5
"M"L-13 118
"M1", "M2"
"M4", "M5"
"M2" 722+68.24
720+16.16
720+19.11
"M4" 712+95.60
"M5" 710+71.39
713+46.05
61+20.00
74+72.88
80
46
46
39
45
L-11 "A1"Rt 784+37.44 TO 785+56.37 864
106
134
13+16.74 TO 13+95.94Rt"AS"L-13 9
782+99.40 TO 784+73.10
326
L-4 136"M"56+50.00
NUMBER
SHEET STATION
"A"
LF
TOTAL
LINE
L-9 764+86.49 TO 765+05.45 238
238
TEMPORARY FENCE (TYPE ESA)
IRRIGATION CROSSOVER
02-18-152/18/15
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
RUSERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSUMMARY OF QUANTITIES
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
(N) NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY
442
R. FISCHER
JASON
C78608
9/30/15
03/11/13
WADE BOECK
04/15/2016
1 REVISED TEXTURED PAVING QUANTITIES2/18/2015
ROCK BLANKET MINOR CONCRETE (TEXTURED PAVING)
1
776+75.00 TO 779+16.35 2,133Rt, LtL-10 "A1"
47,148
1
Q-4
NUMBER
SHEET STATION
"A1"
SF
TOTAL
783+16.06 TO 784+57.46
Rt/LtLINE
Rt
"M"Rt
747
Lt
Rt"AS"
"M"
697Lt"AS"
L-11
L-13
L-13
L-13
L-13
2,248
74+88.08 TO 75+82.18 1,139
74+86.00 TO 75+85.52 1,083
13+14.09 TO 13+96.18
13+31.25 TO 13+95.23
5,914
NUMBER
SHEET STATION LF
TOTAL
146784+35.63 TO 785+56.37
LINE Rt/Lt
"A1"Rt
TYPE
Lt"A1"
"AS"
"AS"
"AS"
337
191"AS"
"M"
105
129
REMOVE CONCRETE (CURB AND GUTTER)
A2-6
A2-6
A2-6
A2-6
A2-6
A2-6
A2-6
A2-6
A2-6
A2-6
L-11
L-13
L-13
L-13
L-13
L-13
L-13
L-13
L-13, L-14
"M"
"M"
"M"
Rt
Rt
Rt
Rt
Lt
Lt
Lt
Lt
783+76.49
12+80.00 TO 13+37.93
12+80.00 TO 13+45.73
13+74.73 TO 14+79.26
13+78.17 TO 15+81.27
71+16.89 TO 75+15.86
74+07.70 TO 75+11.06
75+55.61 TO 76+39.45
75+51.72 TO 77+02.04
35
46
65
90
74
1,755
NUMBER
SHEET STATION
TOTAL
REMOVE CONCRETE SIDEWALK
779+29.46 TO 783+63.11
LINE Rt/Lt
"A1"Rt
592Rt
Lt
"M"
"M"
650
Rt
Lt
"M"
"M"
SF
L-10, L-11 3,014
L-13 71+16.89 TO 75+15.86
L-13 74+38.66 TO 75+11.06
L-13 75+55.61 TO 76+39.45
L-13, L-14 75+51.72 TO 77+02.04 1,050
8,277
2,654
NUMBER
SHEET STATION
"M"
SF
TOTAL
Rt/LtLINE
LtL-5, L-13 64+54.36 TO 69+02.30"M"Lt 81+72.00 TO 81+96.82L-14 317
REMOVE BASE AND SURFACING
"M"Lt 81+72.00 TO 81+96.82 A2-6L-14 24
NUMBER
SHEET STATION
"A"
LF
TOTAL 164
119
Rt/LtLINE
Lt
"A"Rt
L-1
L-1
676+76.31 TO 677+94.98
45676+05.78 TO 676+50.79
NUMBER
SHEET STATION LF
TOTAL
LINE Rt/Lt TYPE
L-13 "AS"Rt, Lt 12+80.00 TO 14+64.21 296COB TYPE M
296
NUMBER
SHEET LINE STATION LF
TOTAL
ALL LAYOUT SHEETS 18,842
18,842
REMOVE FENCE
REMOVE CONCRETE CURB
REMOVE CONCRETE (MISCELLANEOUS)
L-10, L-11 "A1"Rt 779+29.46 TO 783+62.48 A2-6 513
L-11
SQYD
335
295
66
72
117
35
920
327
9,987
9,987
REMOVE ASPHALT CONCRETE (HMA) DIKE
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON FISCHERJASON LEMONSSUMMARY OF QUANTITIES
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
(N) NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY
03/07/13
442
R. FISCHER
JASON
C78608
9/30/15
03/11/13
WADE BOECK
04/15/2016
DIKE
8
2
0
678+60 678+80 679+00 679+20 679+40 679+60 679+80 680+00 680+20678+40
840
830
820
810
800
840
830
820
810
800
R1-1SCALE AS SHOWN
PLAN AND PROFILEPLAN
PROFILE MATCH LINE, STA 680+10, SEE R1-2MATCH LINE, STA 680+10, SEE R1-2LEGEND:
APPROVED FOR RETAINING WALL WORK ONLY
RETAINING WALL 1
TYPICAL SECTION
3-1
B0-3
BACKFILL
PERVIOUS
WEEP HOLE AND
CABLE RAILING
GUTTER
RETAINING WALL
TYPE 1
RETAINING WALL
TOP OF WALL
LOL
FLATTER2:
1 ORFG
3"DESIGN HNO SCALE
WALL CAP
328
OH LINES
CAUTION
"RW1" LOL
"A" 678+70.00 79.75' Lt
679 680
679 680
EXPANSION Jt 72'96'
24'24'24'24'24'24'
Typ
WH
CAP
WALL
OG FS
FG
TOP OF CB
TOP OF WALL
822.34 824.16 825.07 825.07 825.07825.07
+30.01
818.34
821.65
+84.85
809.06 808.81
809.56
810.62 812.02
WB SR-178
"A" LINE
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
BEGIN RW No. 1
FS
CB (60D)
CROSS SECTION
SEE TYPICAL
ROADWAY SECTION
PLANE Jt
WEAKENED
Typ
Ftg STEP
DETAIL No.
PLAN No.
DESIGN H
LENGTH ALONG LOL
Typ
RAILING
CABLE
8'
8'
10'
24'
12'
88'
3-4
B0-3
3-2
B0-3
3-1
B0-3
B11-47
RSP
B3-5
RSP
10'
48'
B3-6
B11-47
RSP
B3-1B
RSP
SEE SIGN PLANS (S-2)
REMOVE Exist SIGN STRUCTURE
OH LINES
CAUTION
SCALE 1"=10'
SCALE 1"=10'
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
STATION STATIONJEFFREY KIMLYNN GROSZKIM
JEFFREY
C63106
6/30/14
05/15/15
WADE BOECK
06000000414
06-0C9404
04/15/2016
830
840
830
820
810
800
840
830
820
810
800
R1-2SCALE AS SHOWN
PLAN AND PROFILE
SCALE 1"=10'
PLAN
PROFILE
SCALE 1"=10'MATCH LINE, STA 680+10, SEE R2-1MATCH LINE, STA 680+10, SEE R1-1APPROVED FOR RETAINING WALL WORK ONLY
RETAINING WALL 1
680+20 680+40 680+60 680+80 681+00 681+20
329
OH LINES
CAUTION
N89°47'27"E
"RW1" LOL
681
681
"A" 681+10.00 79.75' Lt
="RW1" 681+10.00
EXPANSION Jt
24'24'24'
96'
24'
Typ
WH
FG
CAP
WALL
TOP OF WALL
FS TOP OF CBOG
825.07 825.07 825.07
824.15
824.61
812.02
813.42
815.07
WB SR-178
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
END RW No. 1
LIMITS OF PAYMENT FOR EARTHWORK
LEGEND
Note: Earthwork limits in addition to
(Retaining Wall)
Structure Excavation
(Retaining Wall)
Structure Backfill
NO SCALE
A62B
1
11' (Typ)2' (Typ)
3-1
B0-3
Typ
Ftg STEP
PLANE Jt
WEAKENED
DESIGN H
LENGTH ALONG LOL
Typ
RAILING
CABLE
3-4
B0-3
B11-47
RSP
3-2
B0-324'
6'
16'
4'
8'
72'
8'
48'
10'
48'
B3-5
RSP
"A" LINE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
03/11/13
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
STATION STATIONJEFFREY KIMLYNN GROSZKIM
JEFFREY
C63106
6/30/14
05/15/15
WADE BOECK
06000000414
06-0C9404
04/15/2016
WEEP HOLE AND GEOCOMPOSITE DRAIN
DETAIL "B"DETAIL "A"
SECTION A-AWALL SECTION
ALTERNATIVE TO BRIDGE DETAIL 1'-0"1'-0"
3"
Min3'-0"-2%
NO SCALE
APPROVED FOR RETAINING WALL WORK ONLY R1-3
NOTES:
PIPE AS APPLICABLE.
CONNECT THE LOW END OF PLASTIC PIPE TO THE MAIN OUTLET
CAP ENDS OF PIPE. PROVIDE "TEE" CONNECTION AT EACH 4" Á DRAIN.
3" Á SLOTTED PLASTIC PIPE CONTINUOUS BEHIND RETAINING WALL.
GEOCOMPOSITE DRAIN, CEMENT TREATED PERMEABLE BASE, AND
EXPOSED WALL DRAINS SHALL BE LOCATED 3"± ABOVE FINISHED GRADE.
TO DISCHARGE THROUGH CURB FACE.
4" PLASTIC PIPE UNDER SIDEWALK
FOR WALLS ADJACENT TO SIDEWALKS OR CURBS, PROVIDE
TYPE 4 RETAINING WALLS).
CENTER TO CENTER (9' C-C FOR TYPE 3 AND 9'-3" C-C FOR
4" Á DRAINS AT INTERMEDIATE SAG POINTS AND AT 25' MAX
3.
2.
1.
3-1
B0-3
RETAINING WALL 1
1" CHAMFER, TYP
LIMITS OF PAYMENT FORAND ANTI-GRAFFITI COATINGPREPARE AND STAIN CONCRETEFS
FG
NO SCALE
ARCHITECTURAL DETAIL
SEE NOTE 1
NOTES:
6"
RIB TEXTURE
FRACTURED
(TYPE 60D)
CONCRETE BARRIER1'-0"1•"3"
NO SCALE
FRACTURED RIB TEXTURE
330
FS
SMOOTH FINISH
TEXTURE
FRACTURED RIB
TEXTURE
FRACTURED RIB
BOTTOM OF
VARIES
1'-0"
BARRIER (TYPE 60D)
TOP OF CONCRETE
TOP OF RW
1'-0"6"
ELEVATION
AA
DRAIN
GEOCOMPOSITE
BOND TO
TOWARD WALL
LEVEL OR SLOPEDCUT HOLE FOR 3" PIPE
BOND 6" TO WALL
SHEET
POLYETHYLENE
10 MIL
PERMEABLE BASE
CEMENT TREATED
WRAP AROUND
FILTER FABRIC
3" Min2"
1•"
RW LOL
FRACTURED SURFACE
SECTION
SEE NOTE 2
DETAILS
SCALE AS SHOWN
GRADE
FINISHED
CONNECTION
TEE
(SEE NOTE 2)
CAP-Typ
DETAIL "A"
DRAIN
GEOCOMPOSITE
DETAIL "B"
SEE NOTE 1
SEE NOTE 2
PLASTIC PIPE
3" UNSLOTTED
4" Á DRAIN
(SEE NOTE 2)
PLASTIC PIPE
3" SLOTTEDRETAINING WALL
BACKFACE OF
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
AND EXPANSION JOINTS.
PERMISSIBLE LOCATION OF WEAKENED PLANE
BOTTOM OF GUTTER. DO NOT STAIN GUTTER.
STAIN ON BACK FACE OF WALL SHALL EXTEND TO
2.
1.LIMITS OF PAYMENT FORFRACTURED RIB TEXTUREMax ‚"
Max ‚"
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JEFFREY KIMLYNN GROSZKIM
JEFFREY
C63106
6/30/14
05/15/15
03/11/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
RETAINING WALL QUANTITIES
TOTAL
(Ret WALL)
STEEL
BAR Reinf
(Ret WALL)
CONCRETE
STRUCTURAL
(Ret WALL)
EXCAVATION
STRUCTURE
(Ret WALL)
BACKFILL
STRUCTURE
MATERIAL
BACKFILL
PERVIOUS
STATION LIMITS
1
RETAINING WALL QUANTITIES
No.
WALL
(GUTTER)
CONCRETE
MINOR
CY SQFTCYLFCYCYCYLB
(TYPE 60D)
BARRIER
CONCRETE
678+70.00 TO 681+10.00 "RW1" LOL 240
CONCRETE
STAIN
AND
PREPARE
COATING
GRAFFITI
ANTI-
SQFT
8
RAILING
CABLE
LF
240
SQFT
33,475 357 1,230 1,072 43 2,161 2,161
240 8 24033,475 357 1,230 1,072 43 2,161 2,161HOON PARKR1-4
859
859
331
TEXTURE)
RIB
(FRACTURED
TREATMENT
ARCHITECTURAL
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
03/11/13
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JEFFREY KIM05/15/15
442
KIM
JEFFREY
C63106
6/30/14
NO SCALE
WADE BOECK
04/15/2016
SIGERS
EXP. 06-30-2014
NO. GE-2806
RL
O
C
FORPDERET AOISSE
T
AT
EOF ALIF
N
E
RNEENIGIAER
N
R
NWOBCGEOTECHNICALI
ELEVATION (ft)ELEVATION (ft)830
820
810
800
790
780
770
BENCHMARKS:
NOTES:
770
830
820
810
800
790
780
REVISION DATES (PRELIMINARY STAGE ONLY)OFSHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES0123
$REQUESTFILE =>
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
CU
EA
BRIDGE NO.
POST MILE
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER TIME PLOTTED =>$TIME$DATEDATE PLOTTED =>$USERUSERNAME =>PLANS APPROVAL DATE
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
DATE
TOTAL
SHEETS
SHEET
No
POST MILES
TOTAL PROJECTROUTECOUNTYDIST
CHECKED BY:
DRAWN BY:
SIGN OFF DATE
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
06
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
(2) 2.4" samples were taken using a California Split-spoon Sampler.
LOG OF TEST BORINGS NO. 1 OF 3
REGISTERED ENGINEER
Eric Brown
VERTICAL 1" = 10'
HORIZONTAL 1" = 30'
PROFILE
KER
06
0C9404
CL
xxx-xxxx
7/13/12
xxxx
178 R6.9/T9.2
SAN MARCOS, CA 92069
145 VALLECITOS DE ORO, SUITE E
EARTH MECHANICS, INC.
BAKERSFIELD, CA 93301
900 TRUXTUN AVENUE, SUITE 201
CITY OF BAKERSFIELD
Vertical Datum: NAVD 88
Horizontal Datum: NAD 83, Zone 5, 1991.35 epoch
The control section FUO159 has been estabilished as the project benchmark.
(Ala) A. Thurairajah
677+00
Eric Brown
07/13/12
A-12-07
"A" LineEl. +816.00 ft 8
1.447
little non plastic fines.
2.4
1.445
2.4
1.455
Terminated at El. 789.5 ft
Drilled from 06/27/2012
Hammer Energy Ratio (ERi=80%)
A-12-06
"A" LineEl. +819.00 ft 8 7.5" AC / 8" AB.
1.428
2.4
1.423
2.4
1.430
Drilled from 06/27/2012
Hammer Energy Ratio (ERi=80%)
SR-178 = "A" Line
678+00 679+00 680+00 681+00 682+00 683+00 684+00676+00
RETAINING WALL NO. 1
678 679 "A" LINE680681 682
BEGIN RW No. 1
"A" 678+70.00 79.75' Lt
="RW1" 678+70.00
"A" 681+10.00 79.75' Lt
="RW1" 681+10.00
END RW No. 1
PLAN
1" = 80'
(1) This LOTB sheet (Boring Record) was prepared in accordance with the Caltrans Soil and Rock Classification Logging, Classification and Presentation Manual (June 2007).
(3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30" was used to advance the drive sampler.
8 A-12-07 8 A-12-06
TO MT MEADOWS
TO ROSEDALE
Kiat Kaekul
9" AC / 8" AB.
50/6"
53
very dense, few GRAVEL, mostly fine to coarse SAND,
SAND, few non plastic fines.
Well-graded SAND with SILT and GRAVEL (SW-SM): very
SILTY, CLAYEY SAND (SC-SM): brown, moist.
dense, brown, moist, little GRAVEL, mostly fine to coarse
SILTY SAND (SM): very dense, olive brown, moist, few
GRAVEL, mostly fine to coarse SAND, little non plastic
fines.
very dense.
Well-graded SAND with SILT (SW-SM): dense, brown, moist,
few GRAVEL, mostly fine to coarse SAND, few non plastic
fines.
77
Terminated at El. 792.5 ft
50/6"
SILTY SAND (SM): brown, moist.
dense, few GRAVEL, mostly fine to coarse SAND, little non
plastic fines.
Well-graded SAND with SILT (SW-SM): very dense, yellowish
brown, moist, few GRAVEL, mostly fine to coarse SAND, few
non plastic fines.
SILTY SAND (SM): dense, olive brown, moist, mostly fine to
medium SAND, little non plastic fines.
Poorly-graded SAND with SILT and GRAVEL (SP-SM): very
dense, olive brown, moist, little GRAVEL, mostly medium to
Poorly-graded SAND with SILT (SP-SM): dense, olive brown,
moist, few GRAVEL, mostly fine to medium SAND, few non
plastic fines.
coarse SAND, few non plastic fines.
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
1 3
332 442
03/11/13
04/15/2016
SIGERS
EXP. 06-30-2014
NO. GE-2806
RL
O
C
FORPDERET AOISSE
T
AT
EOF ALIF
N
E
RNEENIGIAER
N
R
NWOBCGEOTECHNICALI
REVISION DATES (PRELIMINARY STAGE ONLY)OFSHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES0123
$REQUESTFILE =>
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
CU
EA
BRIDGE NO.
POST MILE
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER TIME PLOTTED =>$TIME$DATEDATE PLOTTED =>$USERUSERNAME =>PLANS APPROVAL DATE
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
DATE
TOTAL
SHEETS
SHEET
No
POST MILES
TOTAL PROJECTROUTECOUNTYDIST
CHECKED BY:
DRAWN BY:
SIGN OFF DATE
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
REGISTERED ENGINEER
Eric Brown
KER
06
0C9404
CONSISTENCY OF COHESIVE SOILS
Field Approximation
Readily indented by thumbnail
1 to 2
2 to 4
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
< 0.25
0.25 to 0.50
0.50 to 1.0
> 4.0
1 to 2
2 to 4
< 0.25
0.25 to 0.50
0.50 to 1.0
> 4.0
< 0.12
0.12 to 0.25
0.25 to 0.50
> 2.0
0.50 to 1.0
1.0 to 2.0
Description
Strength (tsf)
Compressive
Unconfined
Measurement (tsf)
Penetrometer
Pocket
Measurement (tsf)
Torvane
penetrated only with great effort
Readily indented by thumb but
difficulty
Indented by thumbnail with
by fist
Easily penetrated several inches
by thumb
Easily penetrated several inches
thumb with moderate effort
Penetrated several inches by
PLASTICITY OF FINE-GRAINED SOILS
A 1/8-inch thread cannot be rolled at any water content.Nonplastic
Low
Medium
High
CriteriaDescription
plastic limit.
The thread can barely be rolled and the lump cannot be formed when drier than the
when drier than the plastic limit.
The thread cannot be rerolled after reaching the plastic limit. The lump crumbles
The thread is easy to roll and not much time is required to reach the plastic limit.
without crumbling when drier than the plastic limit.
can be rerolled several times after reaching the plastic limit. The lump can be formed
It takes considerable time rolling and kneading to reach the plastic limit. The thread
Weak
Moderate
Strong
Criteria
CEMENTATION
Description
pressure.
Will not crumble or break with finger
finger pressure.
Crumbles or breaks with considerable
little finger pressure.
Crumbles or breaks with handling or
Size
Size
SizeSizeDynamic Cone Penetration Boring
Auger Boring
Rotary percussion boring (air)
Rotary drilled boring
Rotary drilled diamond core
Other
Cone Penetration Test (ASTM D 5778-95)
Hand Auger
Hand driven (1-inch soil tube)
Note: Size in inches.
Symbol Description
P
R
A
D
R
CPT
HA
HD
O
Type
Hole
BOREHOLE IDENTIFICATION
UUMUW
i
ROTARY BORING
Description of material
Hole I.D.
3"
Field & Lab Tests
Material change
Estimated material change
Soil/Rock boundary
or as noted
P = push sample,
(per ASTM 1586-99),
SPT N-Value
Top Hole El.Location 16 1.4
Date measured
Elev. GWS
Boring Date
Hammer Energy Ratio (ER ) = %
Top Hole El.
P
60
500
(S)
(S)
Date measured
30
P
GWS Elev. Location Hole I.D.
1"
Pulled Pipe
Ground water
surface
materials
Sample
taken
Description of
Refusal
Boring Date
HAND BORING
GWS
NC
P
2
4
4
6
10
37
17
56
91
58
65
60
43
113
154Location Top Hole El.
Elev.
100
180/
0-
9
200
Date measured
Hole I.D.
DYNAMIC CONE PENETRATION BORING
Pushed
Boring Date
No count recorded
Terminated at Elev
Terminated at Elev
drop or as noted)
hammer with a 12"
(Using 28 lb hand
Blows per 12"
cone, or as noted)
hammer and a 2.2"
MB 156 percussion
(using a Stanley
seconds per 12"
Driving rate in
1.4REF
initial 6" interval
penetration during the
produced the indicated
50 blows
REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007)
Casing driven
(inches)
Size of Sampler
CONE PENETRATION TEST (CPT) SOUNDING
2
on tip element
Hole I.D.Location Top Hole El.
Boring Date
Friction Ratio (%)Tip Bearing (MPa)
024 302010
2
Pressure measured
along sleeve friction
element (34.88 in
area) divided by
pressure measured
on tip element.
Pressure measured
(2.33 in area)
6
LOG OF TEST BORINGS NO. 2 OF 3
7/13/12
xxx-xxxx(Ala) A. Thurairajah Eric Brown
xxxx
06 178 R6.9/T9.2
BAKERSFIELD, CA 93301
900 TRUXTUN AVENUE, SUITE 201
CITY OF BAKERSFIELD
SAN MARCOS, CA 92069
145 VALLECITOS DE ORO, SUITE E
EARTH MECHANICS, INC.
07/13/12
RETAINING WALL NO. 1
Kiat Kaekul
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
2 3
333 442
03/11/13
04/15/2015
SIGERS
EXP. 06-30-2014
NO. GE-2806
RL
O
C
FORPDERET AOISSE
T
AT
EOF ALIF
N
E
RNEENIGIAER
N
R
NWOBCGEOTECHNICALI
REVISION DATES (PRELIMINARY STAGE ONLY)OFSHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES0123
$REQUESTFILE =>
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
CU
EA
BRIDGE NO.
POST MILE
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER TIME PLOTTED =>$TIME$DATEDATE PLOTTED =>$USERUSERNAME =>PLANS APPROVAL DATE
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
DATE
TOTAL
SHEETS
SHEET
No
POST MILES
TOTAL PROJECTROUTECOUNTYDIST
CHECKED BY:
DRAWN BY:
SIGN OFF DATE
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
06
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
REGISTERED ENGINEER
Eric Brown
KER
06
0C9404
REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007)
ORGANIC SOIL
ORGANIC SOIL with SAND
ORGANIC SOIL with GRAVEL
SANDY ORGANIC SOIL
SANDY ORGANIC SOIL with GRAVEL
GRAVELLY ORGANIC SOIL
GRAVELLY ORGANIC SOIL with SAND
SILTY CLAY
SILTY CLAY with SAND
SILTY CLAY with GRAVEL
SANDY SILTY CLAY
SANDY SILTY CLAY with GRAVEL
GRAVELLY SILTY CLAY
GRAVELLY SILTY CLAY with SAND
SILT with SAND
SILT with GRAVEL
SANDY SILT
SANDY SILT with GRAVEL
Group Names Group Names
GROUP SYMBOLS AND NAMES
GRAVELLY SILT
GRAVELLY SILT with SAND
SILT
ORGANIC SILT with SAND
ORGANIC SILT with GRAVEL
SANDY ORGANIC SILT
SANDY ORGANIC SILT with GRAVEL
GRAVELLY ORGANIC SILT
GRAVELLY ORGANIC SILT with SAND
ORGANIC SILT
COBBLES and BOULDERS
BOULDERS
SAND (or SILTY CLAY and SAND)
(or SILTY CLAY and SAND)
SILTY GRAVEL
CLAYEY GRAVEL
SILTY, CLAYEY GRAVEL
SILTY SAND
CLAYEY SAND
PEAT
SILTY, CLAYEY SAND
(or SILTY CLAY)
(or SILTY CLAY)
SILTY, CLAYEY SAND with GRAVEL
CLAYEY SAND with GRAVEL
SILTY SAND with GRAVEL
GRAVEL (or SILTY CLAY and GRAVEL)
(or SILTY CLAY)
(or SILTY CLAY and GRAVEL)
COBBLES
SILTY, CLAYEY GRAVEL with SAND
CLAYEY GRAVEL with SAND
SILTY GRAVEL with SAND
(or SILTY CLAY)
SM
SC
GW
GW-GM
PT
SC-SM
GW-GC
GP-GM
GP-GC
GM
GC
GP
GC-GM
SP-SC
SW
SP
SW-SM
SW-SC
SP-SM
Graphic/Symbol
OL
OL
CH
MH
OH
OL/OH
OH
CL
CL-ML
ML
Graphic/Symbol
SANDY lean CLAY with GRAVEL
SANDY lean CLAY
GRAVELLY lean CLAY with SAND
SANDY ORGANIC lean CLAY with GRAVEL
GRAVELLY ORGANIC lean CLAY
GRAVELLY ORGANIC lean CLAY with SAND
GRAVELLY lean CLAY
ORGANIC lean CLAY
ORGANIC lean CLAY with SAND
ORGANIC lean CLAY with GRAVEL
SANDY ORGANIC lean CLAY
SANDY ORGANIC fat CLAY
SANDY ORGANIC fat CLAY with GRAVEL
GRAVELLY ORGANIC fat CLAY
GRAVELLY ORGANIC fat CLAY with SAND
SANDY fat CLAY
SANDY fat CLAY with GRAVEL
GRAVELLY fat CLAY
GRAVELLY fat CLAY with SAND
ORGANIC fat CLAY
ORGANIC fat CLAY with SAND
ORGANIC fat CLAY with GRAVEL
ORGANIC elastic SILT with SAND
ORGANIC elastic SILT with GRAVEL
SANDY ORGANIC elastic SILT
SANDY ORGANIC elastic SILT with GRAVEL
GRAVELLY ORGANIC elastic SILT
GRAVELLY ORGANIC elastic SILT with SAND
ORGANIC elastic SILT
SANDY elastic SILT
GRAVELLY elastic SILT with SAND
SANDY elastic SILT with GRAVEL
GRAVELLY elastic SILT
Well-graded GRAVEL with CLAY and SAND
Well-graded GRAVEL with SILT and SAND
Well-graded GRAVEL with SILT
Well-graded SAND
Well-graded SAND with SILT
Well-graded GRAVEL with CLAY
Well-graded GRAVEL
Well-graded SAND with SILT and GRAVEL
Well-graded SAND with CLAY and GRAVEL
Well-graded GRAVEL with SAND
Well-graded SAND with GRAVEL
Well-graded SAND with CLAY
Poorly graded GRAVEL with SAND
Poorly graded GRAVEL with CLAY and
Poorly graded GRAVEL
Poorly graded GRAVEL with SILT and SAND
Poorly graded GRAVEL with SILT
Poorly graded SAND
Poorly graded SAND with SILT
Poorly graded SAND with CLAY
Poorly graded SAND with CLAY and
Poorly graded SAND with SILT and GRAVEL
Poorly graded SAND with GRAVEL
Poorly graded GRAVEL with CLAY
Lean CLAY
Lean CLAY with GRAVEL
Lean CLAY with SAND
Fat CLAY
Fat CLAY with SAND
Fat CLAY with GRAVEL
Elastic SILT with SAND
Elastic SILT with GRAVEL
Elastic SILT
CP
C
UU
CU
CR
EI
UC
PI
Pocket PenetrometerPP
TV
M
OC
SE
UW
VS
DS
SG
PL
SL
CL
R
SW
PA
P
PM Pressure Meter
Pocket Torvane
TESTING
FIELD AND LABORATORY
Consolidation (ASTM D 2435)
Collapse Potential (ASTM D 5333)
Compaction Curve (CTM 216)
(CTM 643, CTM 422, CTM 417)
Corrosivity Testing
Triaxial (ASTM D 4767)
Consolidated Undrained
Direct Shear (ASTM D 3080)
Expansion Index (ASTM D 4829)
Moisture Content (ASTM D 2216)
Organic Content-% (ASTM D 2974)
Permeability (CTM 220)
Particle Size Analysis (ASTM D 422)
Liquid Limit (AASHTO T 89)
Plasticity Index (AASHTO T 90)
Point Load Index (ASTM D 5731)
R-Value (CTM 301)
Sand Equivalent (CTM 217)
Specific Gravity (AASHTO T 100)
Shrinkage Limit (ASTM D 427)
Swell Potential (ASTM D 4546)
(ASTM D 2166)
Unconfined Compression-Soil
(ASTM D 2938)
Unconfined Compression-Rock
Triaxial (ASTM D 2850)
Unconsolidated Undrained
Unit Weight (ASTM D 4767)
Vane Shear (AASHTO T 223)
PERCENT OR PROPORTION OF SOILS
MOISTURE
APPARENT DENSITY OF COHESIONLESS SOILS
PARTICLE SIZE
Description
Very Dense
Dense
Medium Dense
Loose
Very loose
Criteria
Damp but no visible water
Description
Dry
Moist
Wet
touch
Absence of moisture, dusty, dry to the
below water table
Visible free water, usually soil is
Criteria
5 to 10%
15 to 25%
30 to 45%
50 to 100%
Trace
Few
Little
Some
Mostly
Description
be less than 5%
Particles are present but estimated to
Size
Boulder
Cobble
Gravel
Sand
Description
Coarse
Fine
Coarse
Medium
Fine
No. 10 to No. 4
No. 40 to No. 10
No. 200 to No. 40
60
> 50
31 - 50
11 - 30
5 - 10
0 - 4
> 12"
No. 4 to 3/4"
SPT N (Blows / 12 inches)
3/4" to 3"
3" to 12"
xxx-xxxx
7/13/12
(Ala) A. Thurairajah Eric Brown
xxxx
178 R6.9/T9.2
BAKERSFIELD, CA 93301
900 TRUXTUN AVENUE, SUITE 201
CITY OF BAKERSFIELD
SAN MARCOS, CA 92069
145 VALLECITOS DE ORO, SUITE E
EARTH MECHANICS, INC.
07/13/12
RETAINING WALL NO. 1
(Ala) A. Thurairajah
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
334 442
3 3
LOG OF TEST BORINGS NO. 3 OF 3
03/11/13
04/15/2016
834.6
856.2
DIKE
850
SCALE AS SHOWN
PLAN AND PROFILE
SCALE 1"=20'
PLAN
SOUND WALL 1
SW1-1
830
840
850
860
830
840
850
860
APPROVED FOR SOUND WALL WORK ONLY
SCALE 1"=20'
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
685 686 687+20 +40 +60 +80 +20 +40 +60 +80 +20 +40 +60 +80 688 +20 +40 +60 +80 689 MATCH LINE, STA 689+10, SEE SW1-2MATCH LINE, STA 689+10, SEE SW1-2LEGEND:
E EXPANSION JOINT, SEE SW1-3
JARED COLE335
ELEVATION
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R03-11-13USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON LEMONSSTATION STATION
03/07/13
442
03/11/13
9876
OG=FG 2%
FG
0.625'
R/W
Exist
LOL
"SW1"
10'
TCE
6.25'2:1TYPICAL SECTION
NO SCALE
STA 686+58 TO STA 692+50
STA 685+00 TO STA 685+54
NOTE: SEE SW1-2 FOR ADDTIONAL SECTION
4'4'TRANSPARENT PANEL
SOUNDWALL WITH
IN PLACE
GUTTER PROTECT
Exist CURB AND
LINE
"A"
124.35'
WB SR-178
"A" LINE
EXISTING R/W
TCE
OH LINES
CAUTION
OH LINES
CAUTION
SEE UTILITY PLAN
ABANDONED
SEE UTILITY PLAN
ABANDONED
685 686 687 688 689
SEE DRAINAGE PLAN
STORM DRAIN
SW1""
BEGIN SOUND WALL No. 1
686 687 688 689
="SW1" 685+00.00
124.35' Lt "A" 685+00.00
"SW1" LAYOUT LINE
N89°47'27"E
38.67'38.67'33.33'33.33'33.33'33.33'41.33'41.33'41.33'41.33'41.33'
LOL
LENGTH ALONG
CL PILASTER
750.67'
857.00 858.33 859.67 861.00 861.00 862.33 863.67 865.00
848.00
849.33 850.67
852.00
853.33
0.67'
WALL, Typ
TOP OF
FOOTING, Typ
BOTTOM OF
EE
E
856.00
OG
FG
E
E
854.67
E E E E E
SCALE AS SHOWN
PLAN AND PROFILE
SCALE 1"=20'
PLAN
SOUND WALL 1
SW1-1
830
840
850
860
830
840
850
860
APPROVED FOR SOUND WALL WORK ONLY
SCALE 1"=20'
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
685 686 687+20 +40 +60 +80 +20 +40 +60 +80 +20 +40 +60 +80 688 +20 +40 +60 +80 689 MATCH LINE, STA 689+10, SEE SW1-2MATCH LINE, STA 689+10, SEE SW1-2LEGEND:
E EXPANSION JOINT, SEE SW1-3
JARED COLE335
ELEVATION CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
WADE BOECK
04/15/2016
06-0C9404JARED COLEHOON PARKC66188
6/30/14
A. COLE
JARED
DIKE
850
SCALE AS SHOWN
PLAN AND PROFILE
SCALE 1"=20'
PLAN
SOUND WALL 1
SW1-1
830
840
850
860
830
840
850
860
APPROVED FOR SOUND WALL WORK ONLY
SCALE 1"=20'
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
685 686 687+20 +40 +60 +80 +20 +40 +60 +80 +20 +40 +60 MATCH LINE, STA 689+10, SEE SW1-2MATCH LINE, STA 689+10, SEE SW1-2LEGEND:
E EXPANSION JOINT, SEE SW1-3
JARED COLEELEVATION
REVISION DATE DESCRIPTION
+80 688 +20 +40 +60 +80 689
OG
10'
TCE
FG
TYPICAL SECTION
NO SCALE 2:1R/W
Exist
NOTE: SEE SW1-2 FOR ADDTIONAL SECTION
3.5'±
IN PLACE
GUTTER PROTECT
Exist CURB AND
LINE
"A"
123.35'
STA 686+58
STA 685+54 TO
Exist RW FROM
LOL
"SW1"
LC
WALL
OG
FG
0.625'
TRANSPARENT PANEL
SOUNDWALL WITH
5%0' TO 6"5'-0" Min
1'-0"
STA 685+38.67 TO STA 687+11.33
AND SW1-4 FOR DETAILS
HP
H = 10' TO 12'-8"EXISTING R/W
TCE
OH LINES
CAUTION
OH LINES
CAUTION
SEE UTILITY PLAN
ABANDONED
SEE UTILITY PLAN
ABANDONED
685 686 687 688 689
SEE DRAINAGE PLAN
STORM DRAIN
BEGIN SOUND WALL No. 1
686 687 688 689
"SW1" LAYOUT LINE
N89°47'27"E
="SW1" 685+38.67
+44.0038.67'33.33'33.33'33.33'33.33'41.33'41.33'41.33'41.33'CL
862.33 863.67 865.00
847.33 848.67 850.00
851.33
853.33
WALL, Typ
TOP OF
FOOTING, Typ
BOTTOM OF
EE
E
856.00
OG
FG E
854.67
E E E E E
862.33861.00
+11.33(AT THIS LOCATION ONLY)
16"x24" PILASTER DETAIL
SEE SHEET SW1-4 FOR
LENGTH ALONG LOL
DESIGN H
"A" LINE
WB SR-178
SW1""
41.33'PILASTER
0.67'
539.33'
8'
66.67'33.33'
10'11'-4"12'-8"
72.67'
WALL OFFSET 1.00' Rt OF "SW1" LOLCL
124.35' Lt "A" 685+38.67
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
STATION STATION
03/11/13
05/15/15
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
WADE BOECK
06000000414
06-0C9404
04/15/2016
REVISED SOUNDWALL DESIGN6/5/14
REVISED SHEET
0
335r
rJARED COLEHOON PARKSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C66188
6/30/14
A. COLE
JARED
ASPH
CONC
DIKE
860
850
SCALE AS SHOWN
PLAN AND PROFILE
PLAN
SOUND WALL 1
SW1-2
840
850
860
840
850
860
APPROVED FOR SOUND WALL WORK ONLY
SCALE 1"=20'
SCALE 1"=20'
870870
689 690 691+20 +40 +60 +80 +20 +40 +60 +80
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:MATCH LINE, STA 689+10, SEE SW1-1MATCH LINE, STA 689+10, SEE SW1-1+20 +40 +60 +80 692 +20 +40 +60 +80JARED COLE336
ELEVATION
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R03-11-13USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000411BORDER LAST REVISED 7/2/2010JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JASON LEMONSSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
STATION STATION
03/07/13
442
6/30/14
03/11/13
41.33'37.33'37.33'37.33'37.33'33.33'33.33'33.33'41.33'
41.33'
LENGTH ALONG LOL750.67'
865.00 866.33 867.67 869.00
CL PILASTER
857.33 858.67EE
E
WALL, Typ
TOP OF
E
0.67'
FOOTING, Typ
BOTTOM OF
OG
FG
856.00
860.00
E E E E E
WB SR-178
"A" LINE
TCE
OH LINES
CAUTION
SEE UTILITY PLAN
ABANDONED
690 691 692 693
="SW1" 692+50.67
EXISTING R/W
SW1""SW1""
END SOUND WALL No. 1
690 691 692
124.35' Lt "A" 692+50.67
N89°47'27"EN89°47'27"E
"SW1" LAYOUT LINE
0.625'
LOL
"SW1"
OG
10'
TCE
2%
FG
6.25'
TYPICAL SECTION
NO SCALE
STA 685+54 TO STA 686+58
NOTE: SEE SW1-1 FOR ADDTIONAL SECTION 2:1R/W
Exist
3.5'±
4'4'Exist RW
HIGH
3'-3.5'
OG=FG
TRANSPARENT PANEL
SOUNDWALL WITH
IN PLACE
GUTTER PROTECT
Exist CURB AND
+-
LINE
"A"
124.35'
SCALE AS SHOWN
PLAN AND PROFILE
PLAN
SOUND WALL 1
SW1-2
840
850
860
840
850
860
APPROVED FOR SOUND WALL WORK ONLY
SCALE 1"=20'
SCALE 1"=20'
870870
689 690 691+20 +40 +60 +80 +20 +40 +60 +80
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:MATCH LINE, STA 689+10, SEE SW1-1MATCH LINE, STA 689+10, SEE SW1-1+20 +40 +60 +80 692 +20 +40 +60 +80JARED COLE336
ELEVATION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
WADE BOECK
04/15/2016
06-0C9404
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
JARED COLEHOON PARKC66188
A. COLE
JARED
ASPH
CONC
DIKE
860
850
SCALE AS SHOWN
PLAN AND PROFILE
PLAN
SOUND WALL 1
SW1-2
840
850
860
840
850
860
SCALE 1"=20'
SCALE 1"=20'
870870
689 690 691+20 +40 +60 +80 +20 +40 +60 +80MATCH LINE, STA 689+10, SEE SW1-1MATCH LINE, STA 689+10, SEE SW1-1+20 +40 +60 +80 +20 +40 +60 +80JARED COLEELEVATION
REVISION DATE DESCRIPTION
692
41.33'
LENGTH ALONG LOL
865.00 866.33 867.67 869.00
CL
857.33 858.67EE
E
WALL, Typ
TOP OF
E
0.67'
FOOTING, Typ
BOTTOM OF
OG
FG
856.00
860.00
E E E E E
TCE
OH LINES
CAUTION
SEE UTILITY PLAN
ABANDONED
690 691 692 693
EXISTING R/W
END SOUND WALL No. 1
690 691 692
124.35' Lt "A" 692+50.67
N89°47'27"EN89°47'27"E
"SW1" LAYOUT LINE
OG=FG
FG
TYPICAL SECTION
NO SCALE
IN PLACE
GUTTER PROTECT
Exist CURB AND
LINE
"A"
124.35'
5%
5'-0" Min
STA 687+11.33 TO STA 692+50.67
HP
H = 8'="SW1" 692+50.67
"A" LINE
WB SR-178
SW1""SW1""
NOTE: SEE SW1-1 FOR ADDTIONAL SECTION
AND SW1-3 FOR DETAILS
PILASTER
0.625'
R/W
Exist
LOL
"SW1"
10'
TCE
2:1TRANSPARENT PANEL
SOUNDWALL WITH
41.33'37.33'37.33'37.33'37.33'33.33'33.33'33.33'41.33'
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
03/11/13
CONSULTANT FUNCTIONAL SUPERVISORJASON LEMONS06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
STATION STATION
C66188
6/30/14
A. COLE
JARED
05/15/15
APPROVED FOR SOUND WALL WORK ONLY
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
RCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASE 06000000414BORDER LAST REVISED 7/2/2010
BAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
JARED COLEHOON PARKSAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
WADE BOECK
06-0C9404
04/15/2016
REVISED SOUNDWALL DESIGN6/5/14
REVISED SHEET
8'
539.33'
DESIGN H
0
336r
r
SW1-3
SOUND WALL 1
SCALE AS SHOWN
Footing Reinf
Joint
Expansion
4'-0"
#4 @ 32
#4 Cont, Tot 6
• Wall
"SW1" LOL =
#4 Tot 2 at Pilaster
#4 Tot 2 at Pilaster
#4
#4, Tot 4 at Pilaster
FG
Note: For other information not shown, see "SECTION A-A"
to Center Distance
Pilaster Center
33.33'
37.33'
38.67'
41.33'
1st 2nd 3rd 4th
8'-0"
9'-4"
9'-4"
10'-0"10'-0"
9'-4"
9'-4"
8'-0"
10'-0"
9'-4"
10'-0"
9'-4"
8'-0"8'-0"
8'-8"8'-8"
No allowable stress increase.
Footing step where occursJARED COLEREGULAR STRENGTH:
CONCRETE MASONRY
fy = 60,000 psi
f'c = 3,600 psiTIM FULLERSee Note 3
Transparent Panel,
8" CMU Cap
See Note 3
18" Min,
#4 @ 16, centered on block
12" CMU Cap
Note 4
"SW1" LOL
#4
Cap
CMU
See Note 3
Transparent Panel,Cap
CMU
• 12"x16" Pilaster
#4 Horizontal Reinf
Place in Bond Beam Blocks
#4 Cont, Tot 4
#4 Tot 4
CMU Fully Grouted
8"x16"x8" Split Face
NOTE 4
CMU Fully Grouted
12"x16"x8" Split Face
n = 25.8
When blocks are laid in stacked bond, ladder type, galvanized
joint reinforcement shall be provided. A minimum of 2-9 gauge
wires continuous at 4'-0" maximum to be used. Locate reinforce-
ment to be used. Locate reinforcement in joints that are at the
approximate midpoint between bond and beams.
Transparent panels, posts, and anchorages to be determined by
manufacturer. Provide extruded aluminum frame with gaskets at
sides and bottom of each panel.
#4 Horizontal Reinf
337
Reinforcement
#4 Horiz
REVISION DATE DESCRIPTION
SECTION A-A
ƒ"=1'-0"
SECTION B-B
ƒ"=1'-0"
SECTION C-C
Not To Scale
ELEVATION
•"=1'-0"
1.
3.
Horizontal joints shall be tooled concave or may be weathered.
Vertical joints shall be tooled concave or may be raked.
GENERAL NOTES:
2.
4.
3/4".
Provide 2"x4" nominal key or wet set the first course of block
CMU - CONCRETE MASONRY UNIT OR
CONCRETE BLOCK
fs = 24,000 psi
DESIGN NOTES:• Pilaster
"SW1" LOL =
Approximate Soundwall Transparent Panel Length
• Wall
Vertical Reinf
At expansion joints: continuous
joint filler placed in sash block
recesses. Size as required for
snug fit.
8" Block
Inside face of block
Post to be determined
by Manufacturer
Vertical Reinf
12" Block
A B
2'-0"
#4 Tot 6
#4 @ 12
2'-0"
C
C
A
See Note 3
Posts and Frame,
B
0.57 Dead load
and the Bridge Design Specifications.
Uniform Building Code, 1997 Edition
20 psf
f'm = 1500 psi
fb = 500 psi
DESIGN:
DESIGN WIND LOAD:
DESIGN SEISMIC LOAD:
REINFORCED CONCRETE:
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
03/11/13
05/15/15
•" Min
Clr•" MinClr4'-0"4'-0"1'-0"6" Min 6"2" Clr3" Clr3" Clr
Typ 2'-0"Lap2" Clr
Typ
1'-0"8'-8"WADE BOECK
06000000414
06-0C9404
04/15/2016
6/5/141
H + 8"H1
1
8'-0"H =1
1
H = 8'-0"
DETAILSDETAILS 1
1
REVISED SOUNDWALL DESIGN
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
C66188
6/30/14
A. COLE
JARED
Footing Reinf Expansion
Joint
4'-0"
CMU
Cap
#4 Tot 4
C
C
• Wall
"SW1" LOL = • Wall
• Wall
"SW1" LOL
"SW1" LOL
• Wall = • Pilaster
• Wall
"SW1" LOL
"SW1" LOL
H = 10'-0"
#4, Tot 4
#4, Tot 2
#5 @ 16"#4 Cont,
Tot 8
#4 Cont,
Tot 6
#4 @ 16"
#4, Tot 4
Transparent Panel
Posts and Frame
D
D
E
E
SECTION E-E
•"=1'-0"
SECTION D-D
•"=1'-0"
• Pilaster @ STA. 687+11.33
Nominal 16" X 24"
pilaster
#4 Horiz.
4'-0"
PILASTER AT STA. 687+11.33
1"=1'-0"
Note:
For other details not
shown, see "SECTION C-C"
on sheet "SW1-3"
Note:
For "SECTION C-C" and
other details not shown,
see "SW1-3".
Expansion
Joint
#4
Tranparent panel
#4 Vertical
reinforcing
Tranparent panel
8" CMU Cap
8" CMU Cap
12" CMU Cap
OG OG OG
FG
2
1 Max
2
1 Max
2
1 Max
#5 @ 16"
#4 @ 32"
#4 @ 16",
Centered on block
FG
#4 @ 32"
FG
H = 12'-8"
#5 @ 16"
Centered on block
#4
#4 Tot 4
#4 Tot 4
#4
Where occurs
12"x16"x8"
Split face CMU,
fully grouted
8"x16"x8" Split face
CMU, Fully Grouted
Note:
For other information not
shown, see "SECTION D-D"
Note:
* Indicates other
wall height.JARED COLEROBERT SOKOLOWSKIFooting step
where occurs
8"x16"x8" Split face
CMU, Fully Grouted
SOUND WALL 1
SCALE AS SHOWN
DETAILS 2
REVISION DATE DESCRIPTION
ELEVATION
•"=1'-0"
2'-0"
#4 Tot 6
#4 @ 12
2'-0"
• 12"x16" Pilaster
#4 Horiz
Reinforcement
CMU Cap
#4 Tot 2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
1'-0"
1'-0"1'-0"6'-0"1'-6"3'-6"1'-0"H = 12'-8" (11'-4"*)3'-4"Min2'-8"Min8'-8" (7'-4"*)2'-0"Lap1'-6"2'-6"
2" Clr
Typ
2" Clr
Typ
H = 10'-0"H 1'-0"2"Clr2"Clr8"Min8"MinH + 8"13'-4" Max.5'-0"
Min
5'-0"
Min
3" ClrTyp3" ClrTyp1'-0"
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
05/15/15
03/11/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
SW1-3
6/5/14
ADDITIONAL SHEET
0 REVISED SOUNDWALL DESIGN
337a
a
C66188
6/30/14
A. COLE
JARED
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
TOTAL
STATION LIMITS
1
No.
WALL
SOUNDWALL QUANTITIES
SW1-4
338
CY
250
(SOUND WALL)
BACKFILL
STRUCTURE
CY
125
SOUND WALL
CONCRETE,
STRUCTURAL
CY
112
(MASONRY BLOCK)
SOUND WALL
SQFT
3,137
PANEL)
(TRANSPARENT
SOUND WALL
SQFT
2,891
(SOUND WALL)
STEEL
BAR Reinf
LB
9,764
9,764
(SOUND WALL)
EXCAVATION
STRUCTURE
250 125 112 3,137JARED COLEROBERT SOKOLOWSKI685+00.00 TO 692+50.67 "SW1" LOL
SOUND WALL 1
SCALE AS SHOWN
DETAILS 2
2,891
REVISION DATE DESCRIPTION
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo.
Exp.
CIVILREGISTEREDPROFESS
I
ONAL
E
NGI
NEERST
ATEOF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>$TIME$DATECHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R05-15-15USERNAME =>$USER
DGN FILE =>$REQUEST
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3 UNIT 1471 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010JASON LEMONSBAKERSFIELD, CA 93301
SUITE 201
900 TRUXTUN AVENUE
CITY OF BAKERSFIELD
06 Ker 178 R7.0/T9.1
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
442
05/15/15
03/11/13
WADE BOECK
06000000414
06-0C9404
04/15/2016
1 6/5/14
2,741 11,0893,563110
685+38.67 TO 692+50.67 "SW1" LOL
330 104
3,563 2,741 11,089330104110
1
REVISED SOUNDWALL DESIGN
C66188
6/30/14
A. COLE
JARED
SAN DIEGO, CA 92108
SUITE 700
404 CAMINO DEL RIO SOUTH
T.Y. LIN INTERNATIONAL
SIGERS
EXP. 06-30-2012
NO. GE-2806
RL
O
C
FORPDERET AOISSE
T
AT
EOF ALIF
N
E
RNEENIGIAER
N
R
NWOBCGEOTECHNICALI
ELEVATION (ft)ELEVATION (ft)840
830
820
810
800
790
780 780
860
850
840
830
820
810
800
790
REVISION DATES (PRELIMINARY STAGE ONLY)OFSHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES0123
$REQUESTFILE =>
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
CU
EA
BRIDGE NO.
POST MILE
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER TIME PLOTTED =>$TIME$DATEDATE PLOTTED =>$USERUSERNAME =>PLANS APPROVAL DATE
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
DATE
TOTAL
SHEETS
SHEET
No
POST MILES
TOTAL PROJECTROUTECOUNTYDIST
CHECKED BY:
DRAWN BY:
SIGN OFF DATE
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
06
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
LOG OF TEST BORINGS NO. 1 OF 4
REGISTERED ENGINEER
850
860
Eric Brown
VERTICAL 1" = 10'
HORIZONTAL 1" = 30'
PROFILE
KER
06
0C9404
CL
xxx-xxxx
4/20/12
xxxx
178 R6.9/T9.2
SAN MARCOS, CA 92069
145 VALLECITOS DE ORO, SUITE E
EARTH MECHANICS, INC.
BAKERSFIELD, CA 93301
900 TRUXTUN AVENUE, SUITE 201
CITY OF BAKERSFIELD
(Ala) A. Thurairajah
682+00
Eric Brown
04/20/12
Kiat Kaekul and (Ala) A. Thurairajah
A-12-02"A" LineEl. +830.00 ft 8
1.423 M PA dense, 2% GRAVEL, 84% fine to coarse SAND, 14% non
plastic fines.
2.469 very dense.
1.421 CLAYEY SAND (SC): medium dense, olive brown, dry,
trace GRAVEL, mostly medium to coarse SAND, little non
plastic fines.
2.483 very dense, light brown.
1.450/4"
Terminated at El. 804.2 ft
Drilled from 03/02/2012
Hammer Energy Ratio (ERi=80%)
Poorly graded SAND with CLAY (SP-SC): olive brown, moist.
A-12-03"A" LineEl. +836.50 ft 8 9" AC / 16" AB.
CLAYEY SAND with GRAVEL (SC): brown, moist.
1.473 M CR very dense, little GRAVEL, mostly fine to coarse SAND,
little non plastic fines.
2.450/6"yellowish brown.
1.430 dense.
2.490 very dense, brown.
1.446
Terminated at El. 810 ft
Drilled from 03/02/2012
Hammer Energy Ratio (ERi=80%)
SR-178 = "A" Line
683+00 684+00 685+00 686+00 687+00 688+00 689+00681+00
SOUND WALL NO. 1
BENCHMARKS:
NOTES:
(2) 2.4" samples were taken using a California Split-spoon Sampler.
Vertical Datum: NAVD 88
Horizontal Datum: NAD 83, Zone 5, 1991.35 epoch
The control section FUO159 has been estabilished as the project benchmark.
"A" LINE
685 686
"A" LINE
687 688 689 690
"A" LINE
691 692
BEGIN SW No. 1
"A" 685+00.00 124.37' Lt
="SW1" 685+00.00
(1) This LOTB sheet (Boring Record) was prepared in accordance with the Caltrans Soil and Rock Classification Logging, Classification and Presentation Manual (June 2007).
(3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30" was used to advance the drive sampler.
8 A-12-02 8 A-12-03 8 A-12-04 8A-12-05
TO MT MEADOWS
TO ROSEDALE
"A" 692+50.00 124.38' Lt
="SW1" 692+50.00
END SW No. 1
PLAN
1" = 80'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
1 4
339 442
03/11/13
04/15/2015
SIGERS
EXP. 06-30-2012
NO. GE-2806
RL
O
C
FORPDERET AOISSE
T
AT
EOF ALIF
N
E
RNEENIGIAER
N
R
NWOBCGEOTECHNICALI
ELEVATION (ft)ELEVATION (ft)840
830
820
810
800
790
780 780
860
850
840
830
820
810
800
790
REVISION DATES (PRELIMINARY STAGE ONLY)OFSHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES0123
$REQUESTFILE =>
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
CU
EA
BRIDGE NO.
POST MILE
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER TIME PLOTTED =>$TIME$DATEDATE PLOTTED =>$USERUSERNAME =>PLANS APPROVAL DATE
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
DATE
TOTAL
SHEETS
SHEET
No
POST MILES
TOTAL PROJECTROUTECOUNTYDIST
CHECKED BY:
DRAWN BY:
SIGN OFF DATE
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
06
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
LOG OF TEST BORINGS NO. 2 OF 4
REGISTERED ENGINEER
850
860
Eric Brown
VERTICAL 1" = 10'
HORIZONTAL 1" = 30'
PROFILE
KER
06
0C9404
CL
xxx-xxxx
4/20/12
xxxx
178 R6.9/T9.2
SAN MARCOS, CA 92069
145 VALLECITOS DE ORO, SUITE E
EARTH MECHANICS, INC.
BAKERSFIELD, CA 93301
900 TRUXTUN AVENUE, SUITE 201
CITY OF BAKERSFIELD
(Ala) A. Thurairajah
689+00
Eric Brown
04/20/12
Kiat Kaekul and (Ala) A. Thurairajah
A-12-05
"A" LineEl. +847.00 ft 8 8" AC / 12" AB.
R CLAYEY SAND with GRAVEL (SC): yellowish brown, moist.
1.447 CR M PA PI very dense, 20% GRAVEL, 47% fine to coarse SAND,
33% low plastic fines.
2.450/6"brown.
1.422 Poorly graded SAND with SILT (SP-SM): medium dense,
yellowish brown, moist, trace GRAVEL, mostly fine to
coarse SAND, few non plastic fines.
2.480 very dense, olive brown.
1.432 dense.
Terminated at El. 820.5 ft
Drilled from 03/02/2012
Hammer Energy Ratio (ERi=80%)
SR-178 = "A" Line
690+00 691+00 692+00 693+00 694+00 695+00 696+00688+00
A-12-04
"A" LineEl. +842.50 ft 8 9" AC / 15" AB.
SILTY SAND (SM): yellowish brown, moist.
1.427 dense, mostly fine to coarse SAND, little non plastic
fines.
2.462 DS M UW very dense, olive brown.
1.417 medium dense, dark brown.
2.450/6"very dense.
1.431 dense, few GRAVEL.
Terminated at El. 816 ft
Drilled from 03/02/2012
Hammer Energy Ratio (ERi=80%)
SOUND WALL NO. 1
BENCHMARKS:
NOTES:
(2) 2.4" samples were taken using a California Split-spoon Sampler.
Vertical Datum: NAVD 88
Horizontal Datum: NAD 83, Zone 5, 1991.35 epoch
The control section FUO159 has been estabilished as the project benchmark.
(1) This LOTB sheet (Boring Record) was prepared in accordance with the Caltrans Soil and Rock Classification Logging, Classification and Presentation Manual (June 2007).
(3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30" was used to advance the drive sampler.
"A" LINE
685 686
"A" LINE
687 688 689 690
"A" LINE
691 692
BEGIN SW No. 1
"A" 685+00.00 124.37' Lt
="SW1" 685+00.00 8 A-12-02 8 A-12-03 8 A-12-04 8A-12-05
TO MT MEADOWS
TO ROSEDALE
"A" 692+50.00 124.38' Lt
="SW1" 692+50.00
END SW No. 1
PLAN
1" = 80'
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
2 4
340 442
03/11/13
04/15/2016
SIGERS
EXP. 06-30-2012
NO. GE-2806
RL
O
C
FORPDERET AOISSE
T
AT
EOF ALIF
N
E
RNEENIGIAER
N
R
NWOBCGEOTECHNICALI
REVISION DATES (PRELIMINARY STAGE ONLY)OFSHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES0123
$REQUESTFILE =>
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
CU
EA
BRIDGE NO.
POST MILE
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER TIME PLOTTED =>$TIME$DATEDATE PLOTTED =>$USERUSERNAME =>PLANS APPROVAL DATE
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
DATE
TOTAL
SHEETS
SHEET
No
POST MILES
TOTAL PROJECTROUTECOUNTYDIST
CHECKED BY:
DRAWN BY:
SIGN OFF DATE
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
REGISTERED ENGINEER
Eric Brown
KER
06
0C9404
CONSISTENCY OF COHESIVE SOILS
Field Approximation
Readily indented by thumbnail
1 to 2
2 to 4
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
< 0.25
0.25 to 0.50
0.50 to 1.0
> 4.0
1 to 2
2 to 4
< 0.25
0.25 to 0.50
0.50 to 1.0
> 4.0
< 0.12
0.12 to 0.25
0.25 to 0.50
> 2.0
0.50 to 1.0
1.0 to 2.0
Description
Strength (tsf)
Compressive
Unconfined
Measurement (tsf)
Penetrometer
Pocket
Measurement (tsf)
Torvane
penetrated only with great effort
Readily indented by thumb but
difficulty
Indented by thumbnail with
by fist
Easily penetrated several inches
by thumb
Easily penetrated several inches
thumb with moderate effort
Penetrated several inches by
PLASTICITY OF FINE-GRAINED SOILS
A 1/8-inch thread cannot be rolled at any water content.Nonplastic
Low
Medium
High
CriteriaDescription
plastic limit.
The thread can barely be rolled and the lump cannot be formed when drier than the
when drier than the plastic limit.
The thread cannot be rerolled after reaching the plastic limit. The lump crumbles
The thread is easy to roll and not much time is required to reach the plastic limit.
without crumbling when drier than the plastic limit.
can be rerolled several times after reaching the plastic limit. The lump can be formed
It takes considerable time rolling and kneading to reach the plastic limit. The thread
Weak
Moderate
Strong
Criteria
CEMENTATION
Description
pressure.
Will not crumble or break with finger
finger pressure.
Crumbles or breaks with considerable
little finger pressure.
Crumbles or breaks with handling or
Size
Size
SizeSizeDynamic Cone Penetration Boring
Auger Boring
Rotary percussion boring (air)
Rotary drilled boring
Rotary drilled diamond core
Other
Cone Penetration Test (ASTM D 5778-95)
Hand Auger
Hand driven (1-inch soil tube)
Note: Size in inches.
Symbol Description
P
R
A
D
R
CPT
HA
HD
O
Type
Hole
BOREHOLE IDENTIFICATION
UUMUW
i
ROTARY BORING
Description of material
Hole I.D.
3"
Field & Lab Tests
Material change
Estimated material change
Soil/Rock boundary
or as noted
P = push sample,
(per ASTM 1586-99),
SPT N-Value
Top Hole El.Location 16 1.4
Date measured
Elev. GWS
Boring Date
Hammer Energy Ratio (ER ) = %
Top Hole El.
P
60
500
(S)
(S)
Date measured
30
P
GWS Elev. Location Hole I.D.
1"
Pulled Pipe
Ground water
surface
materials
Sample
taken
Description of
Refusal
Boring Date
HAND BORING
GWS
NC
P
2
4
4
6
10
37
17
56
91
58
65
60
43
113
154Location Top Hole El.
Elev.
100
180/
0-
9
200
Date measured
Hole I.D.
DYNAMIC CONE PENETRATION BORING
Pushed
Boring Date
No count recorded
Terminated at Elev
Terminated at Elev
drop or as noted)
hammer with a 12"
(Using 28 lb hand
Blows per 12"
cone, or as noted)
hammer and a 2.2"
MB 156 percussion
(using a Stanley
seconds per 12"
Driving rate in
1.4REF
initial 6" interval
penetration during the
produced the indicated
50 blows
REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007)
Casing driven
(inches)
Size of Sampler
CONE PENETRATION TEST (CPT) SOUNDING
2
on tip element
Hole I.D.Location Top Hole El.
Boring Date
Friction Ratio (%)Tip Bearing (MPa)
024 302010
2
Pressure measured
along sleeve friction
element (34.88 in
area) divided by
pressure measured
on tip element.
Pressure measured
(2.33 in area)
6
LOG OF TEST BORINGS NO. 3 OF 4
4/20/12
xxx-xxxx(Ala) A. Thurairajah Eric Brown
xxxx
06 178 R6.9/T9.2
BAKERSFIELD, CA 93301
900 TRUXTUN AVENUE, SUITE 201
CITY OF BAKERSFIELD
SAN MARCOS, CA 92069
145 VALLECITOS DE ORO, SUITE E
EARTH MECHANICS, INC.
04/20/12
Kiat Kaekul and (Ala) A. Thurairajah
SOUND WALL NO. 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
341 442
3 4
03/11/13
04/15/2015
SIGERS
EXP. 06-30-2012
NO. GE-2806
RL
O
C
FORPDERET AOISSE
T
AT
EOF ALIF
N
E
RNEENIGIAER
N
R
NWOBCGEOTECHNICALI
REVISION DATES (PRELIMINARY STAGE ONLY)OFSHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES0123
$REQUESTFILE =>
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
CU
EA
BRIDGE NO.
POST MILE
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA PROJECT ENGINEER TIME PLOTTED =>$TIME$DATEDATE PLOTTED =>$USERUSERNAME =>PLANS APPROVAL DATE
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
DATE
TOTAL
SHEETS
SHEET
No
POST MILES
TOTAL PROJECTROUTECOUNTYDIST
CHECKED BY:
DRAWN BY:
SIGN OFF DATE
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
06
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
REGISTERED ENGINEER
Eric Brown
KER
06
0C9404
LOG OF TEST BORINGS NO. 4 OF 4
REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007)
ORGANIC SOIL
ORGANIC SOIL with SAND
ORGANIC SOIL with GRAVEL
SANDY ORGANIC SOIL
SANDY ORGANIC SOIL with GRAVEL
GRAVELLY ORGANIC SOIL
GRAVELLY ORGANIC SOIL with SAND
SILTY CLAY
SILTY CLAY with SAND
SILTY CLAY with GRAVEL
SANDY SILTY CLAY
SANDY SILTY CLAY with GRAVEL
GRAVELLY SILTY CLAY
GRAVELLY SILTY CLAY with SAND
SILT with SAND
SILT with GRAVEL
SANDY SILT
SANDY SILT with GRAVEL
Group Names Group Names
GROUP SYMBOLS AND NAMES
GRAVELLY SILT
GRAVELLY SILT with SAND
SILT
ORGANIC SILT with SAND
ORGANIC SILT with GRAVEL
SANDY ORGANIC SILT
SANDY ORGANIC SILT with GRAVEL
GRAVELLY ORGANIC SILT
GRAVELLY ORGANIC SILT with SAND
ORGANIC SILT
COBBLES and BOULDERS
BOULDERS
SAND (or SILTY CLAY and SAND)
(or SILTY CLAY and SAND)
SILTY GRAVEL
CLAYEY GRAVEL
SILTY, CLAYEY GRAVEL
SILTY SAND
CLAYEY SAND
PEAT
SILTY, CLAYEY SAND
(or SILTY CLAY)
(or SILTY CLAY)
SILTY, CLAYEY SAND with GRAVEL
CLAYEY SAND with GRAVEL
SILTY SAND with GRAVEL
GRAVEL (or SILTY CLAY and GRAVEL)
(or SILTY CLAY)
(or SILTY CLAY and GRAVEL)
COBBLES
SILTY, CLAYEY GRAVEL with SAND
CLAYEY GRAVEL with SAND
SILTY GRAVEL with SAND
(or SILTY CLAY)
SM
SC
GW
GW-GM
PT
SC-SM
GW-GC
GP-GM
GP-GC
GM
GC
GP
GC-GM
SP-SC
SW
SP
SW-SM
SW-SC
SP-SM
Graphic/Symbol
OL
OL
CH
MH
OH
OL/OH
OH
CL
CL-ML
ML
Graphic/Symbol
SANDY lean CLAY with GRAVEL
SANDY lean CLAY
GRAVELLY lean CLAY with SAND
SANDY ORGANIC lean CLAY with GRAVEL
GRAVELLY ORGANIC lean CLAY
GRAVELLY ORGANIC lean CLAY with SAND
GRAVELLY lean CLAY
ORGANIC lean CLAY
ORGANIC lean CLAY with SAND
ORGANIC lean CLAY with GRAVEL
SANDY ORGANIC lean CLAY
SANDY ORGANIC fat CLAY
SANDY ORGANIC fat CLAY with GRAVEL
GRAVELLY ORGANIC fat CLAY
GRAVELLY ORGANIC fat CLAY with SAND
SANDY fat CLAY
SANDY fat CLAY with GRAVEL
GRAVELLY fat CLAY
GRAVELLY fat CLAY with SAND
ORGANIC fat CLAY
ORGANIC fat CLAY with SAND
ORGANIC fat CLAY with GRAVEL
ORGANIC elastic SILT with SAND
ORGANIC elastic SILT with GRAVEL
SANDY ORGANIC elastic SILT
SANDY ORGANIC elastic SILT with GRAVEL
GRAVELLY ORGANIC elastic SILT
GRAVELLY ORGANIC elastic SILT with SAND
ORGANIC elastic SILT
SANDY elastic SILT
GRAVELLY elastic SILT with SAND
SANDY elastic SILT with GRAVEL
GRAVELLY elastic SILT
Well-graded GRAVEL with CLAY and SAND
Well-graded GRAVEL with SILT and SAND
Well-graded GRAVEL with SILT
Well-graded SAND
Well-graded SAND with SILT
Well-graded GRAVEL with CLAY
Well-graded GRAVEL
Well-graded SAND with SILT and GRAVEL
Well-graded SAND with CLAY and GRAVEL
Well-graded GRAVEL with SAND
Well-graded SAND with GRAVEL
Well-graded SAND with CLAY
Poorly graded GRAVEL with SAND
Poorly graded GRAVEL with CLAY and
Poorly graded GRAVEL
Poorly graded GRAVEL with SILT and SAND
Poorly graded GRAVEL with SILT
Poorly graded SAND
Poorly graded SAND with SILT
Poorly graded SAND with CLAY
Poorly graded SAND with CLAY and
Poorly graded SAND with SILT and GRAVEL
Poorly graded SAND with GRAVEL
Poorly graded GRAVEL with CLAY
Lean CLAY
Lean CLAY with GRAVEL
Lean CLAY with SAND
Fat CLAY
Fat CLAY with SAND
Fat CLAY with GRAVEL
Elastic SILT with SAND
Elastic SILT with GRAVEL
Elastic SILT
CP
C
UU
CU
CR
EI
UC
PI
Pocket PenetrometerPP
TV
M
OC
SE
UW
VS
DS
SG
PL
SL
CL
R
SW
PA
P
PM Pressure Meter
Pocket Torvane
TESTING
FIELD AND LABORATORY
Consolidation (ASTM D 2435)
Collapse Potential (ASTM D 5333)
Compaction Curve (CTM 216)
(CTM 643, CTM 422, CTM 417)
Corrosivity Testing
Triaxial (ASTM D 4767)
Consolidated Undrained
Direct Shear (ASTM D 3080)
Expansion Index (ASTM D 4829)
Moisture Content (ASTM D 2216)
Organic Content-% (ASTM D 2974)
Permeability (CTM 220)
Particle Size Analysis (ASTM D 422)
Liquid Limit (AASHTO T 89)
Plasticity Index (AASHTO T 90)
Point Load Index (ASTM D 5731)
R-Value (CTM 301)
Sand Equivalent (CTM 217)
Specific Gravity (AASHTO T 100)
Shrinkage Limit (ASTM D 427)
Swell Potential (ASTM D 4546)
(ASTM D 2166)
Unconfined Compression-Soil
(ASTM D 2938)
Unconfined Compression-Rock
Triaxial (ASTM D 2850)
Unconsolidated Undrained
Unit Weight (ASTM D 4767)
Vane Shear (AASHTO T 223)
PERCENT OR PROPORTION OF SOILS
MOISTURE
APPARENT DENSITY OF COHESIONLESS SOILS
PARTICLE SIZE
Description
Very Dense
Dense
Medium Dense
Loose
Very loose
Criteria
Damp but no visible water
Description
Dry
Moist
Wet
touch
Absence of moisture, dusty, dry to the
below water table
Visible free water, usually soil is
Criteria
5 to 10%
15 to 25%
30 to 45%
50 to 100%
Trace
Few
Little
Some
Mostly
Description
be less than 5%
Particles are present but estimated to
Size
Boulder
Cobble
Gravel
Sand
Description
Coarse
Fine
Coarse
Medium
Fine
No. 10 to No. 4
No. 40 to No. 10
No. 200 to No. 40
60
> 50
31 - 50
11 - 30
5 - 10
0 - 4
> 12"
No. 4 to 3/4"
SPT N (Blows / 12 inches)
3/4" to 3"
3" to 12"
xxx-xxxx
4/20/12
(Ala) A. Thurairajah Eric Brown
xxxx
178 R6.9/T9.2
BAKERSFIELD, CA 93301
900 TRUXTUN AVENUE, SUITE 201
CITY OF BAKERSFIELD
SAN MARCOS, CA 92069
145 VALLECITOS DE ORO, SUITE E
EARTH MECHANICS, INC.
04/20/12
Kiat Kaekul and (Ala) A. Thurairajah
SOUND WALL NO. 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0C9404
WADE BOECK
4 4
342 442
03/11/13
04/15/2016