HomeMy WebLinkAbout12.1-182 ( A)8981,11
JANUARY
NCRIOP
DETARO
CALIF0RNIACITYOFB DLEIFSREKA
Cross Valley Canal
Kern River
Los AngelesToLIMITS
PROJECT
CALTRANSVERDUGO LnROSEDALE Hwy COFFEE RdFRUITVALE AveALLEN RdJEWETTA AveBRIMHALL Rd
WESTSIDE Pkwy CALLOWAY DrSTOCKDALE Hwy
ROSEDALE Hwy
COFFEE RdSTOCKDALE Hwy StMOHAWKOAK StAveTRUXTUN Ave
StMOHAWK
ASHE RdAPPROVED BY:
CITY OF BAKERSFIELD
COUNTY OF KERN
SHEETS
TOTAL
No.
SHEET
46.1/51.7
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
TIME PLOTTED =>8:44:13 AM8/5/2019pbrownUSERNAME =>DATE
DATECIVIL ENGINEER IV - TRIP PROGRAM MANAGER
DATE
DATE PLOTTED =>DATE
APPROVAL RECOMMENDED BY:
PUBLIC WORKS DIRECTOR
DATE
REGISTERED CIVIL ENGINEER
ROSEDALE HIGHWAY/STATE ROUTE 58 WIDENING
DEPARTMENT OF PUBLIC WORKS
CITY OF BAKERSFIELD
TO BE SUPPLEMENTED BY THE CITY OF BAKERSFIELD
CITY OF BAKERSFIELD
KERN COUNTY
SAN DIEGO
LOS ANGELES
FRESNO
SAN FRANCISCO
SACRAMENTO
STATE OF CALIFORNIA
THE "NOTICE TO CONTRACTORS".
(OR CLASSES) OF LICENSE AS SPECIFIED IN
THE CONTRACTOR SHALL POSSESS THE CLASS
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE AT "811", 48 HOURS PRIOR TO
EXCAVATION.
ROSEDALE HIGHWAY/ STATE ROUTE 58: 5.6 MILES SR-99NO SCALE To FresnoBNSF RR
BNSF RR SR-99SR-58
CALIFORNIA
ST-1
ST-2
ST-5
ST-8
ST-14
ST-16
T-1
T-10
T-11
T-15
T-22
T-25
T-27
T-28
A10A
A10B
A10C
A10D
A10E
A20A
R-33
R-34
R-39
R-50
R-52
R-54
R-55
R-56
R-59
R-60
R-62
R-65
NOTES:
1.
2.
PROJECT LENGTH:
BENCHMARK:
LOCATION MAP
BASIS OF BEARING:
CITY STANDARDS:COUNTY STANDARDS:
06 Ker 58
SJVRHORIZONTAL DATUM:
SUBDIVISION AND ENGINEERING DESIGN MANUAL DATED JULY 1989,
STATE STANDARDS (2010):
EJ
W yE.OWAYCALL CANAL
T CAMINO DEL RIO CtGIBSON StW.CALL
O
WAYCANAL
FRIA
NT
PATTON WyKERN
CANALTHE COUNTY OF KERN DEVELOPMENT STANDARDS DATED MAY 2010,
COUNTY
KERN COUNTY
KERN
DATE
CRAIG M. POPE - ROAD COMMISSIONER DIRECTOR
DATE
A20C
A20D
A20B
OF BEARINGS FOR THIS SURVEY.
CORS SITES BVPP AND WGPP, WAS TAKEN AS THE BASIS
BETWEEN CALIFORNIA SPATIAL REFERENCE CENTER FOR
THE BEARING OF SOUTH 63°14'53" EAST AS MEASURED
ELEV. = 448.391 FEET (NAVD88)
HIGHWAY.
NEAR THE INTERSECTION OF 7TH STANDARD ROAD AND GOLDEN STATE
HEADWALL FOR 12" DIAMETER REINFORCED CONCRETE PIPES LOCATED
"HPGN D CA 06 FL", A SURVEY DISK SET IN THE NORTH END OF A
SAN JOAQUIN VALLEY HEIGHT MODERNIZATION PROJECT BENCH MARK
ELEVATIONS ARE BASED ON CALIFORNIA SPATIAL REFERENCE CENTER
50-0057
Br#
50-0181
Br#
BAKERSFIELD
CITY OF
50-0058
Br#
50-0059
Br#
E-MAIL: RANDALL.PERRY@GWRR.COM
PHONE: 559-592-4247
SAN JOAQUIN VALLEY RAILROAD (SJVR)
RANDY PERRY, GENERAL MANAGER
E-MAIL: ELIZABETH.LLERANDI@RAILAMERICA.COM
PHONE: 559-592-1857 Ext. 2236
SAN JOAQUIN VALLEY RAILROAD (SJVR)
LIZA LLERANDI, Asst. GENERAL MANAGER
PERSONNEL SHOULD BE NOTIFIED:
FLAGGER ONE OF THE FOLLOWING RAILROAD
RAILROAD RIGHT-OF-WAY. TO SCHEDULE A RAILROAD
WORK PERFORMED WITHIN OR ADJACENT TO THE
MINIMUM OF 72 HOURS NOTICE IN ADVANCE OF ANY
THE CONTRACTOR SHALL PROVIDE THE RAILROAD A
OVER, UNDER, OR WITHIN RAILROAD RIGHT-OF-WAY.
CONTRACTORS'S WORK ACTIVITIES ARE LOCATED
DEVICES WILL BE REQUIRED AND FURNISHED WHEN
RAILROAD FLAGGER AND PROTECTIVE SERVICES AND3.
AND THE CALTRANS STANDARD PLANS DATED APRIL 2013
T-2
T-3
T-4
T-20
R-61
T-1
T-2
T-3
T-4
T-7
T-12
T-13
A87A
A88A
A24A
RSP A24A
A24B
RSP A24C
A24D
RSP A24E
RSP A24F
A62B
A62C
A73A
A73B
A73C
T3B
B0-1
B0-3
T1A
T3A
RSP T11
RSP T12
B0-5
B2-5
RS1
RS2
B7-5
RS4
B11-51
B11-54
PLANS OFINDEX
No.SHEET DESCRIPTION
1 SHEETTITLE
231-234
235-236
237-268
310-311 QUANTITIES OFSUMMARY
314
312-313 PLAN CONTROLEROSION
315 QUANTITIES CONTROLEROSION
269-270
271-274
275
276
277-280
281
282 SIGNS AREACONSTRUCTION
285-287
288-296
297-300 QUANTITES HANDLINGTRAFFIC
301-302
303-304 QUANTITIES DELINEATIONPAVEMENT
305 DETAILSSIGN
306-309 QUANTITESSIGN
316-317 LIGHTING
318-359 LIGHTING ANDSIGNAL
360 SYSTEM TELEVISION CIRCUITCLOSED
361 SYSTEM SIGN MESSAGECHANGEABLE
362 SCHEDULE SPRINKLERIRRIGATION
363-365 PLANS PLANTING ANDIRRIGATION
366 QUANTITIESIRRIGATION
366
ARTURO VIVAR
C70076
06-11-14
283-284
STAGE CONSTRUCTION
TRAFFIC HANDLING
EROSION CONTROL LEGEND
ACTING DESIGN OVERSIGHT ENGINEER
SCOTT FRIESEN
NICOLAS FIDLER
ASSISTANT PUBLIC WORKS DIRECTOR
THEODORE D. WRIGHT
TRAFFIC ENGINEERING
RYAN STARBUCK
DRAINAGE QUANTITIES
UTILITY QUANTITIES
TYPICAL CROSS SECTIONS
LAYOUT PLANS
CONSTRUCTION DETAILS
DRAINAGE PLANS
DRAINAGE PROFILES
DRAINAGE DETAILS
UTILITY PLANS
MOTORIST INFORMATION PLAN
PAVEMENT DELINEATION AND SIGN PLANS
NORTH AMERICAN DATUM OF 1983 (NAD83)
BVPP AND WGPP. THE PROJECT CONVERGENCE ANGLE IS: -0°39'06".
BY THE CALIFORNIA SPATIAL REFERENCE CENTER FOR CORS SITES
ZONE V, 1983 NAD, (2004.0 EPOCH), USING COORDINATES PROVIDED
PLANE COORDINATES: CALIFORNIA COORDINATE SYSTEM (CCS 83),
DIVIDING GRID DISTANCE BY A FACTOR OF 0.99997062.
COMBINATION FACTOR: GROUND DISTANCES MAY BE OBTAINED BY
EA 06-0F3604
SEE INDEX OF PLANS FOR
ADDED/REVISED SHEET NUMBERS
NEW NUMBER OF TOTAL SHEETS- 412
1
234r
231r, 232r, 233r
235r, 236r
237r, 238r, 239r, 240r,
265r, 266r, 268a
259r, 260r, 261r, 262r, 263r, 264r,
252r, 253r, 255r, 256r, 257r, 258r,
241r, 242r, 243r, 249r, 250r, 251r,
269r, 270r
275a
283r, 284r
301r
EP No. 0614-AOP-0912
COOP AGREEMENT No. 16-1412
PROJECT ID: 0600000076
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
of As-built information
R.E. Signature for final approval
06-0F3604
12/15/16
KRISTINA P. BUDAK
271r, 273r, 274r,
277r, 278r, 279r
288r, 292r, 293r
REENIG
NE LANOISSEFORP DERETSIGER
AINROFILAC FO ETATS CIVIL
X4-1
NO SCALE
TYPICAL CROSS SECTIONS
SEGMENT 4
ROADWAY DESIGN DESIGNATION
ESAL = 68,780,000
DHV = 6,545
ADT (2035) = 67,100
ADT (2007) = 49,400
TI = 14.5
V = 45 MPH
T = 8.8%
D = 50.4%
20
ARTURO VIVAR
C70076
STRUCTURAL SECTIONS
PROPOSED TYPICAL PAVEMENT
1.
2.DIMENSIONS ARE TO FL OF CURB.
3.
4.
SIDEWALK SEE LAYOUT SHEETS.
FOR EXACT LIMITS OF CURB AND GUTTER AND
DETAILS.
FOR PAVEMENT ELEVATIONS, SEE CONSTRUCTION
NOTES:
3
1
2
4
5 0.35' PCC
0.95' Cl 2 AB
0.75' HMA (TYPE A)
STRUCTURAL SECTIONS
EXISTING TYPICAL PAVEMENT
L
M
N
O
P
0.56 AB
0.75 AC
0.56 AB
0.50 PCC
0.75 AC
0.56 AB
0.33 PCC
0.83 AC
0.63 AB
0.56 AC
0.63 AB
0.90 AC
Q
0.63 AB
0.58 PCC
0.54 AC
R
0.63 AB
0.50 PCC
0.75 AC
S 0.58 AB
0.67 AC
T 0.50 AB
0.58 AC
U 0.50 AB
0.81 AC
V 0.67 AB
0.56 AC
W 0.58 AB
1.04 AC
X
0.33 AB
0.17 PCC
0.58 AC
0.20' HMA-A OVERLAY
COLD PLANE AC Pvmt 0.20' Max
AT THE DISTRICT OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE
0.25' HMA (TYPE A) MISCELLANEOUS AREAS
231
0.90' Cl 2 AB
0.65' HMA (TYPE A) (Mod)
ROSEDALE HIGHWAY
R/WR/W
22
5
3
FL
FL ETWETW
3.75'
HP
4:1 OR FLATTER
Var
2% &
11'6.75'
Var
2% &
Sta 1049+47.94 TO 1052+00
49'49'
66.75'55'-60.48'
0.52'
4.89'-
4:1 OR FLATTER
TYPE B2-6 CURB L M
2%
0.3%-0.4%
Var
1.5%
CURB
B1-6
TYPE
"ROS" LINE
TYPE B2-6 CURB
R/WR/W
ROSEDALE HIGHWAY
22
5 3
FLETWETWFL
HP
3.75'
6.75'
4:1 OR FLATTERVar
2% &
Var
2% &
Sta 1046+00 TO 1049+47.94
40'-49'11'-17'40'-49'
66.75'-69.75'60.48'-71.75'
TYPE B1-6 CURB
9.49'
10.52'-
N
M
0.3%-0.5%
Var
1.5%
TYPE B2-6 CURB
TYPE B2-6 CURB
4:1 OR FLATTER
"ROS" LINE
ROSEDALE HIGHWAY
R/W
SAWCUT SAWCUT
FLETWETWFL
5
5
223
44
2%2%2%
2%
2 2
4'15.50'28.50'6.75'17'
HP
R/W
Sta 1038+67.07 TO 1046+00
35.70' -41'27.30'-30'6.75'
2'
69.75'-77.75'71.75'
2'
TYPE B1-6 CURB
CURB
TYPE B1-6
N M
2.0%-7.5%
Var
3'
1.5%
1.5%
SAWCUT
TYPE B2-6 CURB
TYPE B2-6 CURB
4:1 OR FLATTER
4:1 OR FLATTER2%
"ROS" LINE
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:15 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
NO SCALE
TYPICAL CROSS SECTIONS
SEGMENT 4
ROADWAY DESIGN DESIGNATION
ESAL = 68,780,000
DHV = 6,545
ADT (2035) = 67,100
ADT (2007) = 49,400
TI = 14.5
V = 45 MPH
T = 8.8%
D = 50.4%
20
ARTURO VIVAR
C70076
STRUCTURAL SECTIONS
PROPOSED TYPICAL PAVEMENT
1.
2.DIMENSIONS ARE TO FL OF CURB.
3.
4.
SIDEWALK SEE LAYOUT SHEETS.
FOR EXACT LIMITS OF CURB AND GUTTER AND
DETAILS.
FOR PAVEMENT ELEVATIONS, SEE CONSTRUCTION
NOTES:
3
1
2
4
5 0.35' PCC
0.95' Cl 2 AB
0.75' HMA (TYPE A)
STRUCTURAL SECTIONS
EXISTING TYPICAL PAVEMENT
L
M
N
O
P
0.56 AB
0.75 AC
0.56 AB
0.50 PCC
0.75 AC
0.56 AB
0.33 PCC
0.83 AC
0.63 AB
0.56 AC
0.63 AB
0.90 AC
Q
0.63 AB
0.58 PCC
0.54 AC
R
0.63 AB
0.50 PCC
0.75 AC
S 0.58 AB
0.67 AC
T 0.50 AB
0.58 AC
U 0.50 AB
0.81 AC
V 0.67 AB
0.56 AC
W 0.58 AB
1.04 AC
X
0.33 AB
0.17 PCC
0.58 AC
0.20' HMA-A OVERLAY
COLD PLANE AC Pvmt 0.20' Max
AT THE DISTRICT OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE
0.25' HMA (TYPE A) MISCELLANEOUS AREAS
231r
0.90' Cl 2 AB
0.65' HMA (TYPE A) (Mod)
REVISED SHEET
1
02/08/161 VECP PAVEMENT REVISIONS (RFI #327)
1ROSEDALE HIGHWAY
R/WR/W
22
5
3
FL
FL ETWETW
3.75'
HP
4:1 OR FLATTER
Var
2% &
11'6.75'
Var
2% &
Sta 1049+47.94 TO 1052+00
49'49'
66.75'55'-60.48'
0.52'
4.89'-
4:1 OR FLATTER
TYPE B2-6 CURB L M
0.14%-2.6%
Var
1.5%
CURB
B1-6
TYPE
"ROS" LINE
Var
5% &
Shld
2 4
3.5'-8.14'
Var
Var 20.28'-30.13'
8'-11'
SAWCUTSAWCUT
TYPE B2-6 CURB
R/WR/W
ROSEDALE HIGHWAY
22
5 3
FLETWETWFL
HP
3.75'
6.75'
4:1 OR FLATTERVar
2% &
Var
2% &
Sta 1046+00 TO 1049+47.94
40'-49'11'-17'40'-49'
66.75'-69.75'60.48'-71.75'
TYPE B1-6 CURB
9.49'
10.52'-
N
M
0.3%-0.5%
Var
1.5%
TYPE B2-6 CURB
TYPE B2-6 CURB
4:1 OR FLATTER
"ROS" LINE R/W
4
FLETW
HP
3.75'
4:1 OR FLATTERVar
2% &
40'-49'
60.48'-71.75'
9.49'
10.52'-
M TYPE B2-6 CURBTYPE B1-6 CURB
Sta 1048+00 TO 1049+47.94
Shld
"ROS" LINE
3
Var
5% &
2
0.14%-0.4%
Var
Var 30.32' -33'
8'-11'SAWCUT
ROSEDALE HIGHWAY
R/W
SAWCUT SAWCUT
FLETWETWFL
5
5
223
44
2%2%2%
2%
2 2
4'15.50'28.50'6.75'17'
HP
R/W
Sta 1038+67.07 TO 1046+00
35.70' -41'27.30'-30'6.75'
2'
69.75'-77.75'71.75'
2'
TYPE B1-6 CURB
CURB
TYPE B1-6
N M
2.0%-7.5%
Var
3'
1.5%
1.5%
SAWCUT
TYPE B2-6 CURB
TYPE B2-6 CURB
4:1 OR FLATTER
4:1 OR FLATTER2%
"ROS" LINE
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:16 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
X4-1rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
X4-2
NO SCALE
TYPICAL CROSS SECTIONS
SEGMENT 4
ARTURO VIVAR
C70076
1.
2.
DIMENSIONS ARE TO FL OF CURB.3.
4.
AT COUNTY OF KERN OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE
SIDEWALK SEE LAYOUT SHEETS.
FOR EXACT LIMITS OF CURB AND GUTTER AND
DETAILS.
FOR PAVEMENT ELEVATIONS, SEE CONSTRUCTION
NOTES:
SEE SHEET X4-1.
FOR TYPICAL PAVEMENT STRUCTURAL SECTIONS
5.
232
R/WR/W
ROSEDALE HIGHWAY
2%
2
4
2%
5
2%
2
2%
4
32
2
Sta 1063+25.65 TO 1068+87.67
5
FLFLETW
3'
ETW
4:1 OR FLATTER
59.75'57.75'
27.50'18.50'6.75'36.50'16.50'6.75'
2'2'
4'
TYPE B1-6 CURB
TYPE B2-6 CURB
TYPE B2-6 CURB
4:1 OR FLATTER
3'
O
HP
P
0.1%-16.0%
Var
SAWCUT
SAWCUT
1.5%
1.5%
"ROS" LINE
ROSEDALE HIGHWAY
Sta 1057+25.09 TO 1063+25.65
R/W
FL
5
5
2
2
3
4
4
2%2%
2%
2%
FL
2
12.50'6.75'37.50'6.75'4'
2'
2
ETWETW
R/W
2'
1'
3'
33.70'22.30'
63.75'55.75'
TYPE B1-6 CURB
4:1 OR FLATTER
TYPE B2-6 CURB
4:1 OR FLATTER
TYPE B2-6 CURB
SAWCUT
Q
3'
HP
0.4%-15.5%
Var
R
1.5%
1.5%
2%
"ROS" LINE
SAWCUT
R/WR/W
ROSEDALE HIGHWAY
2
2%
5
S
2%
32
FLFLETW
4:1 OR FLATTER
Sta 1052+00 TO 1057+25.09
5'-6'4'6.75'
63.75'-71'
TYPE B1-6 CURB
HP
3.75'
R
9.6%-22.0%
Var
1.5%
"ROS" LINE
TYPE B2-6 CURB
TYPE B2-6 CURB
4:1 OR FLATTER
7'
58.87'-55'
53.88'-49'60'-57'
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:16 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
NO SCALE
TYPICAL CROSS SECTIONS
SEGMENT 4
ARTURO VIVAR
C70076
1.
2.
DIMENSIONS ARE TO FL OF CURB.3.
4.
AT COUNTY OF KERN OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE
SIDEWALK SEE LAYOUT SHEETS.
FOR EXACT LIMITS OF CURB AND GUTTER AND
DETAILS.
FOR PAVEMENT ELEVATIONS, SEE CONSTRUCTION
NOTES:
SEE SHEET X4-1.
FOR TYPICAL PAVEMENT STRUCTURAL SECTIONS
5.
232r
REVISED SHEET
02/08/161 VCEP PAVEMENT REVISIONS (RFI #327)
SAWCUT
R/WR/W
ROSEDALE HIGHWAY
2%
2
4
2%
5
2%
2
2%
4
32
2
Sta 1063+25.65 TO 1068+87.67
5
FLFLETW
3'
ETW
4:1 OR FLATTER
59.75'57.75'
27.50'18.50'6.75'36.50'16.50'6.75'
2'2'
4'
TYPE B1-6 CURB
TYPE B2-6 CURB
TYPE B2-6 CURB
4:1 OR FLATTER
3'
O
HP
P
0.1%-16.0%
Var
SAWCUT
SAWCUT
1.5%
1.5%
"ROS" LINE
ROSEDALE HIGHWAY
Sta 1057+25.09 TO 1063+25.65
R/W
FL
5
5
2
2
3
4
4
2%2%
2%
2%
FL
2
12.50'6.75'37.50'6.75'4'
2'
2
ETWETW
R/W
2'
1'
3'
33.70'22.30'
63.75'55.75'
TYPE B1-6 CURB
4:1 OR FLATTER
TYPE B2-6 CURB
4:1 OR FLATTER
TYPE B2-6 CURB
SAWCUT
Q
3'
HP
0.4%-15.5%
Var
R
1.5%
1.5%
2%
"ROS" LINE
SAWCUT
R/WR/W
ROSEDALE HIGHWAY
25
S
2%
32
FLFLETW
4:1 OR FLATTER
Sta 1052+00 TO 1057+25.09
5'-6'4'6.75'
63.75'-71'
TYPE B1-6 CURB
HP
3.75'
R
9.6%-25.0%
Var
1.5%
"ROS" LINE
TYPE B2-6 CURB
TYPE B2-6 CURB
4:1 OR FLATTER
7'
58.87'-55'
53.88'-49'60'-57'
Var
2% &
2
Var
5% &
Shldr3'-13'
Var
4
8'-11'
3.4'-4'
Var
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:17 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
X4-2 rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
X4-3
NO SCALE
TYPICAL CROSS SECTIONS
SEGMENT 4
ARTURO VIVAR
C70076
1.
2.
DIMENSIONS ARE TO FL OF CURB.3.
4.
AT COUNTY OF KERN OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE
SIDEWALK SEE LAYOUT SHEETS.
FOR EXACT LIMITS OF CURB AND GUTTER AND
DETAILS.
FOR PAVEMENT ELEVATIONS, SEE CONSTRUCTION
NOTES:
SEE SHEET X4-1.
FOR TYPICAL PAVEMENT STRUCTURAL SECTIONS
5.
233
3
2 2
R/WR/W
ROSEDALE HIGHWAY
1078+53.36 TO 1082+53.99
FL FL
ETW
ETW
4'4'
2.4%-2.7%
Var
2.0%-2.2%Var
4
67'67'
59'8'51'8'
2'
TYPE B1-6 CURB
TYPE B1-6 CURBT
U
2.0%-25.0%
Var
SAWCUT
"ROS" LINE
R/WR/W
ROSEDALE HIGHWAY
2
2%
5
2
2%
4
3
2
5
FLFLETW
ETW
4:1 OR FLATTER
2'
6.75'34'18'6.75'56'
2%
1072+50 TO 1078+53.36
58.75'60.75'
4'
3'
TYPE B2-6 CURB
TYPE B2-6 CURB
TYPE B1-6 CURB
4:1 OR FLATTER
V W
HP
3'
9.5%-16.7%
Var
1.5%
1.5%
"ROS" LINE
SAWCUT
R/WR/W
ROSEDALE HIGHWAY
2%
2
4
2%
3
2
2
5
FLFLETW
ETW
SW
4
1068+87.67 TO 1072+50
2.6%-2.8%Var
69'57.75'
52'6'4'36.50'14.50'6.75'
2'2'
4'3'
SAWCUT
SAWCUT
TYPE B1-6 CURB
TYPE B1-6 CURB TYPE B2-6 CURB
4:1 OR FLATTER
O
P
7.3%-24.9%
Var
HP
3'
1.5%
"ROS" LINE
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:18 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ARTURO VIVAR
C70076
1.
2.
DIMENSIONS ARE TO FL OF CURB.3.
4.
AT COUNTY OF KERN OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE
SIDEWALK SEE LAYOUT SHEETS.
FOR EXACT LIMITS OF CURB AND GUTTER AND
DETAILS.
FOR PAVEMENT ELEVATIONS, SEE CONSTRUCTION
NOTES:
SEE SHEET X4-1.
FOR TYPICAL PAVEMENT STRUCTURAL SECTIONS
5.
233r
05/06/151 RFI #12 REVISIONS
TYPICAL CROSS SECTIONS
NO SCALE
SEGMENT 4
REVISED SHEET
2
02/11/162 RFI #333 REVISIONS
3
2 2
R/WR/W
ROSEDALE HIGHWAY
1078+53.36 TO 1082+53.99
FL FL
ETW
ETW
4'4'
2.4%-2.7%
Var
2.0%-2.2%Var
4
67'67'
59'8'51'8'
2'
TYPE B1-6 CURB
TYPE B1-6 CURBT
U
2.0%-25.0%
Var
SAWCUT
"ROS" LINE
R/WR/W
ROSEDALE HIGHWAY
2
2%
5
2
2%
4
3
2
5
FLFLETW
ETW
4:1 OR FLATTER
2'
6.75'34'18'6.75'56'
2%
1072+50 TO 1078+53.36
58.75'60.75'
4'
TYPE B2-6 CURB
TYPE B2-6 CURB
TYPE B1-6 CURB
4:1 OR FLATTER
V X
HP
3'
9.5%-16.7%
Var
1.5%
1.5%
"ROS" LINE
Var 2'-3'
SAWCUT
R/WR/W
ROSEDALE HIGHWAY
2%
2
4
2%
3
2
2
5
FLFLETW
ETW
SW
4
1068+87.67 TO 1072+50
2.6%-2.8%Var
69'57.75'
52'6'4'36.50'14.50'6.75'
2'2'
4'3'
SAWCUT
SAWCUT
TYPE B1-6 CURB
TYPE B1-6 CURB TYPE B2-6 CURB
4:1 OR FLATTER
O
P
7.3%-24.9%
Var
HP
3'
1.5%
"ROS" LINE
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:18 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
X4-3rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
X4-4
NO SCALE
TYPICAL CROSS SECTIONS
SEGMENT 4
ARTURO VIVAR
C70076
1.
2.
DIMENSIONS ARE TO FL OF CURB.3.
4.
AT COUNTY OF KERN OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE
SIDEWALK SEE LAYOUT SHEETS.
FOR EXACT LIMITS OF CURB AND GUTTER AND
DETAILS.
FOR PAVEMENT ELEVATIONS, SEE CONSTRUCTION
NOTES:
SEE SHEET X4-1.
FOR TYPICAL PAVEMENT STRUCTURAL SECTIONS
5.
234
R/WR/W
ROSEDALE HIGHWAY
1082+53.99 TO 1084+67.36
FL
ETW
2
ETW
59'8'4'45'8'9'
1.5%-2.7%
Var
2.0%-2.9%Var
67'67'
X
T
FL
24.5%-25.8%
Var
TYPE B1-6 CURB
"ROS" LINE
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:19 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
NO SCALE
TYPICAL CROSS SECTIONS
SEGMENT 4
ARTURO VIVAR
C70076
1.
2.
DIMENSIONS ARE TO FL OF CURB.3.
4.
AT COUNTY OF KERN OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE
SIDEWALK SEE LAYOUT SHEETS.
FOR EXACT LIMITS OF CURB AND GUTTER AND
DETAILS.
FOR PAVEMENT ELEVATIONS, SEE CONSTRUCTION
NOTES:
SEE SHEET X4-1.
FOR TYPICAL PAVEMENT STRUCTURAL SECTIONS
5.
234r
REVISED SHEET
03/28/161 RFI #381 REVISIONS
R/WR/W
ROSEDALE HIGHWAY
1082+53.99 TO 1084+67.36
FL
ETW
2
ETW
59'8'4'45'8'9'
1.5%-2.7%
Var
2.0%-2.9%Var
67'67'
X
T
FL
24.5%-25.8%
Var
TYPE B1-6 CURB
"ROS" LINE
14'
4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:20 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
X4-4rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
LANDCO RdMOHAWK StPARKER LnROSEDALE HwyR/WR/WR/W
R/W
R/WR/WR/WR/W
R/WR/W
R/W
R/W
R/WR/W R/WR/WR/W
R/W
"ROS" LINE
"ROS" LINE
R/W
NOTES:
2662.88'
N89°10'40"W
71' Rt "ROS" +74.25
Beg CALTRANS SIDEWALK
Beg CALTRANS B2-6 CURB
END COUNTY SIDEWALK
END COUNTY A2-6 CURB"ROS" 1038+67.7 PITCE
SAWCUT
TYPE B2-6 CURB
77' Lt "ROS" +56.18
65' Lt "ROS" +46.18
Beg Rdwy TAPER
65' Lt "ROS" +90.22
2 Var46'TYPE B2-6 CURB
N89°10'24"W 1323.41'
TYPE B2-6 CURB
2
SAWCUT
57.2' Rt "ROS" +17.88
ANGLE Pt
END Rdwy TAPER
59.5' Rt "ROS" +47.94
Beg Rdwy TAPER
ANGLE Pt
62.2' Rt "ROS" +90.30
Beg Rdwy TAPER
15' Rt "ROS" +69.87
11' Lt "ROS" +49.73
END MEDIAN TAPER Var4'Var92'36.51'46'6.75' SW23'5.2'6.75' SW11' Lt "ROS" +37.29
END CALTRANS SIDEWALK
END CALTRANS B2-6 CURB
11' Lt "ROS" +58.29
57' Lt "ROS" +77.97
ANGLE Pt
60' Lt "ROS" +47.82
ANGLE Pt
6.75' SWTYPE B2-6 CURB
1' Lt "ROS" +19.59
11' Lt "ROS" +31.58
11' Lt "ROS" +09.64
ANGLE Pt
Beg MEDIAN TAPER
57' Lt "ROS" +32.27
Beg Rdwy TAPER
Beg MEDIAN TAPER
3' Rt "ROS" +52.08
49' Rt "ROS" +52.23
Beg Rdwy TAPER
TYPE B2-6 CURB
TYPE B2-6 CURB Var46'46'56'36.5'40.7'3'Var4'46'56'4'6.3' Rt "ROS" +37.30
55.3' Rt "ROS" +37.79
END CALTRANS B2-6 CURB
5.8' Rt "ROS" +58.30
54.8' Rt "ROS" +57.79
Beg CALTRANS B2-6 CURB
49' Rt "ROS" +77.95
ANGLE Pt
52' Rt "ROS" +47.95
7' Lt "ROS" +94.82
ANGLE Pt
END Rdwy TAPER
Beg CALTRANS SIDEWALK
SAWCUT
SAWCUT
3
2
1323.41'
N89°10'24"W 6.75' SW6.75' SW2 3
2
49'Var11'Var3
R=50'
R=35'
R=35'R=35'
SAWCUT
SAWCUT
2
2
19' Rt "ROS" +74.51
Beg MEDIAN TAPER
SCALE: 1" = 50'
LAYOUT
SEGMENT 4MATCH LINE STA 1037+50SEE SHEET L3-6SEE BELOWMATCH LINE STA 1049+50MATCH LINE STA 1049+50SEE ABOVESEE SHEET L4-2MATCH LINE STA 1064+50KERN COUNTY
KERN COUNTY
FOR INTERSECTION DETAILS
SEE CONSTRUCTION DETAIL SHEETS
60' Lt "ROS" +57.78
60' Lt "ROS" +23.60
SJVRCOUNTY
KERN
BAKERSFIELD
CITY OF
END CALTRANS B1-6 CURB
49' Rt "ROS" +23.66
1.
2.
3.
4.
REMOVE ALL EXISTING PAVEMENT, CURB AND SIDEWALK FROM
SAWCUT LINE TO BACK OF NEW SIDEWALK OR BETWEEN SAWCUT
LINES IN MEDIAN AREA.
ROADWAY R/W UNDER STATE JURISDICTION.
SEE CONSTRUCTION DETAILS SHEETS FOR DETAILS NOT SHOWN.
Beg CALTRANS BAY TAPER
Beg CALTRANS BAY TAPER
END CALTRANS BAY TAPER
END CALTRANS BAY TAPER
SEE RIGHT-OF-WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA,
2R/WTCE
TCE
ARTURO VIVAR
C70076
R=40'
R=40'TCEBOUNDARYCOUNTYBOUNDARYCALTRANSTYPE B1-6 CURB
TCE
2
SAWCUT
TCE
TCE
TCETCETCE
2
R/WR/WBOUNDARYCOUNTYBOUNDARYCITYB1-6 CURB
END CALTRANS
Beg CALTRANS B1-6 CURB
TCETCE
TYPE B1-6 CURB
TYPE B1-6 CURB
B1-6 CURB
Beg CALTRANSR/WR/WTCE
TCE
TCE
CURB
TYPE B2-6
49' Rt "ROS" +08.90
SEE SHEET C4-32
REMOVABLE CURB PLATE
X
( )EXISTING FACILITIES TO REMAIN
SAWCUT LINE
TCE
LEGEND AND ABBREVIATIONS:
COUNTY COUNTY OF KERN DEVELOPMENT STANDARD
(SEE TYPICAL CROSS SECTION FOR TYPES)
STRUCTURAL SECTION
R/W
TCE
TCE
TCE
R/W
TCE
TCE
DIMENSIONS TO CURB OR CURB AND GUTTER ARE TO FLOWLINE.
PROPERTY RESTORATION SHEETS).
EASEMENT INFORMATION, SEE CONSTRUCTION DETAILS (PRIVATE
FOR ANY PRIVATE PROPERTY WORK AND TEMPORARY CONSTRUCTION6.
5.
CALTRANS JURISDICTIONAL BOUNDARY
CALTRANS JURISDICTIONAL BOUNDARY
4
4
4
4
END Rdwy TAPER
60' Lt "ROS" +15.25
SW6.75'(SEE SHEET C4-16)
END CALTRANS SIDEWALK
END CALTRANS B2-6 CURB
TCE
MOHAWK NORTH EXTENSION IMPROVEMENTS (BY OTHERS)
235
19.02' Lt "ROS" +88.84
Beg MEDIAN TAPER
SEE DETAIL 1
END CALTRANS BAY TAPER
SEE DETAIL 1
Beg CALTRANS BAY TAPER
SEE DETAIL 2
Beg CALTRANS BAY TAPER
END MEDIAN TAPER
SEE DETAIL 2
END CALTRANS BAY TAPER
4.84' Rt "ROS" +00.88
L4-1
PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPH
ASPHMOHAWK STPARKER LN1040 1045891234 6 7 8 9
P P
ASPH
ASPH
P P
DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
LANDCO RD1050 1055 106012346789 1 2 3 4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:20 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
LANDCO RdMOHAWK StPARKER LnROSEDALE HwyR/WR/WR/W
R/W
R/WR/WR/WR/W
R/WR/W
R/W
R/W
R/WR/W R/WR/WR/W
R/W
"ROS" LINE
"ROS" LINE
R/W
NOTES:
2662.88'
N89°10'40"W
71' Rt "ROS" +74.25
Beg CALTRANS SIDEWALK
Beg CALTRANS B2-6 CURB
END COUNTY SIDEWALK
END COUNTY A2-6 CURB"ROS" 1038+67.7 PITCE
SAWCUT
TYPE B2-6 CURB
77' Lt "ROS" +56.18
65' Lt "ROS" +46.18
Beg Rdwy TAPER
65' Lt "ROS" +90.22
2 Var46'TYPE B2-6 CURB
N89°10'24"W 1323.41'
TYPE B2-6 CURB
2
SAWCUT
57.2' Rt "ROS" +17.88
ANGLE Pt
END Rdwy TAPER
59.5' Rt "ROS" +47.94
Beg Rdwy TAPER
ANGLE Pt
62.2' Rt "ROS" +90.30
Beg Rdwy TAPER
15' Rt "ROS" +69.87
11' Lt "ROS" +49.73
END MEDIAN TAPER Var4'Var92'36.51'46'6.75' SW23'5.2'6.75' SW11' Lt "ROS" +37.29
END CALTRANS SIDEWALK
END CALTRANS B2-6 CURB
11' Lt "ROS" +58.29
57' Lt "ROS" +77.97
ANGLE Pt
60' Lt "ROS" +47.82
ANGLE Pt
6.75' SWTYPE B2-6 CURB
1' Lt "ROS" +19.59
11' Lt "ROS" +31.58
11' Lt "ROS" +09.64
ANGLE Pt
Beg MEDIAN TAPER
57' Lt "ROS" +32.27
Beg Rdwy TAPER
Beg MEDIAN TAPER
3' Rt "ROS" +52.08
49' Rt "ROS" +52.23
Beg Rdwy TAPER
TYPE B2-6 CURB
TYPE B2-6 CURB Var46'46'56'36.5'40.7'3'Var4'46'56'4'6.3' Rt "ROS" +37.30
55.3' Rt "ROS" +37.79
END CALTRANS B2-6 CURB
5.8' Rt "ROS" +58.30
54.8' Rt "ROS" +57.79
Beg CALTRANS B2-6 CURB
49' Rt "ROS" +77.95
ANGLE Pt
52' Rt "ROS" +47.95
7' Lt "ROS" +94.82
ANGLE Pt
END Rdwy TAPER
Beg CALTRANS SIDEWALK
SAWCUT
SAWCUT
3
2
1323.41'
N89°10'24"W 6.75' SW6.75' SW2 3
2
49'Var11'Var3
R=50'
R=35'
R=35'R=35'
SAWCUT
SAWCUT
2
2
19' Rt "ROS" +74.51
Beg MEDIAN TAPER
SCALE: 1" = 50'
LAYOUT
SEGMENT 4MATCH LINE STA 1037+50SEE SHEET L3-6SEE BELOWMATCH LINE STA 1049+50MATCH LINE STA 1049+50SEE ABOVESEE SHEET L4-2MATCH LINE STA 1064+50KERN COUNTY
KERN COUNTY
FOR INTERSECTION DETAILS
SEE CONSTRUCTION DETAIL SHEETS
60' Lt "ROS" +57.78
60' Lt "ROS" +23.60
SJVRCOUNTY
KERN
BAKERSFIELD
CITY OF
END CALTRANS B1-6 CURB
49' Rt "ROS" +23.66
1.
2.
3.
4.
REMOVE ALL EXISTING PAVEMENT, CURB AND SIDEWALK FROM
SAWCUT LINE TO BACK OF NEW SIDEWALK OR BETWEEN SAWCUT
LINES IN MEDIAN AREA.
ROADWAY R/W UNDER STATE JURISDICTION.
SEE CONSTRUCTION DETAILS SHEETS FOR DETAILS NOT SHOWN.
Beg CALTRANS BAY TAPER
Beg CALTRANS BAY TAPER
END CALTRANS BAY TAPER
END CALTRANS BAY TAPER
SEE RIGHT-OF-WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA,
2R/WTCE
TCE
ARTURO VIVAR
C70076
R=40'
R=40'TCEBOUNDARYCOUNTYBOUNDARYCALTRANSTYPE B1-6 CURB
TCE
2
SAWCUT
TCE
TCE
TCETCETCE
4
R/WR/WBOUNDARYCOUNTYBOUNDARYCITYB1-6 CURB
END CALTRANS
Beg CALTRANS B1-6 CURB
TCETCE
TYPE B1-6 CURB
TYPE B1-6 CURB
B1-6 CURB
Beg CALTRANSR/WR/WTCE
TCE
TCE
CURB
TYPE B2-6
49' Rt "ROS" +08.90
SEE SHEET C4-32
REMOVABLE CURB PLATE
X
( )EXISTING FACILITIES TO REMAIN
SAWCUT LINE
TCE
LEGEND AND ABBREVIATIONS:
COUNTY COUNTY OF KERN DEVELOPMENT STANDARD
(SEE TYPICAL CROSS SECTION FOR TYPES)
STRUCTURAL SECTION
R/W
TCE
TCE
TCE
R/W
TCE
TCE
DIMENSIONS TO CURB OR CURB AND GUTTER ARE TO FLOWLINE.
PROPERTY RESTORATION SHEETS).
EASEMENT INFORMATION, SEE CONSTRUCTION DETAILS (PRIVATE
FOR ANY PRIVATE PROPERTY WORK AND TEMPORARY CONSTRUCTION6.
5.
CALTRANS JURISDICTIONAL BOUNDARY
CALTRANS JURISDICTIONAL BOUNDARY
4
4
4
4
END Rdwy TAPER
60' Lt "ROS" +15.25
SW6.75'(SEE SHEET C4-16)
END CALTRANS SIDEWALK
END CALTRANS B2-6 CURB
TCE
MOHAWK NORTH EXTENSION IMPROVEMENTS (BY OTHERS)
235r
19.02' Lt "ROS" +88.84
Beg MEDIAN TAPER
SEE DETAIL 1
END CALTRANS BAY TAPER
SEE DETAIL 1
Beg CALTRANS BAY TAPER
SEE DETAIL 2
Beg CALTRANS BAY TAPER
END MEDIAN TAPER
SEE DETAIL 2
END CALTRANS BAY TAPER
4.84' Rt "ROS" +00.8811'02/08/161 VECP PAVEMENT REVISIONS (RFI #327)8'REVISED SHEET
2
4 Var24
2
VarVar2 10/19/16 RFI #524
2
7.PLACE TRAFFIC DETECTOR LOOPS BEHIND CROSSWALK.2
PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPH
ASPHMOHAWK STPARKER LN1040 1045891234 6 7 8 9
P P
ASPH
ASPH
P P
DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
LANDCO RD1050 1055 106012346789 1 2 3 4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:21 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
L4-1rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
ROSEDALE Hwy FAIRHAVEN DrGIBSON StR/W R/WR/WR/W
R/WR/W
R/W
R/WR/W
R/W
R/W R/
W
R/WR/WR/WR/W"ROS" LINE
"ROS" LINE
NOTES:
2662.88'
N89°10'24"W
62' Lt "ROS" +72.44
ANGLE Pt
53' Lt "ROS" +58.01
ANGLE Pt
65' Lt "ROS" +87.33
CONFORM
END CALTRANS SIDEWALK
END CALTRANS B2-6 CURB
3' Lt "ROS" +32.78
END Rdwy TAPER
53' Lt "ROS" +67.71
END Rdwy TAPER
5.2' Rt "ROS" +51.51
53' Rt "ROS" +32.60
ANGLE Pt
3' Lt "ROS" +5.00
7' Rt "ROS" +56.00
2' Lt "ROS" +05.05
9' Rt "ROS" +08.85
TYPE B2-6 CURB
1323.41'
N89°11'14"W
TYPE B2-6 CURB
Exist CURB
TYPE B2-6 CURB
SAWCUT 46'56'VarVar4'6.75' SW2
3(6' SW)6.75' SWSAWCUT
SAWCUT
6.75' SW2
2
3 46'56'36.5'34.4'34.2'10'Var4'"ROS" 1078+53.36' BC9' Rt "ROS" +34.46
5' Rt "ROS" +34.46
Exist CURB
Exist CURB
SAWCUTSAWCUT
1323.41'
N89°11'14"W
TYPE B2-6 CURB
TYPE B2-6 CURB46'56'2
2
3 340.7'34.2'Var4'6.75' SW64'48'6'4'(6' SW)46'69'13'15'4'No.R
CURVE DATA
T L
1 38,998.83'0°54'07"307.01'614.00'6.75' SWExist CURB
4.
KERN COUNTY
KERN COUNTY
BAKERSFIELD
CITY OF
MATCH LINE STA 1075+50SEE ABOVEMATCH LINE STA 1064+50SEE SHEET L4-1SEE BELOWMATCH LINE STA 1075+501065+29.95 PI"ROS"CITY BOUNDARYCOUNTY BOUNDARY3.
SCALE: 1" = 50'
LAYOUT
SEGMENT 4
KERN COUNTY
2.
1."ROS" 1084+67.36' EC5' Lt "ROS" +25.10
ANGLE Pt
5.
Beg CALTRANS BAY TAPER
END CALTRANS BAY TAPER
COMMERCIAL DwyCOMMERCIAL Dwy2 CONFORM
ARTURO VIVAR
C70076
TYPE B1-6 CURB
TYPE B1-6 CURB
TCE
TCE
TCETCE
TCE
TCE
T
CE
TCET
C
E
TYPE B1-6 CURB
R=35'
R=50'
CONFORM
+48.786' SWR=50'
TYPE B1-6 CURB
9'TCE
54' Lt "ROS" +62.30
SEE SHEET C4-32
REMOVABLE CURB PLATE
2'9' Lt "ROS" +53.89
13' Lt "ROS" +53.89
3
SEE RIGHT-OF-WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA,
FOR LEGEND AND ABBREVIATIONS SEE SHEET L4-1.
TCE R/W
R/W
R/W TCE
TCE
LINES IN MEDIAN AREA.
SAWCUT LINE TO BACK OF NEW SIDEWALK OR BETWEEN SAWCUT
REMOVE ALL EXISTING PAVEMENT, CURB AND SIDEWALK FROM
ROADWAY R/W UNDER STATE JURISDICTION.
SEE CONSTRUCTION DETAILS SHEETS FOR DETAILS NOT SHOWN.
DIMENSIONS TO CURB OR CURB AND GUTTER ARE TO FLOWLINE.
PROPERTY RESTORATION SHEETS).
EASEMENT INFORMATION, SEE CONSTRUCTION DETAILS (PRIVATE
FOR ANY PRIVATE PROPERTY WORK AND TEMPORARY CONSTRUCTION7.
6.
4
4
4
6' Lt "ROS" +93.98
ON C4-18
OPENING Per DETAIL
END CALTRANS MEDIAN
ON C4-18
OPENING Per DETAIL
Beg CALTRANS MEDIAN
236
L4-2
Beg CALTRANS BAY TAPER
Beg CALTRANS BAY TAPER
END CALTRANS BAY TAPER
END CALTRANS BAY TAPER
Beg CALTRANS BAY TAPER
END MEDIAN TAPER
END CALTRANS BAY TAPER
FP P
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPHASPHASPH
ASPH
ROSEDALE HWY
1065 1070 107567891234
FP
FP
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPHU/C
ASPH
ASPH
ASPH
10806789 1 2 3 4 1085
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:22 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
ROSEDALE Hwy FAIRHAVEN DrGIBSON StR/W R/WR/WR/W
R/WR/W
R/W
R/WR/W
R/W
R/W R/
W
R/WR/WR/WR/W"ROS" LINE
"ROS" LINE
NOTES:
2662.88'
N89°10'24"W
62' Lt "ROS" +72.44
ANGLE Pt
53' Lt "ROS" +58.01
ANGLE Pt
65' Lt "ROS" +87.33
CONFORM
END CALTRANS SIDEWALK
END CALTRANS B2-6 CURB
3' Lt "ROS" +32.78
END Rdwy TAPER
53' Lt "ROS" +67.71
END Rdwy TAPER
5.2' Rt "ROS" +51.51
53' Rt "ROS" +32.60
ANGLE Pt
3' Lt "ROS" +5.00
7' Rt "ROS" +56.00
2' Lt "ROS" +05.05
9' Rt "ROS" +08.85
TYPE B2-6 CURB
1323.41'
N89°11'14"W
TYPE B2-6 CURB
Exist CURB
TYPE B2-6 CURB
SAWCUT 46'56'VarVar4'6.75' SW2
3(6' SW)6.75' SWSAWCUT
SAWCUT
6.75' SW2
2
3 46'56'36.5'34.4'34.2'10'Var4'"ROS" 1078+53.36' BC9' Rt "ROS" +34.46
5' Rt "ROS" +34.46
Exist CURB
Exist CURB
SAWCUTSAWCUT
1323.41'
N89°11'14"W
TYPE B2-6 CURB
TYPE B2-6 CURB46'56'2
2
3 340.7'34.2'Var4'6.75' SW64'48'6'4'(6' SW)46'69'13'15'4'No.R
CURVE DATA
T L
1 38,998.83'0°54'07"307.01'614.00'6.75' SWExist CURB
4.
KERN COUNTY
KERN COUNTY
BAKERSFIELD
CITY OF
MATCH LINE STA 1075+50SEE ABOVEMATCH LINE STA 1064+50SEE SHEET L4-1SEE BELOWMATCH LINE STA 1075+501065+29.95 PI"ROS"CITY BOUNDARYCOUNTY BOUNDARY3.
KERN COUNTY
2.
1."ROS" 1084+67.36' EC5' Lt "ROS" +25.10
ANGLE Pt
5.
Beg CALTRANS BAY TAPER
END CALTRANS BAY TAPER
COMMERCIAL DwyCOMMERCIAL Dwy2 CONFORM
ARTURO VIVAR
C70076
TYPE B1-6 CURB
TYPE B1-6 CURB
TCE
TCE
TCETCE
TCE
TCE
T
CE
TCET
C
E
TYPE B1-6 CURB
R=35'
R=50'
CONFORM
+48.786' SWR=50'
TYPE B1-6 CURB
9'TCE
54' Lt "ROS" +62.30
SEE SHEET C4-32
REMOVABLE CURB PLATE
2'9' Lt "ROS" +53.89
13' Lt "ROS" +53.89
3
SEE RIGHT-OF-WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA,
FOR LEGEND AND ABBREVIATIONS SEE SHEET L4-1.
TCE R/W
R/W
R/W TCE
TCE
LINES IN MEDIAN AREA.
SAWCUT LINE TO BACK OF NEW SIDEWALK OR BETWEEN SAWCUT
REMOVE ALL EXISTING PAVEMENT, CURB AND SIDEWALK FROM
ROADWAY R/W UNDER STATE JURISDICTION.
SEE CONSTRUCTION DETAILS SHEETS FOR DETAILS NOT SHOWN.
DIMENSIONS TO CURB OR CURB AND GUTTER ARE TO FLOWLINE.
PROPERTY RESTORATION SHEETS).
EASEMENT INFORMATION, SEE CONSTRUCTION DETAILS (PRIVATE
FOR ANY PRIVATE PROPERTY WORK AND TEMPORARY CONSTRUCTION7.
6.
4
4
4
6' Lt "ROS" +93.98
ON C4-18
OPENING Per DETAIL
END CALTRANS MEDIAN
ON C4-18
OPENING Per DETAIL
Beg CALTRANS MEDIAN
236r
Beg CALTRANS BAY TAPER
Beg CALTRANS BAY TAPER
END CALTRANS BAY TAPER
END CALTRANS BAY TAPER
Beg CALTRANS BAY TAPER
END MEDIAN TAPER
END CALTRANS BAY TAPER
53' Rt "ROS" +08.85
Beg Rdwy TAPER
54' Rt "ROS" +04.90
END Rdwy TAPER
05/16/151 RFI #12 REVISIONS
SEGMENT 4
LAYOUT
SCALE: 1" = 50'
REVISED SHEET
03/28/162 RFI #381 COLD PLANE LIMITS
2
2
2
FP P
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPHASPHASPH
ASPH
ROSEDALE HWY
1065 1070 107567891234
FP
FP
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPHU/C
ASPH
ASPH
ASPH
10806789 1 2 3 4 1085
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:23 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
L4-2rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1041+25 - SEE SHEET C4-2PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
1.
2.
3.
NOTES:MOHAWK StR/W R/W
R/W
R/W SEE SHEET C3-28
SEGMENT 3 CONSTRUCTION
SEE SHEET C3-28
SEGMENT 3 CONSTRUCTION
ELEVATION
(Exist ELEVATION)
OFFSET' +STATION
OFFSET' +STATION
LEGEND:
X
CURVE DATA NUMBER
SAWCUT LINE
GRADING LIMIT
X
TCE
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
R/W4.
(SEE TYPICAL CROSS SECTION FOR TYPES)
STRUCTURAL SECTION
TCETCE
TCE
ARTURO VIVAR
C70076
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
SOIL AREA
ADL-CONTAMINATED
5.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
(SURVEY)
VERIFY ADA COMPLIANCE
(SURVEY)
VERIFY ADA COMPLIANCE
BY OTHERS
MOHAWK NORTH EXTENTION IMPROVEMENTS
237
6.
RECONSTRUCTED TO MEET ADA STANDARDS.
EXISTING NON-COMPLIANT ADA IMPROVEMENTS TO BE
(395.20)
73.41' +54.84
(395.16)
41.16' +55.36
C4-1
ASPH
ASPHASPH
ASPHASPH
ASPH MOHAWK ST1040789 1
SAWCUT
SAWCUT
FL
FL
FL
GRADING LIMIT
GRADING LIMIT
Exist C&GExist C&G
395.4465.00' +00395.4765.00' +25395.4165.00' +75395.5065.00' +50(396.48)5.17' +50(396.51)5.18' +75(396.55)5.20' +00(396.55)
5.19' +25
(396.32)5.19' +75(396.43)5.21' +25STA 1040+87.90DRIVEWAY CL(395.83)36.50' +75(396.17)36.50' +25(396.20)36.50' +50(396.14)36.50' +00396.4123.00' +00396.1723.00' +75396.4423.00' +25396.4723.00' +50396.5123.00' +75(396.24)
36.50' +75
SAWCUT
396.5523.00' +00395.5265.00' +60.40(396.37)5.27' +00396.5215.00' +75396.6215.00' +25396.6815.00' +50396.7115.00' +75396.7515.00' +25396.2519.00' +75396.5219.00' +25396.5519.00' +50396.5919.00' +75396.5715.00' +00396.7415.00' +00396.4919.00' +00395.3941.21' +75394.5577.00' +75395.4441.24' +00394.6077.00' +00395.5041.21' +25394.6677.00' +25395.5541.17' +50394.7177.00' +50395.5941.15' +75394.7477.00' +75395.6341.11' +25395.6241.13' +00394.78
77.00' +25
394.7777.00' +00TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
(396.28)
36.50' +00
395.59
65.00' +25395.5865.00' +15.40(396.28)36.50' +25396.5523.00' +25396.6319.00' +25396.6319.00' +00SEE DETAIL 1
STA 1039+65.22
SEE DETAIL 2
STA 1039+75.32FOR INTERSECTION DETAILS
SEE SHEETS C4-12 AND C4-13
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:24 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
395.51
+83.46
395.26
+83.47
395.18
+66.52
395.40
+66.51
395.10
+76.72
395.11
+79.47
395.09
+70.52
395.08
+73.27
FL
DETAIL 2
394.55
+73.77
394.43
+67.02
394.44
+69.77
394.70
+56.81
394.32
+60.82
394.31
+63.57
394.79
+73.77
394.42
+56.82
FL
DETAIL 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
MATCH LINE STA 1041+25 - SEE SHEET C4-2PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
1.
2.
3.
NOTES:MOHAWK StR/W R/W
R/W
R/W SEE SHEET C3-28
SEGMENT 3 CONSTRUCTION
SEE SHEET C3-28
SEGMENT 3 CONSTRUCTION
ELEVATION
(Exist ELEVATION)
OFFSET' +STATION
OFFSET' +STATION
LEGEND:
X
CURVE DATA NUMBER
SAWCUT LINE
GRADING LIMIT
X
TCE
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
R/W4.
(SEE TYPICAL CROSS SECTION FOR TYPES)
STRUCTURAL SECTION
TCETCE
TCE
ARTURO VIVAR
C70076
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
SOIL AREA
ADL-CONTAMINATED
5.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
(SURVEY)
VERIFY ADA COMPLIANCE
(SURVEY)
VERIFY ADA COMPLIANCE
BY OTHERS
MOHAWK NORTH EXTENTION IMPROVEMENTS
237r
6.
RECONSTRUCTED TO MEET ADA STANDARDS.
EXISTING NON-COMPLIANT ADA IMPROVEMENTS TO BE
(395.20)
73.41' +54.84
(395.16)
41.16' +55.36
1 04/16/15 RFI #17 REVISIONS
SCALE: 1" = 20'
CONSTRUCTION DETAILS
SEGMENT 4
REVISED SHEET
ASPH
ASPHASPH
ASPHASPH
ASPH MOHAWK ST1040789 1
SAWCUT
SAWCUT
FL
FL
FL
GRADING LIMIT
GRADING LIMIT
Exist C&GExist C&G
395.4465.00' +00395.4765.00' +25395.4165.00' +75395.5065.00' +50(396.48)5.17' +50(396.51)5.18' +75(396.55)5.20' +00(396.55)
5.19' +25
(396.32)5.19' +75(396.43)5.21' +25STA 1040+87.90DRIVEWAY CL(395.83)36.50' +75(396.17)36.50' +25(396.20)36.50' +50(396.14)36.50' +00396.4123.00' +00396.1723.00' +75396.4423.00' +25396.4723.00' +50396.5123.00' +75(396.24)
36.50' +75
SAWCUT
396.5523.00' +00395.5265.00' +60.40(396.37)5.27' +00396.5215.00' +75396.6215.00' +25396.6815.00' +50396.7115.00' +75396.7515.00' +25396.2519.00' +75396.5219.00' +25396.5519.00' +50396.5919.00' +75396.5715.00' +00396.7415.00' +00396.4919.00' +00395.3941.21' +75394.5577.00' +75395.4441.24' +00394.6077.00' +00395.5041.21' +25394.6677.00' +25395.5541.17' +50394.7177.00' +50395.5941.15' +75394.7477.00' +75395.6341.11' +25395.6241.13' +00394.80
77.00' +25
394.7777.00' +00TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
(396.28)
36.50' +00
395.59
65.00' +25395.5865.00' +15.40(396.28)36.50' +25396.5523.00' +25396.6319.00' +25396.6319.00' +00SEE DETAIL 1
STA 1039+65.22
SEE DETAIL 2
STA 1039+75.32FOR INTERSECTION DETAILS
SEE SHEETS C4-12 AND C4-13
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:25 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
395.51
+83.46
395.26
+83.47
395.18
+66.52
395.40
+66.51
395.10
+76.72
395.11
+79.47
395.09
+70.52
395.08
+73.27
FL
DETAIL 2
394.55
+73.77
394.43
+67.02
394.44
+69.77
394.70
+56.81
394.32
+60.82
394.31
+63.57
394.79
+73.77
394.42
+56.82
FL
DETAIL 1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK C4-1rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.MATCH LINE STA 1041+25 - SEE SHEET C4-1MATCH LINE STA 1045+50 - SEE SHEET C4-3R/W
R/W
R/WR/W
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
ARTURO VIVAR
C70076
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
TCE TCE
TCE
TCE
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
238
GRADING LIMIT
C4-2
1045234
SAWCUT
SAWCUT
FL
FL
FL
STA 1043+40.17DRIVEWAY CLSTA 1044+42.86DRIVEWAY CLGRADING LIMIT
395.6065.00' +50395.59
65.00' +25 395.6165.00' +75396.29
65.00' +50395.7565.00' +75395.7965.00' +00395.6365.00' +00396.2165.00' +00(396.55)
5.19' +25
(396.56)5.26' +50(396.59)3.21' +75(396.53)3.57' +00(396.52)9.38' +25(396.55)10.43' +50(396.56)10.12' +75(396.58)10.35' +00(396.61)10.16' +25(396.64)10.26' +50(396.70)10.15' +75(396.75)10.18' +00(396.78)10.24' +25(396.80)10.31' +50(396.84)10.17' +75(396.93)10.07' +00(397.03)10.22' +25(397.12)
10.22' +50
395.9265.00' +75395.9765.00' +00(396.28)36.50' +25(396.31)36.50' +75(396.44)36.50' +75(396.33)36.50' +00(396.49)36.50' +00(396.56)
36.50' +50
(396.63)36.50' +75(396.69)36.50' +00(396.73)36.50' +25(396.78)
36.50' +50
(396.84)36.50' +75(396.91)36.50' +00(396.98)36.50' +50396.5623.00' +50396.5823.00' +75396.6023.00' +00396.6323.00' +25396.6723.00' +50396.7123.00' +75396.7623.00' +00396.7923.00' +25396.8323.00' +50396.8823.00' +75396.9423.00' +00396.9923.00' +25397.0523.00' +50397.1123.00' +75397.1823.00' +00397.2123.00' +25(396.95)36.50' +25397.25
23.00' +50
395.8365.00' +26.17395.8765.00' +58.88396.0365.00' +28.86396.1065.00' +56.86395.90
65.00' +50
396.7515.00' +25396.7615.00' +50396.8315.00' +75397.0015.00' +25397.0515.00' +50397.0715.00' +75397.1115.00' +25397.1415.00' +50397.2015.00' +75397.2615.00' +00397.2815.00' +25397.3115.00' +50397.3415.00' +75397.5315.00' +25397.6315.00' +50396.6319.00' +25396.6419.00' +50396.6619.00' +75396.7119.00' +25396.7519.00' +50396.7919.00' +75396.8719.00' +25396.9119.00' +50396.9619.00' +75397.0219.00' +00397.0719.00' +25397.1319.00' +50397.1919.00' +75397.2919.00' +25397.3319.00' +50397.0915.00' +00397.4415.00' +00396.9115.00' +00396.6819.00' +00396.8419.00' +00397.2619.00' +00395.6341.11' +25394.78
77.00' +25
395.6441.04' +50394.7977.00' +50395.7140.81' +75394.8677.00' +75395.7940.57' +00394.9477.00' +00395.9040.22' +25395.0477.00' +25395.9639.88' +50395.0977.00' +50395.1077.00' +75395.9839.59' +75396.0039.29' +00395.1277.00' +00396.0338.99' +25395.1577.00' +25396.0738.70' +50395.1877.00' +50396.1338.34' +75395.2477.00' +75396.2038.00' +00395.2977.00' +00396.2337.78' +25395.3277.00' +25396.2637.51' +50395.3477.00' +50396.3037.13' +75395.4375.82' +75396.4036.75' +00395.6471.24' +00396.5036.36' +25395.8066.50' +25396.6135.97' +50FL
396.2565.00' +25396.1565.00' +75(396.29)36.50' +50396.55
23.00' +25
STA 1042+38.88DRIVEWAY CL(396.40)
36.50 +50
(396.36)36.50' +25(396.52)36.50' +25395.6665.00' +26.88395.7065.00' +50.88CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:25 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.MATCH LINE STA 1041+25 - SEE SHEET C4-1MATCH LINE STA 1045+50 - SEE SHEET C4-3R/W
R/W
R/WR/W
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
ARTURO VIVAR
C70076
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
TCE TCE
TCE
TCE
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
238r
GRADING LIMIT
1 04/16/15 RFI #17 REVISIONS
SCALE: 1" = 20'
CONSTRUCTION DETAILS
SEGMENT 4
REVISED SHEET
PPP
FP ASPH
ASPH
1045234
SAWCUT
SAWCUT
FL
FL
FL
STA 1043+40.17DRIVEWAY CLSTA 1044+42.86DRIVEWAY CLGRADING LIMIT
395.6065.00' +50395.59
65.00' +25 395.6165.00' +75396.29
65.00' +50395.7565.00' +75395.7965.00' +00395.6365.00' +00396.2165.00' +00(396.55)
5.19' +25
(396.56)5.26' +50(396.59)3.21' +75(396.53)3.57' +00(396.52)9.38' +25(396.55)10.43' +50(396.56)10.12' +75(396.58)10.35' +00(396.61)10.16' +25(396.64)10.26' +50(396.70)10.15' +75(396.75)10.18' +00(396.78)10.24' +25(396.80)10.31' +50(396.84)10.17' +75(396.93)10.07' +00(397.03)10.22' +25(397.12)
10.22' +50
395.9265.00' +75395.9765.00' +00(396.28)36.50' +25(396.31)36.50' +75(396.44)36.50' +75(396.33)36.50' +00(396.49)36.50' +00(396.56)
36.50' +50
(396.63)36.50' +75(396.69)36.50' +00(396.73)36.50' +25(396.78)
36.50' +50
(396.84)36.50' +75(396.91)36.50' +00(396.98)36.50' +50396.5623.00' +50396.5823.00' +75396.6023.00' +00396.6323.00' +25396.6723.00' +50396.7123.00' +75396.7623.00' +00396.7923.00' +25396.8323.00' +50396.8823.00' +75396.9423.00' +00396.9923.00' +25397.0523.00' +50397.1123.00' +75397.1823.00' +00397.2123.00' +25(396.95)36.50' +25397.25
23.00' +50
395.8365.00' +26.17395.8765.00' +58.88396.0365.00' +28.86396.1065.00' +56.86395.90
65.00' +50
396.7515.00' +25396.7615.00' +50396.8315.00' +75397.0015.00' +25397.0515.00' +50397.0715.00' +75397.1115.00' +25397.1415.00' +50397.2015.00' +75397.2615.00' +00397.2815.00' +25397.3115.00' +50397.3415.00' +75397.5315.00' +25397.6315.00' +50396.6319.00' +25396.6419.00' +50396.6619.00' +75396.7119.00' +25396.7519.00' +50396.7919.00' +75396.8719.00' +25396.9119.00' +50396.9619.00' +75397.0219.00' +00397.0719.00' +25397.1319.00' +50397.1919.00' +75397.2919.00' +25397.3319.00' +50397.0915.00' +00397.4415.00' +00396.9115.00' +00396.6819.00' +00396.8419.00' +00397.2619.00' +00395.6341.11' +25394.80
77.00' +25
395.6441.04' +50394.8377.00' +50395.7140.81' +75394.8677.00' +75395.7940.57' +00394.9277.00' +00395.9040.22' +25394.9877.00' +25395.9639.88' +50395.0477.00' +50395.1077.00' +75395.9839.59' +75396.0039.29' +00395.1277.00' +00396.0338.99' +25395.1577.00' +25396.0738.70' +50395.1877.00' +50396.1338.34' +75395.2477.00' +75396.2038.00' +00395.2977.00' +00396.2337.78' +25395.3277.00' +25396.2637.51' +50395.3477.00' +50396.3037.13' +75395.4375.82' +75396.4036.75' +00395.6471.24' +00396.5036.36' +25395.8066.50' +25396.6135.97' +50FL
396.2565.00' +25396.1565.00' +75(396.29)36.50' +50396.55
23.00' +25
STA 1042+38.88DRIVEWAY CL(396.40)
36.50 +50
(396.36)36.50' +25(396.52)36.50' +25395.6665.00' +26.88395.7065.00' +50.88CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:26 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1 1 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
C4-2rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'PARKER LnMATCH LINE STA 1050+25 - SEE SHEET C4-4MATCH LINE STA 1045+50 - SEE SHEET C4-2R/W
R/W
R/W
R/W
R/WR/WTCE TCE
TCETCE
TCEC70076
ARTURO VIVAR
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
239
C4-3ASPHASPHASPHPARKER LN10506789
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FLSTA 1046+37.99DRIVEWAY CLGRADING LIMIT
GRADING LIMIT
GRADING LIMIT
GRADING LIMIT
397.5712.64' +50396.7035.59' +75397.5613.20' +25397.5215.42' +25397.5314.87' +50397.5016.53' +75397.619.86' +75397.629.31' +00397.5115.98' +00397.4917.09' +50396.6135.97' +50397.6010.42' +50397.5910.98' +25397.638.75' +25397.5911.53' +00397.5812.09' +75397.5513.75' +00397.5414.31' +75(397.12)
10.22' +50
(397.23)9.40' +75(397.31)6.58' +00396.29
65.00' +50(396.98)36.50' +50(397.03)36.50' +75397.3022.98' +75SEE SHEET C4-14 FOR INTERSECTION DETAILS
TYPE GT3 ON GRADE
CALTRANS LOCAL DEPRESSION
395.90
65.00' +50
395.9965.00' +75396.0265.00' +00396.7435.21' +00397.6315.00' +50397.6410.11' +00397.650.12' +25398.1610.89' +50398.1318.08' +75397.6718.77' +00397.6718.22' +25397.6717.66' +50397.6717.11' +75397.6716.55' +00397.6815.99' +25397.6815.44' +50397.6814.88' +75397.6814.33' +00397.6813.77' +25397.6913.22' +50397.6912.66' +75397.6912.11' +00397.4717.69' +25397.3818.99' +75396.6264.78' +00396.6264.23' +25396.6263.67' +50396.6263.12' +75396.6362.56' +00396.6362.01' +25396.6361.45' +50396.6360.89' +75396.6360.34' +00396.6065.00' +75396.6360.00' +25396.6260.00' +50396.6160.00' +75396.6060.00' +00396.5960.00' +25396.4761.99' +00396.5361.43' +25396.5860.88' +50396.6360.32' +75396.6859.77' +00396.7359.21' +25396.7858.65' +50396.8358.10' +75396.8957.54' +00396.9457.70' +25TYPE GT3 ON GRADE
CALTRANS LOCAL DEPRESSION397.7114.86' +75397.33
19.00' +50
397.2523.00' +50397.6911.55' +25397.4418.34' +00SEE DETAIL 1
STA 1046+69.61
SEE DETAIL 2
STA 1046+69.61 STA 1049+82.10DRIVEWAY CL396.9959.43' +50397.0159.16' +62.10397.1058.27' +02.09396.1165.00' +12.49396.5665.00' +63.49396.77
+63.41
396.56
+63.41
396.47
+65.91
396.61
+79.81
396.50
+73.31
396.51
+75.81
396.82
+79.81
FL
DETAIL 1
396.66
+91.92
396.46
+92.01
396.38
+01.90
396.38
+04.40
396.49
+08.40
396.70
+08.31
396.36
+94.51
FL
DETAIL 2
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:27 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'PARKER LnMATCH LINE STA 1050+25 - SEE SHEET C4-4rMATCH LINE STA 1045+50 - SEE SHEET C4-2R/W
R/W
R/W
R/W
R/WR/WTCE TCE
TCETCE
TCEC70076
ARTURO VIVAR
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
239r
REVISED SHEET
1 04/16/15 RFI #17 REVISIONS
2 02/08/16 VECP PAVEMENT REVISIONS (RFI #327)
2
GRADE BREAK AT ETWCONFORM33.00' +50CONFORM33.00' +75CONFORM32.77' +00CONFORM33.00' +252.0%2.0%(2.0%)(2.0%)SAWCUT
CONFORMCONFORM3 07/28/16 PAVEMENT REVISIONS (PUNCH LIST)
3(1.9%)(1.9%)7.EXACT SAW CUT LOCATION TO BE DETERMIND IN FIELD BASED ON FIELD CONDITIONS.3
ASPHASPH
ASPHPARKER LN10506789
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FLSTA 1046+37.99DRIVEWAY CLGRADING LIMIT
GRADING LIMIT
GRADING LIMIT
GRADING LIMIT
396.7035.59' +75397.5215.42' +25397.5314.87' +50397.5016.53' +75397.5115.98' +00397.4917.09' +50396.6135.97' +50(397.12)
10.22' +50
(397.23)9.40' +75(397.31)6.58' +00396.29
65.00' +50(396.98)36.50' +50(397.03)36.50' +75397.3022.98' +75SEE SHEET C4-14 FOR INTERSECTION DETAILS
TYPE GT3 ON GRADE
CALTRANS LOCAL DEPRESSION
395.90
65.00' +50
395.9965.00' +75396.0265.00' +00396.7435.21' +00397.6315.00' +50397.6410.11' +00397.650.12' +25397.6610.89' +50397.6718.08' +75397.6718.77' +00397.6718.22' +25397.6717.66' +50397.6717.11' +75397.6716.55' +00397.6815.99' +25397.6815.44' +50397.6814.88' +75397.6814.33' +00397.6813.77' +25397.6913.22' +50397.6912.66' +75397.6912.11' +00397.4717.69' +25397.3818.99' +75396.6264.78' +00396.6464.23' +25396.6663.67' +50396.6863.12' +75396.7162.56' +00396.7462.01' +25396.7761.45' +50396.8060.89' +75396.8360.34' +00396.6065.00' +75396.8660.00' +25396.8860.00' +50396.9060.00' +75396.9260.00' +00396.9460.00' +25396.4761.99' +00396.5361.43' +25396.5860.88' +50396.6360.32' +75396.6859.77' +00396.7359.21' +25396.7858.65' +50396.8358.10' +75396.8957.54' +00396.9457.70' +25397.1457.76' +25TYPE GT3 ON GRADE
CALTRANS LOCAL DEPRESSION397.7114.86' +75397.33
19.00' +50
397.2523.00' +50397.6911.55' +25397.4418.34' +00SEE DETAIL 1
STA 1046+69.61
SEE DETAIL 2
STA 1046+69.61 STA 1049+82.10DRIVEWAY CL396.9959.43' +50397.0159.16' +62.10397.1058.27' +02.09396.1165.00' +12.49396.5665.00' +63.49397.758.75' +25397.739.31' +00397.729.86' +75397.7210.42' +50397.7210.98' +25397.7211.53' +00397.6812.09' +75397.6312.64' +50397.6013.20' +25397.5513.75' +00397.5414.31' +75397.5247.32' +00397.5247.87' +75397.5248.43' +50397.4448.98' +25397.3549.54' +00397.3050.10' +75397.2550.65' +50397.2051.21' +25397.1551.77' +00397.5346.76' +25396.77
+63.41
396.56
+63.41
396.47
+65.91
396.61
+79.81
396.50
+73.31
396.51
+75.81
396.82
+79.81
FL
DETAIL 1
396.66
+91.92
396.46
+92.01
396.38
+01.90
396.38
+04.40
396.49
+08.40
396.70
+08.31
396.36
+94.51
FL
DETAIL 2
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:28 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
C4-3rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1050+25 - SEE SHEET C4-3MATCH LINE STA 1055+25 - SEE SHEET C4-5R/W
R/W
R/W
R/W
R/W
R/W
TCE TCE
TCE TCETCE
C70076
ARTURO VIVAR
TCE
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.396.9960.00' +30.19397.1960.00' +99.19ROADWAY EASEMENT
240
EASEMENT
ROADWAY
C4-4
P P
ASPH
ASPH
P P
ASPH
ASPH
10551234
FL
FL
FL
STA 1054+99.24DRIVEWAY CLSTA 1052+14.69DRIVEWAY CLSTA 1052+89.55DRIVEWAY CLSTA 1054+74.56DRIVEWAY CLGRADING LIMIT
GRADING LIMIT397.0559.78' +50397.3657.00' +00399.0011.00' +25397.95
57.00' +25
398.4111.00' +00398.4911.00' +25396.9360.00' +25398.8711.00' +00397.2657.30' +75397.4457.00' +25398.5711.00' +50398.7311.00' +75397.8157.00' +98.56397.5257.00' +50.56397.1352.21' +75397.2652.00' +00397.4052.00' +25397.5551.79' +50397.7549.30' +75397.9049.00' +00398.0549.00' +25398.2049.00' +50399.887.00' +25399.747.00' +00399.447.00' +50399.307.00' +25399.597.00' +75399.157.00' +00399.007.00' +75398.867.00' +50398.717.00' +25398.567.00' +00398.435.70' +75397.9111.00' +75397.9611.00' +00398.0411.00' +25398.1511.00' +50398.3011.00' +75396.8760.00' +07.55396.7960.00' +71.55398.3549.00' +76.74398.6249.00' +21.74TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
397.6911.55' +25397.638.75' +25397.1457.76' +25RR XINGSEE DETAIL 2
STA 1052+50.79
SEE DETAIL 1
STA 1052+49.11
396.5960.00' +25DETAILS
C4-16 FOR INTERSECTION
SEE SHEETS C4-15 AND
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:28 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
396.77
+57.61
396.67
+50.61
396.69
+53.61
396.98
+57.61
397.11
+40.66
396.86
+40.66
396.72
+47.66
396.73
+44.66
FL
DETAIL 1
397.07
+42.29
397.32
+42.15
396.97
+46.29
396.97
+49.29
396.99
+52.23
396.99
+55.23
397.33
+59.10
397.09
+59.23
FL
DETAIL 2
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKR/WR/WR/WR/WREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1050+25 - SEE SHEET C4-3rMATCH LINE STA 1055+25 - SEE SHEET C4-5rR/W
R/W
R/W
R/W
R/W
R/W
TCE TCE
TCE TCETCE
C70076
ARTURO VIVAR
TCE
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
ROADWAY EASEMENT
240r
EASEMENT
ROADWAY
398.1041.21' +75398.2141.00' +00398.3541.00' +25398.4941.00' +50398.6341.00' +75398.7741.00' +00398.9541.00' +25399.0241.00' +50399.1041.00' +75399.1741.00' +00399.2441.00' +251 02/08/16 VECP PAVEMENT REVISIONS (RFI #237)
REVISED SHEET
GRADE BREAK AT ETW
P P
ASPH
ASPH
P P
ASPH
ASPH
10551234
FL
FL
FL
STA 1054+99.24DRIVEWAY CLSTA 1052+89.55DRIVEWAY CLSTA 1054+74.56DRIVEWAY CLGRADING LIMIT
GRADING LIMIT397.0559.78' +50397.3657.00' +00399.0011.00' +25397.95
57.00' +25
398.4111.00' +00398.4911.00' +25396.9360.00' +25398.8711.00' +00397.2657.30' +75397.4457.00' +25398.5711.00' +50398.7311.00' +75397.8157.00' +98.56397.5257.00' +50.56397.4852.21' +75397.6052.00' +00397.7852.00' +25397.9551.79' +50398.1249.30' +75398.3049.00' +00398.4049.00' +25398.5049.00' +50400.097.00' +25400.017.00' +00399.757.00' +50399.627.00' +25399.887.00' +75399.497.00' +00399.357.00' +75399.217.00' +50399.077.00' +25398.937.00' +00398.775.70' +75397.9111.00' +75397.9611.00' +00398.0411.00' +25398.1511.00' +50398.3011.00' +75396.8760.00' +07.55396.7960.00' +71.55398.6149.00' +76.74398.7849.00' +21.74TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
397.6911.55' +25397.758.75' +25397.1457.76' +25RR XINGSEE DETAIL 2
STA 1052+50.79
SEE DETAIL 1
STA 1052+49.11
396.9460.00' +25DETAILS
C4-16r FOR INTERSECTION
SEE SHEETS C4-15r AND
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:29 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
396.77
+57.61
396.67
+50.61
396.69
+53.61
396.98
+57.61
397.11
+40.66
396.86
+40.66
396.72
+47.66
396.73
+44.66
FL
DETAIL 1
397.40
+42.29
397.77
+42.15
397.30
+46.29
397.30
+49.29
396.31
+52.23
396.31
+55.23
397.78
+59.10
FL
DETAIL 2
397.41
+59.23
1
1
1 R/WR/WR/WR/WCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
C4-4rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'LANDCO RdMATCH LINE STA 1055+25 - SEE SHEET C4-4MATCH LINE STA 1059+75 - SEE SHEET C4-6R/W R/W
R/WR/W R/WR/WTCE
TCE
TCE
TCE
ARTURO VIVAR
C70076
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
241
C4-5
ASPH
ASPHASPH
ASPH
ASPH LANDCO RD6 7 8 9
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
FL
GRADING LIMIT
GRADING LIMIT
GRADING LIMIT
399.5211.00' +00400.4249.00' +75400.2640.80' +50398.7457.00' +50397.9557.00' +25401.523.02' +00401.060.99' +50399.7911.00' +50398.1557.00' +50401.473.02' +75398.4757.00' +00400.1840.83' +25401.120.99' +75399.6057.00' +75399.87
57.00' +75
400.930.98' +00400.0540.89' +75399.2011.00' +50399.9611.00' +75399.6311.00' +25401.503.01' +50398.5857.00' +25400.850.98' +75400.1340.86' +00398.3657.00' +75400.45
49.00' +75400.4649.00' +50401.503.01' +75400.970.99' +25399.0011.00' +25400.4949.00' +25399.6857.00' +00399.8157.00' +50400.4749.00' +00399.4111.00' +75400.3240.76' +75399.0557.00' +00399.7257.00' +25401.543.01' +25398.9157.00' +75(400.81)2.98' +75(400.89)2.98' +00(400.93)2.99' +25(401.02)2.99' +50(401.08)
2.99' +75
(400.29)36.50' +50(400.39)36.50' +75(400.49)36.50' +00(400.60)36.50' +25400.0149.00' +75400.1249.00' +00400.2249.00' +25400.3349.00' +50(400.71)36.50' +50(400.80)36.50' +75(400.85)36.50' +00(400.87)36.50' +25(400.83)36.50' +50(400.83)36.50' +75401.2812.24' +75401.2310.37' +50401.3312.59' +00401.3412.74' +25401.3112.76' +50401.30
12.64' +75
398.7849.00' +50398.9349.00' +75399.0849.00' +00399.2349.00' +25399.3749.00' +50399.5249.00' +75399.9149.00' +50400.917.00' +00400.777.00' +75400.627.00' +50400.477.00' +25400.337.00' +00400.187.00' +75400.037.00' +50399.887.00' +25400.1011.00' +00SEE SHEET C4-17 FOR INTERSECTION DETAILS
398.6449.00' +25STA 1057+26.16
CL CURB RAMP CASE C399.6749.00' +00399.8149.00' +25(400.18)36.50' +25CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:30 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'LANDCO RdMATCH LINE STA 1055+25 - SEE SHEET C4-4rMATCH LINE STA 1059+75 - SEE SHEET C4-6R/W R/W
R/WR/W R/WR/WTCE
TCE
TCE
TCE
ARTURO VIVAR
C70076
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
241r
399.4341.00' +00399.3741.00' +75399.3041.00' +50399.2441.00' +251 02/08/16
GRADE BREAK AT ETW
REVISED SHEET
3 4
4
2 FTM #32 REVISIONS
3 04/25/16 RFI #412
4 04/20/16
Date:Revision:Description:
2
VECP 5 PAVEMENT REVISION (RFI #237)
MEDIAN CURB REV (RFI #407.1, RFI #407.2)
ASPH
ASPHASPH
ASPH
ASPH LANDCO RD6 7 8 9
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
FL
GRADING LIMIT
GRADING LIMIT
GRADING LIMIT
399.5211.00' +00400.4249.00' +75400.2640.80' +50398.7457.00' +50397.9557.00' +25401.523.02' +00401.060.99' +50399.7911.00' +50398.1557.00' +50401.473.02' +75398.4757.00' +00400.1840.83' +25401.120.99' +75399.6057.00' +75399.87
57.00' +75
400.930.98' +00400.0540.89' +75399.2011.00' +50399.9611.00' +75399.6311.00' +25401.503.01' +50398.5857.00' +25400.850.98' +75400.1340.86' +00398.3657.00' +75400.45
49.00' +75400.4749.00' +50401.503.01' +75400.970.99' +25399.0011.00' +25400.4949.00' +25399.6857.00' +00399.8157.00' +50400.4749.00' +00399.4111.00' +75400.3240.76' +75399.0557.00' +00399.7257.00' +25401.543.01' +25398.9157.00' +75(400.81)2.98' +75(400.89)2.98' +00(400.93)2.99' +25(401.02)2.99' +50(401.08)
2.99' +75
(400.29)36.50' +50(400.39)36.50' +75(400.49)36.50' +00(400.60)36.50' +25400.0149.00' +75400.1249.00' +00400.2249.00' +25400.3349.00' +50(400.71)36.50' +50(400.80)36.50' +75(400.85)36.50' +00(400.87)36.50' +25(400.83)36.50' +50(400.83)36.50' +75401.2812.24' +75401.2310.37' +50401.3312.59' +00401.3412.74' +25401.3112.76' +50401.30
12.64' +75
398.8949.00' +50398.9949.00' +75399.0849.00' +00399.2349.00' +25399.3749.00' +50399.5249.00' +75399.9149.00' +50400.917.00' +00400.777.00' +75400.627.00' +50400.477.00' +25400.337.00' +00400.257.00' +75400.177.00' +50400.097.00' +25400.1011.00' +00SEE SHEET C4-17 FOR INTERSECTION DETAILS
398.8049.00' +25STA 1057+26.16
CL CURB RAMP CASE C399.6749.00' +00399.8149.00' +25(400.18)36.50' +25CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:31 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
1
C4-5rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1064+25 - SEE SHEET C4-7MATCH LINE STA 1059+75 - SEE SHEET C4-5R/W R/W
R/W
R/W
TCE TCE
TCE TCE
C70076
ARTURO VIVAR
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
242
C4-6DIRTCONC
1060 1 2 3 4
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
STA 1061+53.26DRIVEWAY CLGRADING LIMIT
GRADING LIMIT 399.6157.00' +50400.921.00' +00399.7434.48' +00401.433.01' +50400.624.61' +25401.503.01' +25399.9357.00' +25399.4957.00' +25400.748.98' +00400.734.06' +00399.6757.00' +00400.3434.65' +50400.9510.46' +50401.1059.50' +42399.9634.52' +50399.8357.00' +75400.1649.00' +75401.187.74' +75399.87
57.00' +75
401.041.00' +25399.9257.00' +00401.0411.00' +25401.0710.75' +00400.3349.00' +00400.648.24' +25400.972.99' +25399.2055.00' +00401.043.00' +75400.932.99' +50399.6357.00' +25400.2534.65' +00400.0649.00' +25399.3956.48' +50401.120.99' +75401.113.00' +25399.1054.26' +25399.58
50.61' +25400.3840.73' +00400.2849.00' +25399.6334.47' +25399.8948.95' +50399.7949.50' +75399.9249.00' +25399.6850.06' +00401.0155.75' +50399.8534.50' +75401.170.99' +00400.1934.67' +50401.263.00' +50399.8857.00' +50401.373.01' +00400.0249.00' +50399.5157.00' +00400.3634.72' +25399.3055.74' +75399.7957.00' +25400.2034.67' +25401.130.99' +50401.030.99' +00399.7857.00' +00400.0934.60' +00401.011.00' +50400.3940.71' +25399.9949.00' +75400.3440.72' +50401.080.99' +75399.7257.00' +75401.180.99' +25400.2940.73' +75400.3549.00' +75400.1049.00' +00401.013.00' +00401.393.01' +75401.333.00' +25400.3034.63' +75400.3949.00' +50400.3240.76' +75400.843.50' +75400.1942.63' +00401.073.00' +50400.849.72' +75400.1434.64' +75399.5757.00' +75400.891.08' +25399.7657.00' +50401.213.00' +75399.9649.00' +00401.303.57' +50400.0734.55' +25401.153.00' +00400.971.00' +75(401.08)
2.99' +75
(401.13)2.99' +00(401.14)2.99' +25(401.09)2.99' +50(401.04)2.99' +75(400.99)2.99' +00(401.00)3.00' +25(400.97)3.00' +50(400.93)3.00' +75(400.88)3.00' +00(400.83)3.10' +25(400.75)5.80' +48(400.62)11.11' +75(400.49)14.70' +00(400.46)15.00' +25(400.37)14.11' +50(400.28)13.02' +75(400.19)11.93' +00(400.10)
10.84' +25
400.4849.00' +00(400.83)36.50' +25(400.85)36.50' +00400.4549.00' +25(400.76)36.50' +50(400.72)36.50' +75(400.70)36.50' +00(400.66)36.50' +25(400.59)
36.50' +50
(400.54)36.50' +75(400.44)36.50' +25(400.48)36.50' +00(400.40)36.50' +50(400.37)36.50' +75(400.34)36.50' +00(400.30)36.50' +25(400.26)36.50' +50(400.18)36.50' +75(399.99)36.50' +25(400.08)36.50' +00401.3312.74' +00401.3112.75' +25401.2412.73' +50401.2012.71' +75401.1812.69' +00401.1312.67' +25401.0712.64' +50401.0112.62' +75400.9612.60' +00400.9112.58' +25400.8812.55' +50400.8412.57' +75400.8112.55' +00400.7812.53' +25400.7412.52' +50400.6612.50' +75400.5612.48' +00400.47
12.46' +25
400.2449.00' +39.26400.1849.00' +67.25TYPE G3 ON GRADE
CALTRANS LOCAL DEPRESSION
400.45
49.00' +75 401.523.01' +00401.0855.75' +84400.9659.50' +91(400.83)36.50' +75401.30
12.64' +75401.503.01' +75SEE DETAIL 1
STA 1063+99.65
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:31 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
399.17
+08.12
399.09
+01.12
399.11
+04.13
399.38
+08.00
399.22
+95.18
399.11
+98.18
399.43
+95.06
FL
DETAIL 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1064+25 - SEE SHEET C4-7MATCH LINE STA 1059+75 - SEE SHEET C4-5R/W R/W
R/W
R/W
TCE TCE
TCE TCE
C70076
ARTURO VIVAR
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
242r
1 FTM #32
REVISED SHEETDIRTCONC
1060 1 2 3 4
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
STA 1061+53.26DRIVEWAY CLGRADING LIMIT
GRADING LIMIT 399.6157.00' +50400.921.00' +00399.7434.48' +00401.433.01' +50400.624.61' +25401.503.01' +25399.9357.00' +25399.4957.00' +25400.748.98' +00400.734.06' +00399.6757.00' +00400.3434.65' +50400.9510.46' +50401.1059.50' +42399.9634.52' +50399.8357.00' +75400.1649.00' +75401.187.74' +75399.87
57.00' +75
401.041.00' +25399.9257.00' +00401.0411.00' +25401.0710.75' +00400.3349.00' +00400.648.24' +25400.972.99' +25399.2055.00' +00401.043.00' +75400.932.99' +50399.6357.00' +25400.2534.65' +00400.0649.00' +25399.3956.48' +50401.120.99' +75401.113.00' +25399.1054.26' +25399.58
50.61' +25400.3840.73' +00400.2849.00' +25399.6334.47' +25399.8948.95' +50399.7949.50' +75399.9249.00' +25399.6850.06' +00401.0155.75' +50399.8534.50' +75401.170.99' +00400.1934.67' +50401.263.00' +50399.8857.00' +50401.373.01' +00400.0249.00' +50399.5157.00' +00400.3634.72' +25399.3055.74' +75399.7957.00' +25400.2034.67' +25401.130.99' +50401.030.99' +00399.7857.00' +00400.0934.60' +00401.011.00' +50400.3940.71' +25399.9949.00' +75400.3440.72' +50401.080.99' +75399.7257.00' +75401.180.99' +25400.2940.73' +75400.3549.00' +75400.1049.00' +00401.013.00' +00401.393.01' +75401.333.00' +25400.3034.63' +75400.3949.00' +50400.3240.76' +75400.843.50' +75400.1942.63' +00401.073.00' +50400.849.72' +75400.1434.64' +75399.5757.00' +75400.891.08' +25399.7657.00' +50401.213.00' +75399.9649.00' +00401.303.57' +50400.0734.55' +25401.153.00' +00400.971.00' +75(401.08)
2.99' +75
(401.13)2.99' +00(401.14)2.99' +25(401.09)2.99' +50(401.04)2.99' +75(400.99)2.99' +00(401.00)3.00' +25(400.97)3.00' +50(400.93)3.00' +75(400.88)3.00' +00(400.83)3.10' +25(400.75)5.80' +48(400.62)11.11' +75(400.49)14.70' +00(400.46)15.00' +25(400.37)14.11' +50(400.28)13.02' +75(400.19)11.93' +00(400.10)
10.84' +25
400.4349.00' +00(400.83)36.50' +25(400.85)36.50' +00400.4149.00' +25(400.76)36.50' +50(400.72)36.50' +75(400.70)36.50' +00(400.66)36.50' +25(400.59)
36.50' +50
(400.54)36.50' +75(400.44)36.50' +25(400.48)36.50' +00(400.40)36.50' +50(400.37)36.50' +75(400.34)36.50' +00(400.30)36.50' +25(400.26)36.50' +50(400.18)36.50' +75(399.99)36.50' +25(400.08)36.50' +00401.3312.74' +00401.3112.75' +25401.2412.73' +50401.2012.71' +75401.1812.69' +00401.1312.67' +25401.0712.64' +50401.0112.62' +75400.9612.60' +00400.9112.58' +25400.8812.55' +50400.8412.57' +75400.8112.55' +00400.7812.53' +25400.7412.52' +50400.6612.50' +75400.5612.48' +00400.47
12.46' +25
400.2449.00' +39.26400.1849.00' +67.25TYPE G3 ON GRADE
CALTRANS LOCAL DEPRESSION
400.45
49.00' +75 401.523.01' +00401.0855.75' +84400.9659.50' +91(400.83)36.50' +75401.30
12.64' +75401.503.01' +75SEE DETAIL 1
STA 1063+99.65
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:32 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
399.17
+08.12
399.09
+01.12
399.11
+04.13
399.38
+08.00
399.22
+95.18
399.11
+98.18
399.43
+95.06
FL
DETAIL 1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
C4-6rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1064+25 - SEE SHEET C4-6MATCH LINE STA 1068+90 - SEE SHEET C4-8R/W
R/W
R/WR/W
TCE TCE
TCE
TCE
C70076
ARTURO VIVAR
R/W
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
243
C4-7
FP
ASPH
ASPH
1065 6 7 8
SAWCUT
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
STA 1064+69.80DRIVEWAY CLSTA 1065+62.99DRIVEWAY CLSTA 1068+08.54DRIVEWAY CLSTA 1065+04.75DRIVEWAY CLSTA 1065+61.03DRIVEWAY CLSTA 1066+51.11DRIVEWAY CLSTA 1067+09.85DRIVEWAY CLGRADING LIMIT
GRADING LIMIT 397.8453.00' +75400.362.35' +25398.3753.00' +00398.3153.00' +00400.163.00' +75398.7634.38' +25399.537.00' +75399.6334.47' +25398.0253.00' +50398.8734.43' +00399.087.00' +00400.454.21' +75398.5653.00' +50399.427.00' +00400.420.77' +00399.5134.45' +50398.61
34.39' +75
399.967.00' +75398.3334.42' +00399.2552.28' +00399.317.00' +25397.8353.00' +00399.683.00' +75398.3434.43' +75399.353.00' +75399.253.00' +00399.4134.42' +75400.648.24' +25398.67
34.36' +50
400.624.61' +25399.10
54.26' +25
399.443.00' +25398.997.00' +25399.757.00' +25398.3034.45' +75398.32
34.44' +50
399.31
34.41' +00
398.4453.00' +75398.2653.00' +25399.10
34.50' +50
400.263.00' +50399.943.00' +25399.233.00' +25399.293.00' +75398.877.00' +50397.8753.00' +50398.8153.00' +00398.9153.00' +75398.2053.00' +25400.417.50' +50398.98
34.47' +75
399.867.00' +00398.897.00' +75398.0453.00' +75399.1252.83' +25399.167.00' +75399.813.00' +50399.0053.52' +50398.1153.00' +75399.657.00' +50400.063.00' +00398.927.00' +50398.1153.00' +50398.857.00' +75399.353.00' +50398.887.00' +25400.525.16' +50399.263.00' +50399.227.00' +50397.7956.39' +75398.6953.00' +25398.3734.43' +50398.34
34.43' +25
398.1053.00' +75399.20
34.46' +25
399.500.00 +00398.887.00' +00(400.10)
10.84' +25
(400.00)9.97' +50(399.90)9.97' +75(399.80)9.96' +00(399.69)9.95' +25(399.59)9.94' +50(399.47)9.93' +75(399.36)9.92' +00(399.25)9.91' +25(399.16)9.90' +50(399.10)9.89' +75(399.02)9.88' +00(398.93)9.87' +25(398.86)9.86' +50(398.83)9.85' +75(398.82)9.84' +00(398.83)9.83' +25(398.82)9.82' +50(398.79)9.81' +75(399.99)36.50' +25(399.89)36.50' +50(399.80)
36.50' +75
(399.69)36.50' +00(399.58)36.50' +25(399.47)36.50' +50(399.37)
36.50' +75
(399.27)36.50' +00(399.15)36.50' +25(399.02)36.50' +50(398.89)36.50' +75(398.77)36.50' +00(398.65)36.50' +25(398.56)36.50' +50(398.50)36.50' +75(398.46)
36.50' +00
(398.44)
36.50' +25
(398.47)36.50' +50(398.56)36.50' +75400.47
12.46' +25400.3712.44' +50400.2812.42' +75400.1812.37' +00400.0612.32' +25399.9512.27' +50399.8612.23' +75399.7612.18' +00399.6312.14' +25399.5112.10' +50399.4110.73' +75399.376.67' +00399.323.41' +25399.242.61' +50399.182.54' +75399.142.51' +00399.122.57' +25399.152.60' +50399.242.60' +75398.8653.00' +87.25398.7253.00' +22.25398.6253.00' +43.53398.4753.00' +78.53398.1253.00' +67.61398.2153.00' +34.61398.53
34.42' +00
398.44
34.42' +25398.0553.00' +93.35397.9353.00' +26.35397.8353.00' +17.04397.8253.00' +50.04CONFORM(398.15)34.45' +87.65CONFORM(397.36)58.86' +87.33399.4551.30' +55.80399.3351.92' +83.80399.0153.00' +48.99398.9153.00' +76.99398.0153.00' +87.04397.9853.00' +30.04TYPE G3 ON GRADE
CALTRANS LOCAL DEPRESSION
TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
399.58
50.61' +25
SEE DETAIL 1
STA 1064+52.33
SEE DETAIL 2
STA 1068+35.02 STA 1068+33.54DRIVEWAY CL399.71
+43.95
399.50
+43.86
399.39
+47.86
399.65
+56.89
399.37
+53.80
399.44
+56.80
399.37
+50.86
FL
DETAIL 1
398.23
+26.52
397.98
+26.52
398.24
+43.47
397.99
+43.47
397.88
+30.52
397.88
+39.47
397.86
+36.47397.86
+33.52
FL
DETAIL 2
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:33 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1064+25 - SEE SHEET C4-6MATCH LINE STA 1068+90 - SEE SHEET C4-8R/W
R/W
R/WR/W
TCE TCE
TCE
TCE
C70076
ARTURO VIVAR
R/W
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
243r
1 REVISE DWY TO 28' (RFI #247)
REVISED SHEET
32
3
2 07/22/15 RFI #126.1 REVISIONS
RFI #128.1 REVISIONS08/05/15
FP
ASPH
ASPH
1065 6 7 8
SAWCUT
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
STA 1064+69.80DRIVEWAY CLSTA 1065+62.99DRIVEWAY CLSTA 1068+08.54DRIVEWAY CLSTA 1065+04.75DRIVEWAY CLSTA 1065+61.03DRIVEWAY CLSTA 1066+51.11DRIVEWAY CLSTA 1067+12.85DRIVEWAY CLGRADING LIMIT
GRADING LIMIT 397.8453.00' +75400.362.35' +25398.3753.00' +00398.3153.00' +00400.163.00' +75398.7634.38' +25399.537.00' +75399.6334.47' +25398.0253.00' +50398.8734.43' +00399.087.00' +00400.454.21' +75398.5653.00' +50399.427.00' +00400.420.77' +00399.5134.45' +50398.61
34.39' +75
399.967.00' +75398.3334.42' +00399.2552.28' +00399.317.00' +25397.8353.00' +00399.683.00' +75398.3434.43' +75399.353.00' +75399.253.00' +00399.4134.42' +75400.648.24' +25398.67
34.36' +50
400.624.61' +25399.10
54.26' +25
399.443.00' +25398.997.00' +25399.757.00' +25398.3034.45' +75398.32
34.44' +50
399.31
34.41' +00
398.4453.00' +75398.2653.00' +25399.10
34.50' +50
400.263.00' +50399.943.00' +25399.233.00' +25399.293.00' +75398.877.00' +50397.8753.00' +50398.8153.00' +00398.9153.00' +75398.2053.00' +25400.417.50' +50398.98
34.47' +75
399.867.00' +00398.897.00' +75398.0453.00' +75399.1252.83' +25399.167.00' +75399.813.00' +50399.0053.52' +50398.1153.00' +75399.657.00' +50400.063.00' +00398.927.00' +50398.1153.00' +50398.857.00' +75399.353.00' +50398.887.00' +25400.525.16' +50399.263.00' +50399.227.00' +50397.7956.39' +75398.6953.00' +25398.3734.43' +50398.34
34.43' +25
398.1053.00' +75399.20
34.46' +25
399.500.00 +00398.887.00' +00(400.10)
10.84' +25
(400.00)9.97' +50(399.90)9.97' +75(399.80)9.96' +00(399.69)9.95' +25(399.59)9.94' +50(399.47)9.93' +75(399.36)9.92' +00(399.25)9.91' +25(399.16)9.90' +50(399.10)9.89' +75(399.02)9.88' +00(398.93)9.87' +25(398.86)9.86' +50(398.83)9.85' +75(398.82)9.84' +00(398.83)9.83' +25(398.82)9.82' +50(398.79)9.81' +75(399.99)36.50' +25(399.89)36.50' +50(399.80)
36.50' +75
(399.69)36.50' +00(399.58)36.50' +25(399.47)36.50' +50(399.37)
36.50' +75
(399.27)36.50' +00(399.15)36.50' +25(399.02)36.50' +50(398.89)36.50' +75(398.77)36.50' +00(398.65)36.50' +25(398.56)36.50' +50(398.50)36.50' +75(398.46)
36.50' +00
(398.44)
36.50' +25
(398.47)36.50' +50(398.56)36.50' +75400.47
12.46' +25400.3712.44' +50400.2812.42' +75400.1812.37' +00400.0612.32' +25399.9512.27' +50399.8612.23' +75399.7612.18' +00399.6312.14' +25399.5112.10' +50399.4110.73' +75399.376.67' +00399.323.41' +25399.242.61' +50399.182.54' +75399.142.51' +00399.122.57' +25399.152.60' +50399.242.60' +75398.8653.00' +87.25398.7253.00' +22.25398.6253.00' +43.53398.4753.00' +78.53398.1253.00' +67.61398.2153.00' +34.61398.53
34.42' +00
398.44
34.42' +25398.0553.00' +93.35397.9353.00' +26.35397.8353.00' +17.04397.8253.00' +50.04CONFORM(398.15)34.45' +87.65CONFORM(397.36)58.86' +87.33399.4551.30' +55.80399.3351.92' +83.80399.0153.00' +48.99398.9153.00' +76.99398.0153.00' +87.04397.9853.00' +30.04TYPE G3 ON GRADE
CALTRANS LOCAL DEPRESSION
TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
399.58
50.61' +25
SEE DETAIL 1
STA 1064+52.33
SEE DETAIL 2
STA 1068+35.02 STA 1068+21.04DRIVEWAY CL399.71
+43.95
399.50
+43.86
399.39
+47.86
399.65
+56.89
399.37
+53.80
399.44
+56.80
399.37
+50.86
FL
DETAIL 1
398.23
+26.52
397.98
+26.52
398.24
+43.47
397.99
+43.47
397.88
+30.52
397.88
+39.47
397.86
+36.47397.86
+33.52
FL
DETAIL 2
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:33 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
C4-7rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'FAIRHAVEN DrMATCH LINE STA 1073+50 - SEE SHEET C4-9MATCH LINE STA 1068+90 - SEE SHEET C4-7"ROS" LINEROSEDALE Hwy
R/W
R/W
R/WR/W R/WR/WTCE
TCETCE
ARTURO VIVAR
C70076
TCE
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
Exist SIDEWALK
Exist CURB
COMPLIANCE (SURVEY)
VERIFY ADA
244
7.
RECONSTRUCTED TO MEET ADA STANDARDS.
EXISTING NON-COMPLIANT ADA IMPROVEMENTS TO BE
C4-8
P
ASPHASPHASPH
ASPHASPHASPHFAIRHAVEN DR10709 1 2 3
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
FL
FL
FL
SAWCUT
STA 1069+41.10DRIVEWAY CLSTA 1070+19.30DRIVEWAY CLSTA 1072+01.28DRIVEWAY CLSTA 1072+61.63DRIVEWAY CLGRADING LIMIT
GRADING LIMIT 399.933.00' +00398.6953.00' +00399.1154.00' +00398.947.00' +50399.706.00' +00399.1334.20' +00399.573.00' +75398.817.00' +50399.633.00' +00399.453.00' +25398.837.00' +00398.82
52.00' +50
399.753.00' +50398.8953.00' +75398.827.00' +25400.104.66' +50398.1653.00' +00398.5252.00' +75398.6552.00' +00399.1254.00' +25399.513.00' +50398.7953.00' +25400.462.00' +50400.382.00' +00399.576.00' +75399.876.00' +50399.673.00' +25399.413.00' +00398.6053.00' +75398.3853.00' +00400.372.00' +25399.2334.20' +25398.8553.00' +50399.087.00' +00398.8840.51' +75398.877.00' +25398.7552.00' +25399.843.00' +75399.017.00' +75398.837.00' +00399.2154.00' +50398.817.00' +75399.3134.20' +50400.190.50' +75399.806.00' +25398.5053.00' +50(398.77)9.75' +00(398.76)9.69' +25(398.76)9.70' +50(398.75)9.64' +75(398.77)9.75' +00(398.82)9.76' +25(398.88)9.81' +50(398.95)9.98' +75(399.02)9.98' +00(399.53)8.00' +75(399.66)8.00' +00(399.76)8.00' +25(399.83)
8.00' +50
398.3853.00' +02.80398.4553.00' +35.80(398.62)36.50' +00(398.66)
36.50' +25
(398.72)
36.50' +50
(398.84)36.50' +00(398.88)
36.50' +25
(398.96)36.50' +50(399.05)36.50' +75(399.14)36.50' +00(399.25)36.50' +25(399.30)36.50' +50(399.35)36.50' +75(399.40)
36.50' +00
(399.46)
36.50' +50
398.9853.17' +25399.302.60' +00399.342.60' +25399.392.59' +50399.462.57' +75399.512.55' +00399.562.45' +25399.642.34' +50399.742.23' +75399.832.13' +00399.7611.00' +25399.8111.00' +50399.8611.00' +75399.9111.00' +00399.9511.00' +25399.9711.00' +50399.859.00' +50399.909.00' +75399.959.00' +00400.018.28' +25398.1953.00' +17.10398.3053.00' +65.10(398.78)36.50' +75398.3353.00' +75(399.44)
36.50' +25
398.9153.00' +82.29398.9753.12' +20.28398.9953.33' +40.13399.0053.77' +83.13SEE SHEET C4-18 FOR INTERSECTION DETAILS
TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
SAWCUT
SEE DETAIL 1
STA 1070+48.06
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:36 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
398.58
+56.65
398.33
+56.56
398.20
+52.56
398.19
+43.61
398.23
+39.62
398.35
+38.93
398.20
+49.56
398.17
+43.61
FL
DETAIL 1
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1077+50 - SEE SHEET C4-10MATCH LINE STA 1073+50 - SEE SHEET C4-8R/W R/W
R/WR/W
TCE
TCE TCE
ARTURO VIVAR
C70076
TCETCE
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
245
C4-9
ASPH
ASPH
ASPH
10754 6 7
SAWCUTFL
FL
FL
FL
STA 1074+82.39DRIVEWAY CLSTA 1075+94.33DRIVEWAY CLSTA 1077+11.82DRIVEWAY CLSTA 1075+20.07DRIVEWAY CLSTA 1076+04.89DRIVEWAY CLGRADING LIMIT
GRADING LIMIT 401.892.00' +50400.722.00' +25400.462.00' +50399.6052.00' +50399.9254.00' +50398.9152.00' +75399.876.00' +50401.532.00' +50400.902.00' +75401.352.00' +00399.2154.00' +50401.426.00' +50400.0934.20' +50401.036.00' +50401.262.00' +75399.8934.20' +00400.256.00' +50399.3134.20' +50399.4152.00' +00400.556.00' +25400.066.00' +00401.802.00' +25399.4934.20' +00400.2854.00' +50400.0154.00' +75400.2752.00' +25401.712.00' +00399.966.00' +75400.8534.20' +50401.226.00' +00400.552.00' +75401.326.00' +25399.3152.00' +75399.4854.00' +25400.216.00' +25399.1652.00' +25401.580.00 +75399.3054.00' +75400.746.00' +75399.8354.00' +25399.5754.00' +50400.7534.20' +25400.1734.20' +75399.6952.00' +75401.082.00' +25398.82
52.00' +50
400.816.00' +00400.1954.00' +25399.7554.00' +00401.136.00' +75399.0152.00' +00399.6534.20' +25400.466.00' +00401.442.00' +25401.172.00' +50400.656.00' +50400.632.00' +00399.2052.00' +50400.3754.00' +75399.6934.20' +50400.37
52.00' +50
400.366.00' +75400.992.00' +00400.812.00' +50399.3954.00' +00400.926.00' +25400.6454.00' +50399.7934.20' +75(399.83)
8.00' +50
(399.92)8.00' +75(400.02)8.00' +00(400.15)9.05' +25(400.17)10.26' +50(400.28)10.10' +75(400.37)10.22' +00(400.46)10.43' +25(400.56)10.30' +50(400.65)10.23' +75(400.72)10.27' +00(400.83)10.31' +25(400.95)10.32' +50(401.04)10.27' +75(401.13)10.45' +00(401.23)10.45' +25(401.33)
10.32' +50399.4352.00' +06.07399.5452.00' +34.07399.7252.00' +85.89399.8652.00' +23.89399.6354.00' +68.39399.7354.00' +96.39400.0354.00' +80.33400.1354.00' +08.33400.4454.00' +92.82400.5754.00' +30.82399.3934.20' +75399.99
34.20' +25 400.1752.00' +00400.6634.20' +00400.0852.00' +75400.5634.20' +75400.3534.20' +25400.4734.20' +50399.9852.00' +50CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:36 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'
C4-10MATCH LINE STA 1082+75 - SEE SHEET C4-11GIBSON StMATCH LINE STA 1077+50 - SEE SHEET C4-9R/W
R/W
R/W
R/WR/WR/WR/WR/W
TCE
T
CE
TCE
T
C
E
TCE
TCE
ARTURO VIVAR
C70076
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
(401.53)
137.03' +69.83
400.82
100.11' +74.68
(400.54)
58.96' +48.78
400.45
60.68' +22.90
246
FP
FP
ASPH
ASPH ASPHASPH
ASPH
ASPHA
SPHASPHGIBSON STU/C
108089 1 2400.6652.01' +00SAWCUT
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
FL
Exist C&G
Exist C&G
R=2'
R=2'400.6454.00' +50401.566.00' +75402.072.00' +00400.8534.20' +50400.9340.73' +00400.7354.00' +75400.5152.00' +75401.426.00' +50401.892.00' +50400.37
52.00' +50
401.626.00' +00400.8740.75' +75401.982.00' +75(401.33)
10.32' +50
(401.48)10.12' +75(401.57)8.72' +00(402.42)56.80' +75(402.32)56.80' +50(402.21)56.83' +25(402.13)56.86' +00(402.05)56.86' +75(401.95)56.85' +50(401.84)56.82' +25(401.83)56.81' +00(401.80)56.88' +75(401.69)56.94' +50(401.57)56.98' +25(401.47)57.00' +00(401.37)57.01' +75(401.27)57.00' +50(401.17)56.98' +25(401.13)57.49' +00FL
SAWCUT
TYPE GDO IN GRADE SAG
CALTRANS LOCAL DEPRESSION
SAWCUT (402.03)3.00' +50(402.01)3.00' +25(402.03)3.00' +75(402.07)3.00' +00(402.10)3.00' +25(402.20)3.00' +50(402.32)3.00' +75(402.42)3.00' +00(402.52)3.00' +25(402.58)2.30' +50(402.55)1.80' +75(402.59)14.96' +50402.055.00' +25402.075.00' +50402.075.00' +75402.115.00' +00402.145.00' +25402.245.00' +50402.365.00' +75402.465.00' +00402.565.00' +25402.624.33' +50402.590.39' +75(402.54)7.50' +00402.585.23' +00(402.49)12.75' +25402.5310.55' +25402.6312.94' +50402.139.00' +25402.239.00' +50402.339.00' +75402.439.00' +00402.539.00' +25402.659.00' +50402.769.00' +75402.799.00' +00402.809.00' +25402.928.33' +50403.104.39' +75403.291.23' +00403.486.55' +25403.638.94' +50403.749.00' +75402.7613.00' +75(402.72)
15.00' +75
STA 1078+71.11DRIVEWAY CL
STA 1079+35.80
DRIVEWAY CL
INTERSECTION DETAILS
SEE SHEET C4-19 FOR
SEE DETAIL 1
STA 1079+12.09
401.62
6.00' +08.17
402.09
2.00' +08.17
402.05
5.00' +00.63
402.11
9.00' +00.62
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:37 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
400.60
+19.04
400.43
+20.41
400.32
+13.55
400.33
+16.48
400.32
+10.68
400.33
+07.81
400.43
+04.07
400.52
+02.67
FL
DETAIL 1
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'
C4-11MATCH LINE STA 1082+75 - SEE SHEET C4-10(MALL ENTRANCE)R/W
R/W
R/W
R/W
ARTURO VIVAR
C70076
PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT
FOR DRIVEWAY DETAILS SEE C4-20.
2.
3.
4.
NOTES:
1.FOR LEGEND SEE SHEET C4-1.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
5.
EXCAVATED ADL-CONTAMINATED SOIL TO BE REMOVED FROM SITE.
THROUGH C4-19.
FOR INTERSECTION AND CURB RAMP DETAILS SEE C4-12
6.
247
403.32
13.00' +58.20
404.28
9.00' +58.20
R=2'
ASPH ASPHASPH
3 4
SAWCUT
Exist C&G
Exist C&G
(403.15)56.58' +50(402.81)56.65' +00(402.90)56.58' +25(402.72)56.71' +75(402.64)56.76' +50(402.55)56.79' +25(402.49)56.80' +00(402.42)56.80' +75(403.01)59.80' +61.10(402.77)15.00' +00(402.80)15.00' +25(402.90)15.00' +50(403.01)15.00' +75(403.10)15.00' +00(403.19)15.00' +25(403.27)15.00' +50402.8113.00' +00402.8413.00' +25402.9413.00' +50403.0513.00' +75403.1413.00' +00403.2313.00' +25403.3113.00' +50403.749.00' +75403.809.00' +00403.879.00' +25403.969.00' +50404.049.00' +75404.139.00' +00404.219.00' +25404.269.00' +50(402.72)
15.00' +75
402.7613.00' +75CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:38 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=10'
C4-12MOHAWK StCONSTRUCTION DETAILS
MOHAWK St INTERSECTION
SAWCUT
FL
EP
(395.26)
95.31' +62.94
93.30' +56.83
Exist C&G
(395.49)
67.16' +62.99
4'
4'R=1'
4'4.5%3.
5
%EP
FL6.75'
394.50
71.00' +74.80 BCR
395.30
77.16' +78.14
394.51
À/4
394.39
3À/4
394.85
106.86' +08.55
(394.40)
111.07' +18.80
(395.24)
65.98' +18.90
395.32
100.97' +37.06
395.70
72.11' +65.97
(395.78)
36.50' +74.99
(396.18)
36.50' +48.96
(396.24)
58.50' +26.91
(395.44)
67.14' +50.21
(395.10)
95.29' +50.15
+54.33
93.30'
1 40.00'900 40.06'62.90
2 40.00'895 39.94'62.77'
1
2
6'No.#R
CURVE DATA
T L
R/W
SAWCUT
SAWCUT
IN-KIND
CURB & GUTTER
• CURB RAMP CASE A
MEDIAN
MEDIAN
GRADING LIMIT
BACK OF SW
GRADING LIMIT
BACK OF SW
R/W
TCE TCE
394.48
À/2 SAWCUT
ARTURO VIVAR
C70076
1038 1039 1040
BOUNDRY LINEBOUNDRY LINE1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-1.
SAWCUT
395.05
48.94' +75.00
395.03
48.96' +01.93
1.88%395.24
3À/4
395.49
À/2
395.71
À/4
395.19
65.00' +70.82 ECR
78.13' +97.50
• CURB RAMP CASE A
89.14' +08.33
95.30' +56.82
CONFORM
(395.03)
95.30' +54.32
CONFORM
(395.18)
111.06' +14.80 ECR
CONFORM
(394.21)
• CURB RAMP CASE A
81.21' +38.66
CONFORM
(395.69)
104.94' +30.82 BCR
FL
FL FL
R/WR/W395.56
395.63
394.50
394.49
394.46
394.43
(395.88)
104.93' +26.82
248
R=2'
(396.28)
5.07' +47.45
(396.20)
23.00' +47.71
R=2'
ASPH
ASPH
ASPHMOHAWK STCITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:39 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'
C4-13MOHAWK StCONSTRUCTION DETAILS
MOHAWK St INTERSECTION329
394.81
+00.00
394.94
+25.00
395.66
+25.00
395.64
+00.00
395.62
+75.00
395.54
+50.00
395.41
+25.00
395.29
+00.00
396.06
+25.00
395.98
+00.00
395.90
+75.00
395.92
+25.00
395.96
+00.00
395.89
+50.00
396.07
+50.00
396.02
+25.00
395.96
+00.00
395.90
+75.00
395.71
+25.00
395.47
+50.00
395.32
+25.00
395.16
+00.00
395.01
+75.00
395.00
+25.00
395.03
+00.00
394.98
+50.00
395.58
+25.00
395.54
+00.00
395.50
+75.00
395.27
+50.00
394.95
+25.00
395.54
+00.00
395.32
+75.00
394.29
+25.00
395.67
+50.00
395.18
+25.00
395.18
+00.00
395.17
+75.00
395.08
+50.00
395.07
+75.00
395.60
+00.00
395.55
+75.00
396.11
+75.00
396.05
+75.00
395.17
+75.00
395.33
+75.00
394.67
+75.00
396.15
+50.00
395.11
+54.32
395.64
+95.88
394.34
+99.83
394.51
+10.67
394.58
+41.26 395.61
+31.76
395.80
+04.71
396.50
+94.97
396.13
+75.00
396.21
+75.00
396.48
+58.96
396.20
+58.96
396.56
+75.00
395.63
+75.00
396.22
+75.00
395.72
+75.00
394.64
+59.00
395.22
+75.00
111.06' +14.80 ECR
394.20
71.00' +74.80 BCR
394.49
69.82' +68.76 BCR
394.13
77.00' +60.78 ECR
394.524
395.81
+50.00
395.27
+50.00
25' Typ
25' TypTCE
TCE
TCE
TCE
ARTURO VIVAR
C70076
394.55
+75.00
395.20
+50.00
394.63
+50.00
394.79
+25.00
394.83
+00.00
394.87
+75.00
394.90
+50.00
394.91
+25.00
394.91
+00.00
394.39
+75.00
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
FL
FL
FL
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-1.
BACK OF SW
GRADING LIMIT
BACK OF SW
GRADING LIMIT
BACK OF SW
GRADING LIMIT
EP
EP
EP
EP
249
ASPH
ASPHASPH
ASPHMOHAWK ST1040789
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:39 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKR/WR/WR/WR/WR/W
R/W
R/W
R/W REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MOHAWK StCONSTRUCTION DETAILS
MOHAWK St INTERSECTION329
394.77
+00.00
394.87
+25.00
395.66
+25.00
395.64
+00.00
395.62
+75.00
395.54
+50.00
395.41
+25.00
396.06
+25.00
395.98
+00.00
395.95
+75.00
395.92
+25.00
395.93
+50.00
396.25
+50.00
396.20
+25.00
395.96
+00.00
395.90
+75.00
395.82
+25.00
395.90
+50.00
395.85
+00.00
395.70
+75.00
395.40
+25.00
395.28
+00.00
395.55
+50.00
395.95
+25.00
395.84
+00.00
395.60
+75.00
395.35
+50.00
395.00
+25.00
395.80
+00.00
395.40
+75.00
394.70
+25.00
395.67
+50.00
395.18
+25.00
395.18
+00.00
395.21
+75.00
395.78
+00.00
395.75
+75.00
396.05
+75.00
395.17
+75.00
395.33
+75.00
394.67
+75.00
396.15
+50.00
394.70
+99.83
395.90
+04.71
396.20
+75.00
396.25
+75.00
396.48
+58.96
396.20
+58.96
396.52
+75.00
395.80
+75.00
396.22
+75.00
395.72
+75.00
395.22
+75.004
395.88
+50.00
395.08
+50.00
25' Typ
25' TypTCE
TCE
TCE
TCE
ARTURO VIVAR
C70076
394.75
+75.00
395.20
+50.00
394.55
+50.00
394.50
+25.00
394.90
+00.00
395.05
+75.00
394.93
+50.00
394.63
+25.00
394.43
+00.00
394.29
+75.00
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
FL
FL
FL
FL
FL
FL
FL
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-1.
BACK OF SW
GRADING LIMIT
BACK OF SW
GRADING LIMIT
BACK OF SW
GRADING LIMIT
EP
EP
EP
EP
249r
8'11'05/05/16
REVISED SHEET
394.33 EP
67.82' +68.76
AC CONFORM OVERLAY
CONFORM
395.08
+75.00
395.98
+50.00
395.45 EP
59'+75.00
395.89 EP
105'+28.82
396.00
+25.00
CONFORM
AC CONFORM OVERLAY111.00' +16.80
394.40 EP
(395.11)
+54.32
69.00' +75.00
394.70 EP
(395.20)
+58.32 10'CROWN LINE
10/19/16
RFI # 415
2
1
2
(395.99)
+75.00 396.21
+00.00
396.27
+83.03
395.64
+84.69
(396.11)
+75.00
396.24
+00.00
7.5'
5'
+75.00
+00.00
+05.00
+05.00
+05.00
+83.03
+00.00
RFI # 524.1
1
ASPH
ASPHASPH
ASPHMOHAWK ST1040789
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:40 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150 R/WR/WR/WR/WR/W
R/W
R/W
R/W
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-13REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
3 841
R/W
R/W
R/WR/WC4-14
SCALE: 1"=10'
CONSTRUCTION DETAILS
PARKER Ln INTERSECTION
396.33
396.41
À/4
396.60
À/2
396.76
3À/4
396.90
GRADING LIMIT
FL EP
SAWCUT
397.36
396.76
3
396.66 396.81EP
1
FL
0.4%
1.3%
SAWCUT/CONFORM
396.842%396.54
Exist EP
Exist EP
396.44
396.60
3'3'396.46
396.63
396.72
À/2
396.91
À/4
4
3À/4
396.53
397.61
397.05
396.45
FLEP2%4
50.00'73.54'
35.00'885 54.35'
GRADING LIMIT
45.24'
34.38'
97.34' +54.08
PARKER LnNo.#R
CURVE DATA
T L
6.75'6
.75'
MEDIAN
65.00' +71.67 BCR
71.75' +71.67
110.69' +14.70
110.01' +21.42 ECR
145.25' +29.97
97.34' +56.08 BCR
97.34' +62.83
68.96' +92.15
62.20' +90.30 ECR
97.29' +28.97
60.03' +55.27
60.94' +16.80
145.05' +28.96
BACK OF SW
TCE
TCE
CROSS GUTTER PER COUNTY Std No. R-62
ARTURO VIVAR
C70076
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-3.
FL
FL
397.38
21.54' +99.96
36.50' +99.93
(397.08)
• CURB RAMP CASE C
77.92' +05.21
(396.77)
396.57
76.61' +03.70
(397.18)
• CURB RAMP CASE C
77.78' +66.01
(397.01)
397.74
74.25' +64.65
396.69
71.38' +67.44
396.63
79.29' +06.67
EP
FL
250
ASPHPARKER LN1046 1047
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:41 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
3 841
R/W
R/W
R/WR/WSCALE: 1"=10'
CONSTRUCTION DETAILS
PARKER Ln INTERSECTION
396.33
396.41
À/4
396.60
À/2
396.76
3À/4
396.90
GRADING LIMIT
FL EP
SAWCUT
397.36
396.76
3
396.66 396.81EP
1
FL
0.4%
1.3%
SAWCUT/CONFORM2%396.54
Exist EP
Exist EP
396.44
396.60
3'3'396.46
396.63
396.72
À/2
396.91
À/4
4
3À/4
396.53
397.61
397.05
396.45
FLEP2%4
50.00'73.54'
35.00'885 54.35'
GRADING LIMIT
45.24'
34.38'
97.34' +54.08
PARKER LnNo.#R
CURVE DATA
T L
6.75'6
.75'
MEDIAN
65.00' +71.67 BCR
71.75' +71.67
110.69' +14.70
110.01' +21.42 ECR
145.25' +29.97
97.34' +56.08 BCR
97.34' +62.83
68.96' +92.15
62.20' +90.30 ECR
60.03' +55.27
60.94' +16.80
145.05' +28.96
BACK OF SW
TCE
TCE
CROSS GUTTER PER COUNTY Std No. R-62
ARTURO VIVAR
C70076
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-3.
FL
FL
397.38
21.54' +99.96
36.50' +99.93
(397.08)
• CURB RAMP CASE C
77.92' +05.21
(396.77)
396.57
76.61' +03.70
(397.18)
• CURB RAMP CASE C
77.78' +66.01
(397.01)
397.74
74.25' +64.65
396.69
71.38' +67.44
396.63
79.29' +06.67
EP
FL
250r
1 XX/XX/16 RFI # 183
REVISED SHEETASPHPARKER LN1046 1047
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:42 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-14REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
SEGMENT 4
C4-15SCALE: 1"=10'
CONSTRUCTION DETAILS
RAILROAD CROSSING
GRADING LIMIT
R/W
R/W
"ROS" LINE
0.5%0.6%
0.2%
EP
FL+59.0305.79'+37.0306.26'GRADING LIMIT
+25.0006.53'+00.0004.86'397.32+00.0053.88'+25.0053.32'397.06+50.0052.76'397.45397.83+38.0155.25'+58.0154.81'397.83397.47+75.0054.43'FL
EP
FL
FL
FL
397.83397.70+00.0007.09'+50.0008.20'+75.0007.64'397.68+50.0001.07'398.26FL EP
FL
EP
397.32+75.0056.65'397.21+50.0057.21'+00.0056.10'397.63+25.0055.54'+38.0153.25'397.83397.74397.73397.74397.73+75.0005.42'+25.0003.14'397.83+58.0152.81'397.64397.67397.70397.71397.71397.70397.68397.77+50.0060.00'396.58+75.0060.00'397.01+00.0060.00'397.31+75.0060.00'397.37+00.0060.00'397.18+25.0060.00'397.05+50.0060.00'396.75+24.0578.10'397.67BACK OF SW
BACK OF SW
397.62+58.1260.00'397.620.1%0.1%0.25%0.1%0.1%
10'10'0.4%0.3%(Typ)
R=0.5'0.1%0.4%
0.8%0.5%
R/W
(397.62)RR R/W6.75'6.75'60.00'397.62R/W 1%0.5%0.2%0.2%0.4%0.6%0.2%0.5%1%1%
0.1%+75.00+00.00+25.00+50.000.4%0.8%1.2%+59.03+37.03+25.00+00.00+75.00+50.000.2%0.1%0.1%0.1%0.1%
0.1%
0.2%0.2%0.5%
1.5%11'11'Var60'(397.83)+48.0155.03'TORR/WTCERR R/WTCE
TCE
TCE
RR R/WRR R/W1.2%
2.1%397.17C70076
ARTURO VIVAR
2.0%1.2%
TCE
TCE
CALTRANS B1-6 CURB
CALTRANS B1-6 CURB
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-4.
CALTRANS B2-6 CURB
CALTRANS B2-6 CURB
B2-6 CURB B2-6 CURB
LIMIT
GRADING
ROADWAY EASEMENT
ROADWAY EASEMENT +48.12TOR 60.00'397.65397.61397.71397.93+60.00SEE SHEET C4-31397.870.36%+98.8666.75'397.89TRANSITIONBeg CURB397.36+15.00'+38.2260.00'+10.2178.10'398.08+24.0560.00'TRANSITIONEND CURB397.401.45%+58.2278.10'397.71+38.2279.10'397.71+71.7578.10'398.18+83.1166.75'397.88397.60+40.00397.64+40.008.42'397.72+90.005.09'251
RAIL CL+58.1258.00'10'10'1'1'ASPH
ASPH
1051 1052
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:42 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
GRADING LIMIT
R/W
R/W
"ROS" LINE
0.5%
EP
FL+59.035.79'+37.036.26'GRADING LIMIT
+25.006.53'+00.004.86'397.58+00.0053.88'+25.0053.32'397.37+50.0052.76'397.59397.83+38.0155.25'+58.0154.81'397.83397.70+75.0054.43'FL
EP
FL
FL
FL
398.36397.81+00.007.09'+50.008.20'+75.007.64'397.79+50.001.07'398.61FL EP
FL
EP
397.44+75.0056.65'397.29+50.0057.21'+00.0056.10'397.63+25.0055.54'+38.0153.25'397.83397.83397.82397.83397.90+75.005.42'+25.003.14'397.83+58.0152.81'397.64397.67397.70397.70397.70397.70397.74397.77+50.0060.00'+75.0060.00'397.01+00.0060.00'397.31+75.0060.00'397.37+00.0060.00'397.18+25.0060.00'397.05+50.0060.00'396.75+24.0578.10'397.67BACK OF SW
BACK OF SW
397.62+58.1260.00'397.620.1%0.1%
10'10'0.3%0.3%(Typ)
R=0.5'0.2%0.1%
0.8%0.5%
R/W
(397.62)RR R/W6.75'6.75'60.00'397.62R/W 1%0.5%0.2%0.5%1%+75.00+00.00+25.00+50.000.4%0.8%1.2%+59.03+37.03+25.00+00.00+75.00+50.000.2%0.1%0.1%0.1%0.1%
0.1%
0.6%
0.5%
1.5%11'11'Var60'(397.83)+48.0155.03'TORTCERR R/WTCE
TCE
TCE
RR R/WRR R/W1.2%397.45C70076
ARTURO VIVAR
1.2%
TCE
TCE
CALTRANS B1-6 CURB
CALTRANS B1-6 CURB
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-4.
CALTRANS B2-6 CURB
CALTRANS B2-6 CURB
B2-6 CURB B2-6 CURB
LIMIT
GRADING
ROADWAY EASEMENT
ROADWAY EASEMENT +48.12TOR 60.00'397.77397.61398.11SEE SHEET C4-31397.870.33%+98.8666.75'397.89TRANSITIONBeg CURB397.36+15.00'+38.2260.00'+10.2178.10'398.08+24.0560.00'TRANSITIONEND CURB397.401.45%+58.2278.10'397.71+38.2279.10'397.71+71.7578.10'398.18+83.1166.75'397.88398.00+90.005.09'251r
RAIL CL+58.1258.00'10'10'1'1'1 04/10/15 FTM #6 - RAILROAD CROSSING FENCE & DRIVEWAY REVISIONS396.960.2%
04/16/15 RFI #17 REVISIONS2
2
2
RAILROAD CROSSING
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1" = 10'
397.90
+75.00
48.00'397.92
+92.53
43.04'
397.93
+00.00
42.88'
397.98
+25.00
42.32'
397.99
+50.00
41.76'2%1%4%5%11'ShldGRADE BREAK AT ETW397.75+25.008.75'397.73+00.009.31'397.81
+00.00
45.10'
397.74
+75.00
45.65'
397.64
+50.00
46.21'
397.53
+25.00
46.76'
397.52
+00.00
47.32'0.13%1%2%3%397.14+25.0057.76'397.09+00.0058.32'GRADE BREAK AT ETW
3
33
311'Shld02/08/163 VECP PAVEMENT REVISIONS (RFI #327)
REVISED SHEET0.3%0.55%0.2%
0.2%
3 +99.1960.00'397.19+30.1960.00'396.99STA 1052+14.69DRIVEWAY CLASPH
ASPH
1051 1052
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:43 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-15REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
RAILROAD CROSSING
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1" = 10'C4-1610'10'14.47'50'
25'
(BY OTHERS)
REMOVE ABANDONED HEADWALL
CHAIN LINK GATE (14')
(BY OTHERS)
REMOVE ABANDONED HEADWALL
CHAIN LINK GATE (14')
CHAIN LINK GATE (14')
CHAIN LINK GATE (14')
4.5'4.5'
4.5'4.5'5'Min3'6'6'
6'
12" WHITE LINES
HMA (TYPE A)
HMA RAMP
79.96' Rt "ROS" +73.57
END GATE
Beg FENCE (TYPE CL-4)
79.42' Rt "ROS" +97.92
END FENCE (TYPE CL-4)
80.27' Rt "ROS" +59.57
Beg GATE
END FENCE (TYPE CL-4)
71.88' Rt "ROS" +60.63
Beg FENCE (TYPE CL-4)
69.00' Rt "ROS" +38.09
END FENCE (TYPE CL-4)
RELOCATE SIGNAL HOUSE AND METER
FROM TO
80.54' Rt "ROS" +25.53
FENCE ANGLE PT
80.60' Rt "ROS" +22.65
END GATE
Beg FENCE (TYPE CL-4)
80.91' Rt "ROS" +08.65
Beg GATE
END FENCE (TYPE CL-4)
81.17' Rt "ROS" +96.96
Beg FENCE (TYPE CL-4)
R8-8
(BY OTHERS)
RELOCATE SIGNALSFROM TOFROMTO3'2'
2'
9.00' Lt "ROS" +04.99
4.97' Rt "ROS" +05.15
ASSEMBLY (BY OTHERS)
RELOCATE CANTILEVER
T OFROM(BY OTHERS)
CONCRETE PANELS
HMA RAMP
85.00' Lt "ROS" +97.60
66.75' Lt "ROS" +97.58
66.75' Lt "ROS" +98.87
END FENCE (TYPE CL-4)
SW ANGLE Pt
85.00' Lt "ROS" +96.87
END GATE
Beg FENCE (TYPE CL-4)
FENCE ANGLE Pt
85.00' Lt "ROS" +82.87
Beg GATE
END FENCE (TYPE CL-4)
6.75'6'(BY OTHERS)
RELOCATE SIGNALS
F
ROMFROMTOTO
ASSEMBLY (BY OTHERS)
RELOCATE CANTILEVER
TO
FROM78.10' Lt "ROS" +71.75
SW ANGLE Pt
6'
R8-8
R15-8
78.60' Lt "ROS" +82.87 72.00' Lt "ROS" +69.23
78.10' Lt "ROS" +58.22
TUBULAR RAILING ANGLE Pt
72.00' Lt "ROS" +67.49
Beg TUBULAR RAILING
61.50' Lt "ROS" +79.73
END TUBULAR RAILING
STEEL TUBULAR RAILING
STEEL TUBULAR RAILING
0.5'
DRIVEWAY CL
STA 1051+65.50
STA 1051+30.04
85.00' Lt "ROS" +36.15
END GATE
Beg GATE
END FENCE (TYPE CL-4)
85.00' Lt "ROS" +22.15
78.10' Lt "ROS" +10.21
SW ANGLE Pt
66.75' Lt "ROS" +98.86
SW ANGLE Pt
67.25' Lt "ROS" +98.65
Beg FENCE (TYPE CL-4)
FENCE (TYPE CL-4)
6'
HMA (TYPE A)
72.00' Lt "ROS" +20.55
END TUBULAR RAILING
72.00' Lt "ROS" +17.69
TUBULAR RAILING ANGLE Pt
62.00' Lt "ROS" +07.70
TUBULAR RAILING ANGLE Pt
62.00' Lt "ROS" +02.70
TUBULAR RAILING ANGLE Pt
R15-8
ACCESS SL
3.04' Rt "ROS" +92.12
9.00' Lt "ROS" +91.99 R/WR/WRR R/W
RR R/W
RR R/W
RR R/W
R/WR/WROSEDALE HwyR8-8
R8-8
RAILROAD CROSSING
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1" = 10'C4-16
252
ARTURO VIVAR
C70076
Beg 10" CURB
END 10" CURB
0.5'R
0.
5'RBeg 10" CURB
END 10" CURB2'2'2'
2'
4"5"
9"4"6"#4 LONG REBAR
MORTAR.
1:1 P.C. AND SAND
INTERVALS, SET IN
LONG,SPACED AT 4"
#4 REBAR, 8.0"
(SEE DETAIL A)
10" CURB
(SEE DETAIL A)
10" CURB
DETAIL A
CITY TYPE M-1 CURB (Mod)
4" HMA (TYPE A)10"‚"FL
FL
6'R7'R(TYP)
(TYP)
6.75'
AT 48" O.C.
2" DRILLED HOLES
SLOPE
STRIP (TYP)
3' WIDE DETECTABLE WARNING
10'10'18'12'18.5'25'1.5'12.1'
85.00' Lt "ROS" +37.48
END FENCE
Beg FENCE (TYPE CL-4)
Beg SW
0.5'
FENCE ANGLE Pt
6'ASPH10511052CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:44 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
10'10'50'
25'
(BY OTHERS)
REMOVE ABANDONED HEADWALL
CHAIN LINK GATE (14')
(BY OTHERS)
REMOVE ABANDONED HEADWALL
CHAIN LINK GATE (14')
CHAIN LINK GATE (14')
CHAIN LINK GATE (14')
4.5'
4.5'4.5'5'Min3'6'6'
6'
12" WHITE LINES
HMA (TYPE A)
HMA RAMP
79.96' Rt "ROS" +73.57
END GATE
Beg FENCE (TYPE CL-4)
79.42' Rt "ROS" +97.92
END FENCE (TYPE CL-4)
80.27' Rt "ROS" +59.57
Beg GATE
END FENCE (TYPE CL-4)
71.88' Rt "ROS" +60.63
Beg FENCE (TYPE CL-4)
69.00' Rt "ROS" +38.09
END FENCE (TYPE CL-4)
RELOCATE SIGNAL HOUSE AND METER
FROM TO
80.54' Rt "ROS" +25.53
FENCE ANGLE PT
80.60' Rt "ROS" +22.65
END GATE
Beg FENCE (TYPE CL-4)
80.91' Rt "ROS" +08.65
Beg GATE
END FENCE (TYPE CL-4)
81.17' Rt "ROS" +96.96
Beg FENCE (TYPE CL-4)
R8-8
(BY OTHERS)
RELOCATE SIGNALSFROM TOFROMTO3'2'
2'
9.00' Lt "ROS" +04.99
4.97' Rt "ROS" +05.15
ASSEMBLY (BY OTHERS)
RELOCATE CANTILEVER
T OFROM(BY OTHERS)
CONCRETE PANELS
HMA RAMP
85.00' Lt "ROS" +97.60
66.75' Lt "ROS" +97.58
66.75' Lt "ROS" +98.87
END FENCE (TYPE CL-4)
SW ANGLE Pt
85.00' Lt "ROS" +96.87
END GATE
Beg FENCE (TYPE CL-4)
FENCE ANGLE Pt
85.00' Lt "ROS" +82.87
Beg GATE
END FENCE (TYPE CL-4)
6.75'6'(BY OTHERS)
RELOCATE SIGNALS
F
ROMFROMTOTO
ASSEMBLY (BY OTHERS)
RELOCATE CANTILEVER
TO
FROM78.10' Lt "ROS" +71.75
SW ANGLE Pt
6'
R8-8
R15-8
78.60' Lt "ROS" +82.87 72.00' Lt "ROS" +69.23
78.10' Lt "ROS" +58.22
TUBULAR RAILING ANGLE Pt
72.00' Lt "ROS" +67.49
Beg TUBULAR RAILING
61.50' Lt "ROS" +79.73
END TUBULAR RAILING
STEEL TUBULAR RAILING
STEEL TUBULAR RAILING
DRIVEWAY CL
STA 1051+65.50
STA 1051+30.04
85.00' Lt "ROS" +36.15
END GATE
Beg GATE
END FENCE (TYPE CL-4)
85.00' Lt "ROS" +22.15
78.10' Lt "ROS" +10.21
SW ANGLE Pt
66.75' Lt "ROS" +98.86
SW ANGLE Pt
67.25' Lt "ROS" +98.65
Beg FENCE (TYPE CL-4)
FENCE (TYPE CL-4)
6'
HMA (TYPE A)
72.00' Lt "ROS" +20.55
END TUBULAR RAILING
72.00' Lt "ROS" +17.69
TUBULAR RAILING ANGLE Pt
62.00' Lt "ROS" +07.70
TUBULAR RAILING ANGLE Pt
62.00' Lt "ROS" +02.70
TUBULAR RAILING ANGLE Pt
R15-8
ACCESS SL
3.04' Rt "ROS" +92.12
9.00' Lt "ROS" +91.99 R/WR/WRR R/W
RR R/W
RR R/W
RR R/W
R/WR/WROSEDALE HwyR8-8
R8-8
252r
ARTURO VIVAR
C70076
Beg 10" CURB
END 10" CURB
0.5'R
0.
5'RBeg 10" CURB
END 10" CURB2'2'2'
2'
4"5"
9"4"6"#4 LONG REBAR
MORTAR.
1:1 P.C. AND SAND
INTERVALS, SET IN
LONG,SPACED AT 4"
#4 REBAR, 8.0"
(SEE DETAIL A)
10" CURB
(SEE DETAIL A)
10" CURB
DETAIL A
CITY TYPE M-1 CURB (Mod)
4" HMA (TYPE A)10"‚"FL
FL
6'R7'R(TYP)
(TYP)
6.75'
AT 48" O.C.
2" DRILLED HOLES
SLOPE
STRIP (TYP)
3' WIDE DETECTABLE WARNING
10'10'18'12'18.5'25'1.5'12.1'
85.00' Lt "ROS" +37.48
END FENCE
Beg FENCE (TYPE CL-4)
Beg SW
0.5'
FENCE ANGLE Pt
6'1 04/10/15 FTM #3 - RAILROAD CROSSING FENCE & DRIVEWAY REVISIONS14.50'2
2 09/17/15 RFI #199 REVISIONS
CONSTRUCTION DETAILS
RAILROAD CROSSING
SEGMENT 4
SCALE: 1" = 10'
4.5'
REVISED SHEETASPH10511052
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:45 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-16REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
5 900
SCALE: 1"=10'
CONSTRUCTION DETAILS
LANDCO Rd INTERSECTION
C4-17
399.00
3À/4
399.08
À/2
399.12
À/4
CONFORM
(399.16)
Exist C&G
GRADING LIMIT
5
CONFORM
(399.42)
399.29
À/4
399.40
À/2
399.51
3À/4
GRADING LIMIT
6
0.8
%SAWCUT2'Exist C&G
35.00'54.99'
6 35.00'895 54.97'
35.01'
34.99'
SAWCUT
FLEP
EPFL
No.#R
CURVE DATA
T L
LANDCO RdR/WR/WR/W R/W
SAWCUT
SAWCUT6.75'6.75'MEDIAN
MEDIAN
399.83
91.99' +40.66
400.06
63.75' +68.91
399.58
57.00' +68.91 ECR
399.23
92.00' +33.91 BCR
92.00' +29.91
(399.56)
55.32' +35.85
(399.66)
40.64' +68.45
398.96
92.01' +43.97 ECR
92.01' +47.97
399.51
92.01' +38.56
399.18
63.75' +10.31
399.15
57.00' +08.97 BCR
• CURB RAMP CASE A
BACK OF SW BACK OF SW
TCE
C70076
ARTURO VIVAR
SAWCUT FL
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-5.
62.83' +28.31
61.73' +26.54
399.13
60.74' +24.70
399.11
74.69' +39.39
• CURB RAMP CASE A
0.43%
72.91' +38.30
399.03
399.01
76.53' +40.36
47.85' +34.54
(399.14)
FL
SAWCUT SAWCUT
71.38' +40.63
• CURB RAMP CASE C
399.37
69.41' +42.18
399.33
73.45' +39.23
253
R=2'
(400.43)
1.93' +21.66
(400.41)
1.93' +34.54
0 X-XX-XX CONFORMED
(400.81)
2.98' +43.71
(400.94)
8.83' +43.88
R=2'
TCE
(400.04)
7.00' +21.66
(400.19)
11.00' +21.66 ASPHLANDCO RD1057 1058
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:45 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
5 900
SCALE: 1"=10'
CONSTRUCTION DETAILS
LANDCO Rd INTERSECTION
399.00
3À/4
399.08
À/2
399.12
À/4
CONFORM
(399.16)
Exist C&G
GRADING LIMIT
5
CONFORM
(399.42)
399.29
À/4
399.40
À/2
399.51
3À/4
GRADING LIMIT
6
0.8
%SAWCUT2'Exist C&G
35.00'54.99'
6 35.00'895 54.97'
35.01'
34.99'
SAWCUT
FLEP
EPFL
No.#R
CURVE DATA
T L
LANDCO RdR/WR/WR/W R/W
SAWCUT
SAWCUT6.75'6.75'MEDIAN
MEDIAN
399.83
91.99' +40.66
400.06
63.75' +68.91
399.58
57.00' +68.91 ECR
399.23
92.00' +33.91 BCR
92.00' +29.91
(399.56)
55.32' +35.85
(399.66)
40.64' +68.45
398.96
92.01' +43.97 ECR
92.01' +47.97
399.51
92.01' +38.56
399.18
63.75' +10.31
399.15
57.00' +08.97 BCR
• CURB RAMP CASE A
BACK OF SW BACK OF SW
TCE
C70076
ARTURO VIVAR
SAWCUT FL
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-5.
62.83' +28.31
61.73' +26.54
399.13
60.74' +24.70
399.11
74.69' +39.39
• CURB RAMP CASE A
0.43%
72.91' +38.30
399.03
399.01
76.53' +40.36
47.85' +34.54
(399.14)
FL
SAWCUT SAWCUT
71.38' +40.63
• CURB RAMP CASE C
399.37
69.41' +42.18
399.33
73.45' +39.23
253r
R=2'
(400.43)
1.93' +21.66
(400.41)
1.93' +34.54
1 04/20/16
(400.81)
2.98' +43.71
(400.94)
8.83' +43.88
R=2'
TCE
(400.04)
7.00' +21.66
(400.19)
11.00' +21.66
RFI #407 REVISIONS
401.04
1
REVISED SHEETASPHLANDCO RD1057 1058
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:46 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-17REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
7 900
SCALE: 1"=10'
CONSTRUCTION DETAILS
FAIRHAVEN Dr INTERSECTION
C4-18
398.56
À/4
398.39
À/2
398.24
3À/4
GRADING LIMIT1.0%
7
SAWCUT
399.27+50.00(399.21)399.30+50.002'5'7'2'1.7%R=1'(399.12)399.18+25.00(399.20)399.25+00.00(399.21)(399.26)399.30+25.00399.76+24.90399.38+24.90399.85+50.00399.50+50.00R=1'399.32+25.103'4'3'2'1%11'399.90+75.00399.45+75.008
399.95+00.00400.00+25.006'9'2'2'35.00'54.98'
8 37460.00'39.56'
R/W
R/W R/WR/W35.00'
20.53'0.5%No.#R
CURVE DATA
T L
EPFL
SAWCUTFL
SAWCUT
FL 6.75'CONFORM
(398.62)
(398.69)
87.00' +04.61
399.22
87.00' +15.36
398.84
59.75' +43.61
(398.49)
55.40' +12.03
398.22
52.00' +43.61 ECR
(398.49)
40.52' +43.58
Exist C&G
TCE
SAWCUT
ARTURO VIVAR
C70076
1.
2.
RIGHT-OF-WAY RECORD MAPS AT COUNTY OF KERN OFFICE.
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, CONTACT
3.CROSS SLOPE IS 2% UNLESS OTHERWISE NOTED.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
FOR DETAILS NOT SHOWN SEE LAYOUT PLANS AND SHEET C4-8.
Exist C&GDrFAIRHAVEN
• CURB RAMP CASE C
64.46' +16.83
BACK OF SW
398.47
66.43' +15.29
398.40
62.61' +18.51
399.32+50.00(399.28)2.04' +20.07FL
SAWCUT
+50.0011.00'87.00' +08.61 BCR
399.75+24.91399.85+05.00399.90+05.00399.97399.95399.91399.86399.81399.80399.74399.91254
R=2'
PASPH
ASPH ASPH1071 1072
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:47 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy"ROS" LINESEGMENT 4
SCALE: 1"=10'
9 900
CONSTRUCTION DETAILS
GIBSON St INTERSECTION
C4-19
400.73
À/4
400.59
À/2
400.45
3À/4
400.62
3À/4
400.62
À/2
400.61
À/4
1%
9
11
13
400.82
À/4
400.74
À/2
400.63
3À/4
CONFORM
SAWCUT/
EP
10 150
11 613
35.00'
50.00'
35.00'54.98'
19.80'39.36'
29.80'53.75'
400.57
52.00' +99.21 BCR
SAWCUT
EP
FL
No.#R
CURVE DATA
T L
GIBSON St
GIBSON St
CONFORM
(400.62)
87.00' +34.21 ECR
406.84
58.75' +99.21
401.21
87.00' +27.46
CONFORM
(401.02)
CONFORM
(401.72)
58.96' +45.79 ECR
137.03' +69.83 BCR
137.07' +76.55
CONFORM
(400.54)
116.82' +30.88 ECR
401.16
116.82' +24.07
(400.79)
103.89' +69.22
(400.75)
116.82' +32.88
400.80
54.00' +80.82 BCR
401.25
60.75' +80.82
GRADING LIMIT
EP
FL
SAWCUT
MEDIAN
MEDIAN
SAWCUT
SAWCUT
Exist C&G
Exist C&G
GRADING LIMIT
12 125
13 89450.00'
17.08'34.01'
49.82'78.36'
10
12
CONFORM
(400.54)
CONFORM
(401.24)
400.52
58.96' +48.78
64.96' +48.77
150.00'
150.00'
62.74' +12.11 PCC
400.42
98.15' +75.21 PCC
400.81
FL 0.3%T C E
TCER/W R/WTCETCE
TCETCE400.75
+25.00
401.34
+25.00
400.70
+00.00
401.29
+00.00
400.89
+75.00
401.27
+75.00
400.92
+50.00
401.32
+50.00
401.29
+25.00
400.89
+25.00
400.67
+75.00
400.94
+75.00
400.83
+50.00
400.95
+50.00
401.26
+00.00
25' Typ 24.08'
C70076
ARTURO VIVAR
GRADING LIMIT
R/W
R/WR/W R/WR/WR/W
R/WR/W1.
2.
3.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
NOTED.
CROSS SLOPE IS 2% UNLESS OTHERWISE
PLANS AND SHEET C4-10.
FOR DETAILS NOT SHOWN SEE LAYOUT
53.99' +48.79
(400.70)
(400.81)
+48.78
(401.41)
+48.87
69.33' +96.44
CONFORM
(401.23)
137.00' +65.84
87.03' +40.21
(400.89)
• CURB RAMPS CASE C
55.53' +14.53
400.88
57.04' +40.42
401.02
40.89' +23.47
(401.57)
8.00' +12.72
FL
(401.86)
3.00' +12.69
(400.87)
86.83' +73.63
• CURB RAMP CASE C
81.06' +25.25
• CURB RAMP CASE C
63.20' +09.72
400.80
61.80' +07.64
400.78
64.69' +11.72
400.66
78.87' +24.05
400.64
83.31' +26.34
BACK OF SW
COUNTY OF KERN OFFICE.
MAPS ATRIGHT-OF-WAY RECORD
ACCURATE ACCESS DATA, CONTACT
FOR COMPLETE RIGHT-OF-WAY AND
• CURB RAMP CASE C
86.58' +80.02
• CURB RAMP CASE C
• CURB RAMPS CASE C
72.63' +31.13
(400.84)
93.56' +69.24
255
PLACE HMA
401.6 401.3 402.8 402.5 401.2 400.7 401.7 401.1 401.9 ASPHASPH401.5 ASPH
401.7 401.3 401.2 ASPH
GIBSON ST
U/C10781079CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:48 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy"ROS" LINE9 900
400.73
À/4
400.59
À/2
400.45
3À/4
400.62
3À/4
400.62
À/2
400.61
À/4
1%
9
11
13
400.82
À/4
400.74
À/2
400.63
3À/4
CONFORM
SAWCUT/
EP
10 150
11 613
35.00'
50.00'
35.00'54.98'
19.80'39.36'
29.80'53.75'
400.57
52.00' +99.21 BCR
SAWCUT
EP
FL
No.#R
CURVE DATA
T L
GIBSON St
GIBSON St
CONFORM
(400.62)
87.00' +34.21 ECR
406.84
58.75' +99.21
401.21
87.00' +27.46
CONFORM
(401.02)
CONFORM
(401.72)
58.96' +45.79 ECR
137.03' +69.83 BCR
137.07' +76.55
CONFORM
(400.54)
103.82' +30.82 ECR
401.16
103.84' +24.07
(400.79)
103.89' +69.22
(400.75)
103.81' +32.82
400.80
54.00' +80.82 BCR
401.25
60.75' +80.82
GRADING LIMIT
EP
FL
SAWCUT
MEDIAN
MEDIAN
SAWCUT
SAWCUT
Exist C&G
Exist C&G
GRADING LIMIT
12 125
13 89450.00'
17.08'34.01'
49.82'78.36'
10
12
CONFORM
(400.54)
CONFORM
(401.24)
400.52
58.96' +48.78
64.96' +48.77
150.00'
150.00'
62.74' +12.11 PCC
400.42
98.15' +75.21 PCC
400.81
FL 0.3%T C E
TCER/W R/WTCETCE
TCETCE400.75
+25.00
401.34
+25.00
400.70
+00.00
401.29
+00.00
400.89
+75.00
401.27
+75.00
400.92
+50.00
401.32
+50.00
401.29
+25.00
400.89
+25.00
400.67
+75.00
400.94
+75.00
400.83
+50.00
400.95
+50.00
401.26
+00.00
25' Typ 24.08'
C70076
ARTURO VIVAR
GRADING LIMIT
R/W
R/WR/W R/WR/WR/W
R/WR/W1.
2.
3.
4.
NOTES:
FOR LEGEND SEE SHEET C4-1.
NOTED.
CROSS SLOPE IS 2% UNLESS OTHERWISE
PLANS AND SHEET C4-10.
FOR DETAILS NOT SHOWN SEE LAYOUT
53.99' +48.79
(400.70)
(400.81)
+48.78
(401.41)
+48.87
69.33' +96.44
CONFORM
(401.23)
137.00' +65.84
87.03' +40.21
(400.89)
• CURB RAMPS CASE C
55.53' +14.53
400.88
57.04' +40.42
401.02
40.89' +23.47
(401.57)
8.00' +12.72
FL
(401.86)
3.00' +12.69
(400.87)
86.83' +73.63
• CURB RAMP CASE C
81.06' +25.25
• CURB RAMP CASE C
63.20' +09.72
400.80
61.80' +07.64
400.78
64.69' +11.72
400.66
78.87' +24.05
400.64
83.31' +26.34
BACK OF SW
COUNTY OF KERN OFFICE.
MAPS ATRIGHT-OF-WAY RECORD
ACCURATE ACCESS DATA, CONTACT
FOR COMPLETE RIGHT-OF-WAY AND
• CURB RAMP CASE C
86.58' +80.02
• CURB RAMP CASE C
• CURB RAMPS CASE C
72.63' +31.13
(400.84)
93.56' +69.24
255r
PLACE HMA
1 05/06/15 RFI #12 REVISIONS
CONSTRUCTION DETAILS
GIBSON St INTERSECTION
SEGMENT 4
SCALE: 1" = 10'
REVISED SHEET401.6 401.3 402.8 402.5 401.2 400.7 401.7 401.1 401.9 ASPHASPH401.5 ASPH
401.7 401.3 401.2 ASPH
GIBSON ST
U/C10781079CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:48 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
1
rC4-19REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
C4-20NO SCALE
SEGMENT 4
DRIVEWAY DETAIL
CONSTRUCTION DETAILSYCONFORM
EP
FL
E
C
A
A
A B
D
F
Max
10%
FL
Y OG
IN-KIND
GRADING
AC OR
AC OR DIRT DRIVEWAY
8.33%
NOTE:
R/W
R/W
GRADING LIMIT
*
*
ARTURO VIVAR
C70076
6.75' & VARIES6.75'CALTRANS DRIVEWAY TYPE "A" (Mod)
& Var
2%VNOT SHOWN.
FOR SPECIFICATIONS, MATERIALS, AND DETAILS
REFER TO CALTRANS STANDARD PLAN No. A87A
X X
1.5%
4'-2"1.5%256
STATION APN Lt/Rt TYPE
(FT)W
WIDTH
YDRIVEWA
(FT)Y
LENGTH
YDRIVEWA
(FT)1Y
THLENG
WAY
DRIVE
(FT)L
LENGTHON
RECONSTRUCTI
DRIVEWAY
(FT)X
LENGTH
FLARE
(FT)1X
LENGTH
FLARE
(FT)
LIP
WAY
DRIVE
(FT)V
WIDTH
SIDEWALK
Elev
A
POINT
Elev
B
POINT
Elev
C
POINT
Elev
D
POINT
Elev
E
POINT
Elev
F
POINT
1040+87.90 332-270-05 Rt ModA 45 4.83 4.83 5 5 5 0.04 4.17 395.58 395.52 396.10 396.05 396.17 396.12
1042+38.88 332-270-05 Rt ModC 24 7.25 0.04 4.75 395.71 395.66 395.96 395.91 396.35 396.35
1043+40.17 332-270-04 Rt ModA 18 4.83 4.83 5 5 5 0.04 4.17 395.87 395.83 396.39 396.36 396.45 396.43
1044+42.86 332-270-03 Rt ModA 18 4.83 4.83 5 5 5 0.04 4.17 396.10 396.03 396.61 396.57 396.68 396.63
1046+37.99 332-020-80 Lt ModA 41 5 5 40 3 3 0.04 4.17 396.11 396.56 396.68 397.07 396.75 397.14
1049+82.10 332-270-01 Rt ModA 30 5 5 3.5 5 5 0.04 397.10 397.01 397.63 397.56
1051+74.61 332-280-16 Rt ModA 12 5 5 20 5 5 0.04 397.41 397.71 397.98 398.14
1052+14.69 Lt ModA 21 5 5 5 3 3 0.04 5 397.19 396.99 397.71 397.55 397.79 397.64
1052+89.55 332-020-50 Lt ModA 26 5 5 15 3 3 0.04 5 396.79 396.87 397.34 397.40 397.42 397.49
1054+74.56 332-020-51 Lt ModA 38 5 5 10 3 3 0.04 5 397.52 397.81 398.08 398.33 398.16 398.41
1054+99.24 332-260-02 Rt ModA 35 5 5 10 5 5 0.04 398.62 398.35 399.13 398.92
1061+53.26 332-260-01 Rt ModA 20 5 5 5 3 3 0.04 4.17 400.18 400.24 400.73 400.77 400.80 400.84
1064+69.80 Rt ModA 20 5 5 10 3 3 0.04 4.17 399.33 399.45 399.89 399.98 399.95 400.05
1065+04.75 332-020-16 Lt ModA 27 5 5 5 3 3 0.04 4.17 398.86 398.72 399.39 399.27 399.46 399.34
1065+61.03 332-142-74 Lt ModA 27 5 5 5 3 3 0.04 4.17 398.62 398.47 399.15 399.03 399.22 399.09
1065+62.99 332-230-01 Rt ModA 20 5 5 10 3 3 0.04 4.17 398.91 399.01 399.46 399.54 399.53 399.61
1066+51.11 332-142-74 Lt ModA 25 5 5 5 3 3 0.04 4.17 398.21 398.12 398.74 398.67 398.81 398.74
1067+09.85 332-142-03 Lt ModA 25 5 5 5 3 3 0.04 4.17 398.05 397.93 398.58 398.48 398.69 398.60
1068+08.54 332-230-64
&332-230-63 Rt ModA 35 5 5 5 3 3 0.04 4.17 397.98 398.01 398.52 398.55 398.59 398.62
1068+33.60 332-142-03 Lt ModA 25 5 5 5 3 3 0.04 4.17 397.83 397.82 398.37 398.36 398.44
1069+41.10 332-230-64 Rt ModA 40 5 5 5 3 3 0.04 4.17 398.30 398.19 398.83 398.74 398.90 398.81
1070+19.30 332-230-05 Rt ModA 25 5 5 5 3 3 0.04 4.17 398.45 398.38 398.98 398.93 399.05 399.00
1072+01.28 332-230-06 Rt ModA 30 5 5 5 3 3 0.04 4.17 398.97 398.91 399.51 399.46 399.58 399.53
1072+61.63 332-230-60 Rt ModA 35 5 5 5 3 3 0.04 4.17 399.00 398.99 399.54 399.53 399.61 399.60
1074+82.39 332-230-09 Rt ModA 20 5 5 5 3 3 0.04 4.17 399.73 399.63 400.26 400.18 400.33 400.25
1075+20.07 332-141-72 Lt ModA 20 5 5 5 3 3 0.04 4.17 399.43 399.54 399.98 400.07 400.05 400.14
1075+94.33 332-230-10 Rt ModA 20 5 5 5 3 3 0.04 4.17 400.13 400.03 400.66 400.58 400.73 400.65
1076+04.89 332-141-73 Lt ModA 30 5 5 5 3 3 0.04 4.17 399.72 399.86 400.27 400.39 400.34 400.46
1077+11.82 332-230-41 Rt ModA 30 5 5 5 3 3 0.04 4.17 400.57 400.44 401.10 400.99 401.17 401.06
1078+71.11 332-152-04 Lt ModA 30 5 5 5 3 3 0.04 401.02 400.82 401.54 401.38
1079+35.80 332-152-04 Lt ModA 20 5 5 5 3 3 0.04 4.17 400.45 400.54 401.00 401.07 401.07 401.14
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:49 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
SIDEWALKBACK OF SIDEWALK
NO SCALESIDEWALKDwy APRON10%WL SIDEWALK
L
6" PCC
AC PAVEMENT
EP
10%
Var
GUTTER
2'
SECTION A-A
NO SCALE REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
YCONFORM
EP
FL
E
C
A
A
A B
D
F
Max
10%
FL
Y OG
IN-KIND
GRADING
AC OR
AC OR DIRT DRIVEWAY
8.33%
NOTE:
R/W
R/W
GRADING LIMIT
*
*
ARTURO VIVAR
C70076
6.75' & VARIES6.75'CALTRANS DRIVEWAY TYPE "A" (Mod)
& Var
2%VNOT SHOWN.
FOR SPECIFICATIONS, MATERIALS, AND DETAILS
REFER TO CALTRANS STANDARD PLAN No. A87A
X X
1.5%
4'-2"1.5%256r
04/10/151
FLYL
EP
A B
C
E
D
FB
B
CONFORM
COUNTY DRIVEWAY TYPE "C" (Mod)
3
2 08/05/15
3 09/17/15
RFI #128.1 REVISIONS
RFI #204 REVISIONS
DRIVEWAY DETAIL
SEGMENT 4
NO SCALE
CONSTRUCTION DETAILS
REVISED SHEET
4
4 02/08/16
STATION APN Lt/Rt TYPE
(FT)W
WIDTH
YDRIVEWA
(FT)Y
LENGTH
YDRIVEWA
(FT)1Y
THLENG
WAY
DRIVE
(FT)L
LENGTHON
RECONSTRUCTI
DRIVEWAY
(FT)X
LENGTH
FLARE
(FT)1X
LENGTH
FLARE
(FT)
LIP
WAY
DRIVE
(FT)V
WIDTH
SIDEWALK
Elev
A
POINT
Elev
B
POINT
Elev
C
POINT
Elev
D
POINT
Elev
E
POINT
Elev
F
POINT
1040+87.90 332-270-05 Rt ModA 45 4.83 4.83 5 5 5 0.04 4.17 395.58 395.52 396.10 396.05 396.17 396.12
1042+38.88 332-270-05 Rt ModC 24 7.25 0.04 4.75 395.71 395.66 395.96 395.91 396.35 396.35
1043+40.17 332-270-04 Rt ModA 18 4.83 4.83 5 5 5 0.04 4.17 395.87 395.83 396.39 396.36 396.45 396.43
1044+42.86 332-270-03 Rt ModA 18 4.83 4.83 5 5 5 0.04 4.17 396.10 396.03 396.61 396.57 396.68 396.63
1046+37.99 332-020-80 Lt ModA 41 5 5 40 3 3 0.04 4.17 396.11 396.56 396.68 397.07 396.75 397.14
1049+82.10 332-270-01 Rt ModA 30 5 5 3.5 5 5 0.04 397.10 397.01 397.63 397.56
1051+65.50 332-280-16 Rt ModA 12 5 5 20 5 1.5 0.04 397.70 397.83 398.25 398.36
1052+14.69 Lt ModA 21 5 5 5 3 3 0.04 5 397.19 396.99 397.71 397.55 397.79 397.64
1052+89.55 332-020-50 Lt ModA 26 5 5 15 3 3 0.04 5 396.79 396.87 397.34 397.40 397.42 397.49
1054+74.56 332-020-51 Lt ModA 38 5 5 10 3 3 0.04 5 397.52 397.81 398.08 398.33 398.16 398.41
1054+99.24 332-260-02 Rt ModA 35 5 5 10 5 5 0.04 398.62 398.35 399.13 398.92
1061+53.26 332-260-01 Rt ModA 20 5 5 5 3 3 0.04 4.17 400.18 400.24 400.73 400.77 400.80 400.84
1064+69.80 Rt ModA 20 5 5 10 3 3 0.04 4.17 399.33 399.45 399.89 399.98 399.95 400.05
1065+04.75 332-020-16 Lt ModA 27 5 5 5 3 3 0.04 4.17 398.86 398.72 399.39 399.27 399.46 399.34
1065+61.03 332-142-74 Lt ModA 27 5 5 5 3 3 0.04 4.17 398.62 398.47 399.15 399.03 399.22 399.09
1065+62.99 332-230-01 Rt ModA 20 5 5 10 3 3 0.04 4.17 398.91 399.01 399.46 399.54 399.53 399.61
1066+51.11 332-142-74 Lt ModA 25 5 5 5 3 3 0.04 4.17 398.21 398.12 398.74 398.67 398.81 398.74
1067+12.85 332-142-03 Lt ModA 31 5 5 5 3 3 0.04 4.17 398.05 397.91 398.58 398.46 398.69 398.58
1068+08.54 332-230-64
&332-230-63 Rt ModA 35 5 5 5 3 3 0.04 4.17 397.98 398.01 398.52 398.55 398.59 398.62
1068+21.04 332-142-03 Lt ModA 30 5 5 5 3 3 0.04 4.17 397.83 397.82 398.37 398.36 398.44
1069+41.10 332-230-64 Rt ModA 40 5 5 5 3 3 0.04 4.17 398.30 398.19 398.83 398.74 398.90 398.81
1070+19.30 332-230-05 Rt ModA 25 5 5 5 3 3 0.04 4.17 398.45 398.38 398.98 398.93 399.05 399.00
1072+01.28 332-230-06 Rt ModA 30 5 5 5 3 3 0.04 4.17 398.97 398.91 399.51 399.46 399.58 399.53
1072+61.63 332-230-60 Rt ModA 35 5 5 5 3 3 0.04 4.17 399.00 398.99 399.54 399.53 399.61 399.60
1074+82.39 332-230-09 Rt ModA 20 5 5 5 3 3 0.04 4.17 399.73 399.63 400.26 400.18 400.33 400.25
1075+20.07 332-141-72 Lt ModA 20 5 5 5 3 3 0.04 4.17 399.43 399.54 399.98 400.07 400.05 400.14
1075+94.33 332-230-10 Rt ModA 20 5 5 5 3 3 0.04 4.17 400.13 400.03 400.66 400.58 400.73 400.65
1076+04.89 332-141-73 Lt ModA 30 5 5 5 3 3 0.04 4.17 399.72 399.86 400.27 400.39 400.34 400.46
1077+11.82 332-230-41 Rt ModA 30 5 5 5 3 3 0.04 4.17 400.57 400.44 401.10 400.99 401.17 401.06
1078+71.11 332-152-04 Lt ModA 30 5 5 5 3 3 0.04 401.02 400.82 401.54 401.38
1079+35.80 332-152-04 Lt ModA 20 5 5 5 3 3 0.04 4.17 400.45 400.54 401.00 401.07 401.07 401.14
VCEP PAVEMENT REVISIONS (RFI #327)
5
2
5
07/22/155
Revision:Date:Description:
FTM #3 - RR CROSSING FENCE & DWY REVISIONS RFI #126.1 REVISIONS
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:50 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
SIDEWALKBACK OF SIDEWALK
NO SCALESIDEWALKDwy APRON10%WL SIDEWALK
L
6" PCC
AC PAVEMENT
EP
10%
Var
GUTTER
2'
SECTION A-A
NO SCALE
NO SCALE
W2%rC4-20 REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
2
5
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1041+25 - SEE SHEET C4-221.
NOTES:MOHAWK StR/W
R/W
R/WRIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
R/WC4-21
TCE
TCE
Beg CL FENCE (TYPE CL-4)
(MOHAWK NORTH EXTENSIONS)
FUTURE IMPROVEMENTS BY OTHERS
2.FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.
3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"
4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)
CONFORM3'
APN 332-020-80
APN 332-270-05
C70076
ARTURO VIVAR
TCE 1'PRIVATE PROPERTIES RESTORATION
PLACE AC Pvmt
CHAIN LINK FENCE (H=4')
REPLACE
84.75' +71.26
SEGMENT 3 SEGMENT 4
R/W
TCE
TCE
R/W
OG
BRC
TRC
Prop Ret CURB
Prop IMPROVEMENTS
OFFSET' +STATION
ELEVATION
CUT CONDITION
OG
BRC
TRC
Prop Ret CURB
Prop IMPROVEMENTS
OFFSET' +STATION
ELEVATION
FILL CONDITION
NO SCALE
RETAINING CURB DETAILS
TCE
LEGEND:
5" AB (Cl 2)
3" HMA (TYPE A)
MAILBOX
SIGN
WROUGHT IRON FENCE
CHAIN LINK FENCE
TCE
GRADING LIMIT
REMOVE AC Pvmt
AC Pvmt
ABBREVIATIONS:
BRC BOTTOM OF RETAINING CURB
C&G CURB AND GUTTER
TRC TOP OF RETAINING CURB
7.25'5'5'4'
(BY OTHERS)
RELOCATE MINOR SIGN5'
SEGMENT 3 SEGMENT 4
R/W(BY OTHERS)
RELOCATE MINOR SIGN
6.75'9'REMOVE BOLLARDS (4)3.73'7'5'257
ASPH
ASPHASPH
ASPHASPH
MOHAWK ST1040789 1
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:51 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE LAND VENTURE I LLC
MANGUS TR
CONSTRUCTION DETAILS
ROSEDALE Hwy "ROS" LINE
SEGMENT 4
SCALE: 1"=20'MATCH LINE STA 1041+25 - SEE SHEET C4-221.
NOTES:MOHAWK StR/W
R/W
R/WRIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
R/WTCE
TCE
Beg CL FENCE (TYPE CL-4)
(MOHAWK NORTH EXTENSIONS)
FUTURE IMPROVEMENTS BY OTHERS
2.FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.
3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"
4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)
CONFORM3'
APN 332-020-80
APN 332-270-05
C70076
ARTURO VIVAR
TCE 1'PRIVATE PROPERTIES RESTORATION
PLACE AC Pvmt
CHAIN LINK FENCE (H=4')
REPLACE
84.75' +71.26
SEGMENT 3 SEGMENT 4
R/W
TCE
TCE
R/W
OG
BRC
TRC
Prop IMPROVEMENTS
OFFSET' +STATION
ELEVATION
CUT CONDITION
OG
BRC
TRC
Prop IMPROVEMENTS
OFFSET' +STATION
ELEVATION
FILL CONDITION
NO SCALE
RETAINING CURB DETAILS
TCE
LEGEND:
5" AB (Cl 2)
3" HMA (TYPE A)
MAILBOX
SIGN
WROUGHT IRON FENCE
CHAIN LINK FENCE
TCE
GRADING LIMIT
REMOVE AC Pvmt
AC Pvmt
ABBREVIATIONS:
BRC BOTTOM OF RETAINING CURB
C&G CURB AND GUTTER
TRC TOP OF RETAINING CURB
7.25'5'5'4'
(BY OTHERS)
RELOCATE MINOR SIGN5'
SEGMENT 3 SEGMENT 4
R/W(BY OTHERS)
RELOCATE MINOR SIGN
6.75'9'REMOVE BOLLARDS (4)3.73'7'5'257r
1 08/27/15 RFI #163 REVISIONS
REVISED SHEET
(SEE SHEET C4-33a)
Prop Ret CURB
(SEE SHEET C4-33a)
Prop Ret CURB
ASPH
ASPHASPH
ASPHASPH
MOHAWK ST1040789 1
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:52 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-21REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE LAND VENTURE I LLC
MANGUS TR
ROSEDALE Hwy "ROS" LINE
2.
NOTES:
1.MATCH LINE STA 1041+25 - SEE SHEET C4-21MATCH LINE STA 1045+50 - SEE SHEET C4-23R/W
R/W
R/WR/W
C4-22
FOR LEGEND SEE SHEET C4-20.
TCE TCE
TCE
TCE
(PROTECT IN PLACE)
BILLBOARD3'7.25'(PROTECT IN PLACE)
SIDEWALK
OF FENCE
REMOVE PORTION 5'+707.25'OF FENCE
REMOVE PORTION
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
C70076
ARTURO VIVAR
PLACE AC Pvmt
CHAIN LINK FENCE (H=4')
REPLACE
PRIVATE PROPERTIES RESTORATION
CONFORM
Elev (396.44)7.25'79' +66.39 5'9'9'9'(BY OTHERS)
RELOCATE MAJOR SIGN
258
REVISED SHEET
Exist BLDG
APN 332-270-05 APN 332-270-04 APN 332-270-03
APN 332-020-80
AC Pvmt
PLACE
RELOCATE MAJOR SIGN (BY OTHERS)
PPP
FP ASPH
ASPH
1045234
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:53 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MANGUS TR COLLIER & COLLIER CHEVRON USA INC
ROSEDALE LAND VENTURE I LLC
ROSEDALE Hwy "ROS" LINE
2.
NOTES:
1.MATCH LINE STA 1041+25 - SEE SHEET C4-20MATCH LINE STA 1045+50 - SEE SHEET C4-22R/W
R/W
R/WR/W
FOR LEGEND SEE SHEET C4-20.
TCE TCE
TCE
TCE
(PROTECT IN PLACE)
BILLBOARD3'7.25'(PROTECT IN PLACE)
SIDEWALK
OF FENCE
REMOVE PORTION 5'+707.25'OF FENCE
REMOVE PORTION
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
C70076
ARTURO VIVAR
PLACE AC Pvmt
CHAIN LINK FENCE (H=4')
REPLACE
PRIVATE PROPERTIES RESTORATION
CONFORM
Elev (396.44)7.25'79' +66.39 5'9'9'9'(BY OTHERS)
RELOCATE MAJOR SIGN
258r
REVISED SHEET
Exist BLDG
APN 332-270-05 APN 332-270-04 APN 332-270-03
APN 332-020-80
AC Pvmt
PLACE
RELOCATE MAJOR SIGN (BY OTHERS)
1 10/08/15 RFI# 221
A
A
3'
Ret CURB (TYPE A)
Exist SIDEWALK
ROW
HAND RAIL (36" HIGH)
BUILDING
BEGIN HAND RAIL
BEGIN Ret CURB
74' +66
BEGIN HAND RAIL
END Ret CURB
79' +25
ANGLE Ret CURB
74' +25
2.50'±
SECTION A-A
NO SCALE
(L=64', H=12")
PER DETAIL ON SHEET C4-33
RETAINING CURB, TYPE A, CASE 1, WITH HANDRAIL
HANDRAIL SHALL CONFORM TO 2012 APWA STD PLAN 606-4, TYPE A (36").6.
PPP
FP ASPH
ASPH
1045234
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:53 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-22REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MANGUS TR COLLIER & COLLIER CHEVRON USA INC
ROSEDALE LAND VENTURE I LLC
ROSEDALE Hwy "ROS" LINE
PARKER LnNOTES:MATCH LINE STA 1050+25 - SEE SHEET C4-24MATCH LINE STA 1045+50 - SEE SHEET C4-22R/W
R/W
R/WR/W
R/WR/WC4-23
TCE
TCETCE TCE
TCE
APN 332-270-03APN 332-270-02APN 332-020-80
APN 332-270-01
JOIN Exist FENCE
END CL FENCE (TYPE C1-4)38'JOIN Exist FENCE
Beg CL FENCE (TYPE C1-4)0.5'CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
ARTURO VIVAR
C70076
PRIVATE PROPERTIES RESTORATION
CHAIN LINK FENCE (H=4')
REPLACE
PLACE AC Pvmt
REMOVE AC Pvmt REMOVE AC Pvmt
72.75' +82.00
CHAIN LINK FENCE (H=4')
REPLACE
WROUGHT IRON FENCE IN-KIND (H=6')
REPLACE
JOIN Exist FENCE
Beg WROUGHT IRON FENCE
67.54' +97.88
98.04' +67.31
72.75' +93.85
(BY OTHERS)
RELOCATE MAJOR SIGN
(BY OTHERS)
MINOR SIGN
RELOCATE
13'13'18'REMOVE BOLLARDS (5)
(BY OTHERS)
RELOCATE MOVABLE SIGNS
(BY OTHERS)
RELOCATE MINOR SIGN
8'5'3.5'63.88' +97.21
64.55' +67.22
(L=30')
IRON DRIVE GATE
INSTALL WROUGHT
PLACE AC Pvmt
259
REVISED SHEET
(L=56', H=30")
ON SHEET C4-33
CASE 1, PER DETAIL
RET. CURB, TYPE B,
71.75' Rt + 65.00
BEGIN RET. CURB
105.00' Rt + 6.57
END RET. CURBASPH ASPH
ASPHPARKER LN10506789
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:54 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CHEVRON USA INCCHAMPLIN FAMILY TRROSEDALE LAND VENTURE I LLC
METAL WORLD INC
ROSEDALE Hwy "ROS" LINE
PARKER LnNOTES:MATCH LINE STA 1050+25 - SEE SHEET C4-23MATCH LINE STA 1045+50 - SEE SHEET C4-21R/W
R/W
R/WR/W
R/WR/WTCE
TCETCE TCE
TCE
APN 332-270-03APN 332-270-02APN 332-020-80
APN 332-270-01
JOIN Exist FENCE
END CL FENCE (TYPE C1-4)38'JOIN Exist FENCE
Beg CL FENCE (TYPE C1-4)0.5'CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
ARTURO VIVAR
C70076
PRIVATE PROPERTIES RESTORATION
CHAIN LINK FENCE (H=4')
REPLACE
PLACE AC Pvmt
REMOVE AC Pvmt REMOVE AC Pvmt
72.75' +82.00
CHAIN LINK FENCE (H=4')
REPLACE
WROUGHT IRON FENCE IN-KIND (H=6')
REPLACE
JOIN Exist FENCE
Beg WROUGHT IRON FENCE
67.54' +97.88
98.04' +67.31
72.75' +93.85
(BY OTHERS)
RELOCATE MAJOR SIGN
(BY OTHERS)
MINOR SIGN
RELOCATE
13'13'18'REMOVE BOLLARDS (5)
(BY OTHERS)
RELOCATE MOVABLE SIGNS
(BY OTHERS)
RELOCATE MINOR SIGN
8'5'3.5'63.88' +97.21
64.55' +67.22
(L=30')
IRON DRIVE GATE
INSTALL WROUGHT
PLACE AC Pvmt
259r
1 10/07/15 RFI #217
(L=56', H=30")
ON SHEET C4-33
CASE 1, PER DETAIL
RET. CURB, TYPE B,
71.75' Rt + 65.00
BEGIN RET. CURB
105.00' Rt + 6.57
END RET. CURB
REVISED SHEETAC PAV.
PLACE
2
2 03/02/16 RFI #348 ASPHASPH
ASPHPARKER LN10506789
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:22:55 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-23REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CHEVRON USA INCCHAMPLIN FAMILY TRROSEDALE LAND VENTURE I LLC
METAL WORLD INC
ROSEDALE Hwy "ROS" LINE
NOTES:MATCH LINE STA 1050+25 - SEE SHEET C4-23MATCH LINE STA 1055+25 - SEE SHEET C4-25R/W R/W R/W
R/W
R/W
C4-24
TCE TCE TCE
TCE TCETCETOFROM(PROTECT IN PLACE)
BILLBOARD
APN 332-020-80
APN 332-020-50
APN 332-020-51
APN 332-270-01 APN 332-280-16 APN 332-260-02RR R/WRR R/WBLDG
BRC Elev 397.53
TRC Elev 398.83
Beg Ret CURB
Elev (399.07)
END Ret CURB
Elev (398.67)
Beg Ret CURB
BRC Elev 397.89
TRC Elev 398.77
END Ret CURB
Elev (398.86)
Beg Ret CURB
BRC Elev 398.44
TRC Elev 398.94
Beg Ret CURB
BRC Elev 398.23
TRC Elev 398.75
END Ret CURB
CONFORM
END WROUGHT IRON FENCE
JOIN Exist FENCE
RR R/WRR R/W4'CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
C70076
ARTURO VIVAR
(H=4')
CHAIN LINK FENCE
REPLACE
67.75' +95.97
JOIN Exist FENCE
END CL FENCE (TYPE CL-4)
(399.34)
Elev
(398.86)
Elev
CONFORMCONFORM
66.25' +96.3867.00' +55.56
69.05' +53.51
63.75' +78.12
68.94' +45.42
84.85' +78.1285.00' +76.05
66.75' +30.49
ABANDONED HEADWALL
REMOVE
PRIVATE PROPERTIES RESTORATION
61.67' +97.00
ABANDONED HEADWALL
REMOVE 18'11'11'18'10'PLACE AC Pvmt
14.75'
(BY OTHERS)
MONUMENT SIGN
5'9'11'13'RR XINGSIGN (BY OTHERS)
RELOCATE MINOR
397.80
57.00' +96
(5)
BOLLARDS
REMOVE
(BY OTHERS)
RELOCATE ROCKS
(BY OTHERS)
LIGHT POLE
RELOCATE PRIVATE
AC Pvmt
PLACE
MAILBOXES (2)
RELOCATE
2'
1'
LANDSCAPE
RESTORE
EASEMENT
ROADWAY
EASEMENT
ROADWAY
260
P P
ASPH
ASPH
P P
ASPH
ASPH
10551234
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:02 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
VENTURE I LLC
ROSEDALE LAND
FAMILY TR
DOUNIES
VIGSTROM C R & BARBARA A TR
WANAMAKER JEFF ET AL
METAL WORLD INC
RAILROAD
SAN JOAQUIN VALLEY
ROSEDALE Hwy "ROS" LINE
NOTES:MATCH LINE STA 1050+25 - SEE SHEET C4-23MATCH LINE STA 1055+25 - SEE SHEET C4-25R/W R/W R/W
R/W
R/W
TCE TCE TCE
TCE TCETCETOFROM(PROTECT IN PLACE)
BILLBOARD
APN 332-020-80
APN 332-020-50
APN 332-020-51
APN 332-270-01 APN 332-280-16 APN 332-260-02RR R/WRR R/WBLDG
BRC Elev 397.53
TRC Elev 398.83
Beg Ret CURB
Elev (399.26)
END Ret CURB
Elev (398.67)
Beg Ret CURB
BRC Elev 398.44
TRC Elev 398.94
Beg Ret CURB
BRC Elev 398.23
TRC Elev 398.75
END Ret CURB
CONFORM
END WROUGHT IRON FENCE
JOIN Exist FENCE
RR R/WRR R/W4'CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
2.
1.FOR LEGEND SEE SHEET C4-20.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
4.
5.
C70076
ARTURO VIVAR
(H=4')
CHAIN LINK FENCE
REPLACE
67.75' +95.97
JOIN Exist FENCE
END CL FENCE (TYPE CL-4)
(399.34)
Elev
(398.86)
Elev
CONFORMCONFORM
66.25' +96.3867.00' +55.56
69.05' +53.51
63.75' +78.12 68.15' +85.17
84.85' +78.1294.50' +76.05
66.75' +30.49
ABANDONED HEADWALL
REMOVE
PRIVATE PROPERTIES RESTORATION
61.67' +97.00
ABANDONED HEADWALL
REMOVE 18'11'11'18'10'PLACE AC Pvmt
14.75'
(BY OTHERS)
MONUMENT SIGN
5'9'11'13'RR XINGSIGN (BY OTHERS)
RELOCATE MINOR
397.80
57.00' +96
(5)
BOLLARDS
REMOVE
(BY OTHERS)
RELOCATE ROCKS
(BY OTHERS)
LIGHT POLE
RELOCATE PRIVATE
AC Pvmt
PLACE
MAILBOXES (2)
RELOCATE
2'
1'
LANDSCAPE
RESTORE
EASEMENT
ROADWAY
EASEMENT
ROADWAY
260r
REVISED SHEET
12/09/15 RFI #279
03/15/16 FTM #39
1
2
3 FTM #36
BRC Elev 397.89
TRC Elev 398.77
BRC Elev 398.02
TRC Elev 398.77
6.HANDRAIL SHALL CONFORM TO 2012 APWA STD PLAN 606-4 (TYPE BC36).
RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE RIGHT OF WAY
UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS" LINE
(Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A) OVER 5" AB
3
2
2
P P
ASPH
ASPH
P P
ASPH
ASPH
10551234
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:03 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-24REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
VENTURE I LLC
ROSEDALE LAND
FAMILY TR
DOUNIES
VIGSTROM C R & BARBARA A TR
WANAMAKER JEFF ET AL
METAL WORLD INC
RAILROAD
SAN JOAQUIN VALLEY
8.75'
R/W
Prop
R/W
Exist
2%
AC PAVING
1'
(H=2.50')
Ret C&G
1'
0.5'
0.5'
2%
8.75'
R/W
Prop
R/W
Exist
2%
1'
1'
AC PAVING
Var
IRON FENCE
WROUGHT
DETAIL
SEE FOOTING2.5'
2' PLANTER STRIP
ROSEDALE Hwy "ROS" LINELANDCO RdNOTES:MATCH LINE STA 1055+25 - SEE SHEET C4-24MATCH LINE STA 1059+75 - SEE SHEET C4-26R/W
R/W
R/WR/W R/WR/WC4-25
TCE
TCE
TCE
TCETCE
REMOVE BOLLARDS (2)
OG
SECTION A-A
NO SCALE
SECTION B-B
NO SCALE
OG
FOOTING DETAIL
APN 332-260-01
APN 332-260-02
APN 332-020-51 APN 332-020-84
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
A
A
Ret C&G
Beg Ret CURB
Beg WROUGHT IRON FENCE
JOIN Exist FENCE
BRC Elev 400.18
TRC Elev 401.231'B
B
(BY OTHERS)
REMOVE MOVABLE SIGNS (3)
(BY OTHERS)
RELOCATE MAJOR SIGN
PLACE AC Pvmt
PLACE AC Pvmt
2.
1.FOR LEGEND SEE SHEET C4-20.
3.
4.
5.
SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA
LAYOUT PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE
"ROS" LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE
(TYPE A) OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA
C70076
ARTURO VIVAR
82.23' +23.91
79.87' +52.66
63.75' +68.06
PRIVATE PROPERTIES RESTORATION18'6'6'13'14'IRON FENCE (IN-KIND)
REPLACE WROUGHT
TCE
BRC Elev 399.85
TRC Elev 400.38
END Ret CURB
RELOCATE PRIVATE LIGHT POLE
RELOCATE PRIVATE LIGHT POLEFROMTO FROMTO2' PLANTER2' GUTTERSTALL DEPTH = 19'
STALL WIDTH = 9'
ONE WAY DIRECTION
PLACE 60°ANGLE PARKING STALLS (8)
1' AC Pvmt
R=5'
R=5'
TCE
TCE
261
ASPH
ASPHASPH
ASPH
ASPH LANDCO RD6 7 8 9
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:05 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
WANAMAKER JEFF ET AL
BARNES FAMILY TRUST
WANAMAKER JEFF ET AL
DOUNIES FAMILY TR
8.75'
R/W
Prop
R/W
Exist
AC PAVING
1'
(H=2.50')
Ret C&G
1'
0.5'
0.5'
8.75'
R/W
Prop
R/W
Exist
1'
1'
AC PAVING
Var
IRON FENCE
WROUGHT
DETAIL
SEE FOOTING2.5'
2' PLANTER STRIP
1.5%1.5%
1.5%
ROSEDALE Hwy "ROS" LINELANDCO RdNOTES:MATCH LINE STA 1055+25 - SEE SHEET C4-24MATCH LINE STA 1059+75 - SEE SHEET C4-26R/W
R/W
R/WR/W R/WR/WTCE
TCE
TCE
TCETCE
REMOVE BOLLARDS (2)
OG
SECTION A-A
NO SCALE
SECTION B-B
NO SCALE
OG
FOOTING DETAIL
APN 332-260-01
APN 332-260-02
APN 332-020-51 APN 332-020-84
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
A
A
Ret C&G
Beg Ret CURB
Beg WROUGHT IRON FENCE
JOIN Exist FENCE
BRC Elev 400.18
TRC Elev 401.231'B
B
(BY OTHERS)
REMOVE MOVABLE SIGNS (3)
(BY OTHERS)
RELOCATE MAJOR SIGN
PLACE AC Pvmt
PLACE AC Pvmt
2.
1.FOR LEGEND SEE SHEET C4-20.
3.
4.
5.
SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA
LAYOUT PLANS.
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE
"ROS" LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE
(TYPE A) OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA
C70076
ARTURO VIVAR
82.23' +23.91
79.87' +52.66
63.75' +68.06
PRIVATE PROPERTIES RESTORATION18'6'6'13'14'IRON FENCE (IN-KIND)
REPLACE WROUGHT
TCE
BRC Elev 399.85
TRC Elev 400.38
END Ret CURB
RELOCATE PRIVATE LIGHT POLE
RELOCATE PRIVATE LIGHT POLEFROMTO FROMTO2' PLANTER2' GUTTERSTALL DEPTH = 19'
STALL WIDTH = 9'
ONE WAY DIRECTION
PLACE 60°ANGLE PARKING STALLS (8)
1' AC Pvmt
R=5'
R=5'
TCE
TCE
261r
REVISED SHEET
1 07/29/15 RFI #139 REVISIONS
ASPH
ASPHASPH
ASPH
ASPH LANDCO RD6 7 8 9
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:05 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-25REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
WANAMAKER JEFF ET AL
BARNES FAMILY TRUST
WANAMAKER JEFF ET AL
DOUNIES FAMILY TR
ROSEDALE Hwy "ROS" LINE
MATCH LINE STA 1064+25 - SEE SHEET C4-27MATCH LINE STA 1059+75 - SEE SHEET C4-25NOTES:
R/W
R/W
R/WR/W
C4-26
TCE TCE
TCETCE
(PROTECT IN PLACE)
CHAIN LINK FENCE
(PROTECT IN PLACE)
BILLBOARD
RELOCATE MAILBOX
TOFROM(SEE ELECTRICAL PLANS)
(PROTECT IN PLACE)
CALTRANS CMS
APN 332-260-01
APN 332-020-16APN 332-020-84
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
CONFORM
BRC Elev 400.56
TRC Elev 400.67
END Ret CURB
END WROUGHT IRON FENCE
JOIN Exist FENCE
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
REPLACE WROUGHT IRON FENCE
ARTURO VIVAR
C70076
PRIVATE PROPERTIES RESTORATION
63.75' +22.16
PREVENTION DEVICE
RELOCATE PRIVATE BACKFLOW
FROMTO
6'6'262
DIRTCONC
1060 1 2 3 4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:06 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
BARNES FAMILY TRUST PIONEER FARM EQUIPMENT CO
WANAMAKER JEFF ET AL
ROSEDALE Hwy "ROS" LINE
MATCH LINE STA 1064+25 - SEE SHEET C4-26MATCH LINE STA 1059+75 - SEE SHEET C4-24NOTES:
R/W
R/W
R/WR/W
TCE TCE
TCETCE
(PROTECT IN PLACE)
CHAIN LINK FENCE
(PROTECT IN PLACE)
BILLBOARD
RELOCATE MAILBOX
TOFROM(SEE ELECTRICAL PLANS)
(PROTECT IN PLACE)
CALTRANS CMS
APN 332-260-01
APN 332-020-16APN 332-020-84
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
CONFORM
BRC Elev 400.56
TRC Elev 400.67
END Ret CURB
END WROUGHT IRON FENCE
JOIN Exist FENCE
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
REPLACE WROUGHT IRON FENCE
ARTURO VIVAR
C70076
PRIVATE PROPERTIES RESTORATION
63.75' +22.16
PREVENTION DEVICE
RELOCATE PRIVATE BACKFLOW
FROMTO
6'6'262r
REVISED SHEET
1 07/21/15 RFI #115 REVISIONS
63.75' +42.60
Beg Ret CURB
END Ret CURB
62.60' +65.06
DIRTCONC
1060 1 2 3 4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:07 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-26REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
BARNES FAMILY TRUST PIONEER FARM EQUIPMENT CO
WANAMAKER JEFF ET AL
ROSEDALE Hwy "ROS" LINE
NOTES:MATCH LINE STA 1064+25 - SEE SHEET C4-26MATCH LINE STA 1068+90 - SEE SHEET C4-28R/W
R/W
R/WR/W
C4-27
TCE TCE
TCE
TCETCE
RELOCATE MAILBOXES (3)
TO
F
ROM(PROTECT IN PLACE)
CHAIN LINK FENCE
(PROTECT IN PLACE)
BILLBOARDAPN 332-260-01APN 332-230-01 APN 332-230-63 APN 332-230-64
APN 332-142-02APN 332-142-03APN 332-142-74
APN 332-020-16
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
(PROTECT IN PLACE)
MAJOR SIGN
LIP Elev (399.61)
TRC Elev (400.50)
Beg Ret C&G
CONFORM
(PROTECT IN PLACE)
MINOR SIGN
BRC Elev 399.48
TRC Elev 400.30
END Ret C&G 1'(PROTECT IN PLACE)
MAJOR SIGN +89Elev (398.69)+30CONFORM
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
PLACE AC Pvmt PLACE AC Pvmt
PLACE AC Pvmt
PLACE AC Pvmt
(BY OTHERS)
RELOCATE MOVABLE SIGN
PLACE AC Pvmt
C70076
ARTURO VIVAR
CONFORM
(399.57)
Elev
CONFORM
(398.88)
Elev
CONFORM
(399.16)
Elev
CONFORM
(398.51)
Elev
CONFORM
(398.55)
Elev
CONFORM
(398.71)
Elev
CONFORM
(398.77)
Elev
CONFORM
(398.55)
Elev
CONFORM
(398.44)
Elev
66.90' +84.15
59.00' +84.93
PRIVATE PROPERTIES RESTORATION10.75'5'7.75'10'5'1'10'5'1'7.75'7.75'7.75'5'10'10'7.75'5'(BY OTHERS)
RELOCATE MAJOR SIGN
14'11.75'14'11.75'14'(BY OTHERS)
RELOCATE MINOR SIGN
(BY OTHERS)
RELOCATE MINOR SIGN
10'7.75'5'7'5'(BY OTHERS)
MINOR SIGN
RELOCATE
263
FP
ASPH
ASPH
1065 6 7 8
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:07 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
B B W PROPERTIES BTC PROP LLC
COP INVESTMENTSJOHNSON WILLIS JCAO STEVEN TRI & VU HUONG THANH
TRUST
IRREVOCABLE
DENIO DALE
EQUIPMENT CO
PIONEER FARM
ET ALWANAMAKER JEFF
ROSEDALE Hwy "ROS" LINE
NOTES:MATCH LINE STA 1064+25 - SEE SHEET C4-25MATCH LINE STA 1068+90 - SEE SHEET C4-27R/W
R/W
R/WR/W
TCE TCE
TCE
TCETCE
RELOCATE MAILBOXES (3)
TO
F
ROM(PROTECT IN PLACE)
CHAIN LINK FENCE
(PROTECT IN PLACE)
BILLBOARDAPN 332-260-01APN 332-230-01 APN 332-230-63 APN 332-230-64
APN 332-142-02APN 332-142-03APN 332-142-74
APN 332-020-16
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
(PROTECT IN PLACE)
MAJOR SIGN
LIP Elev (399.61)
TRC Elev (400.50)
Beg Ret C&G
CONFORM
(PROTECT IN PLACE)
MINOR SIGN
BRC Elev 399.48
TRC Elev 400.30
END Ret C&G 1'(PROTECT IN PLACE)
MAJOR SIGN +89Elev (398.69)+30CONFORM
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
PLACE AC Pvmt PLACE AC Pvmt
PLACE AC Pvmt
(BY OTHERS)
RELOCATE MOVABLE SIGN
PLACE AC Pvmt
C70076
ARTURO VIVAR
CONFORM
(399.57)
Elev
CONFORM
(398.88)
Elev
CONFORM
(399.16)
Elev
CONFORM
(398.51)
Elev
CONFORM
(398.55)
Elev
Elev
(398.69)
CONFORM
CONFORM
(398.77)
Elev
CONFORM
(398.44)
Elev
66.90' +84.15
59.00' +84.93
PRIVATE PROPERTIES RESTORATION10.75'5'7.75'10'5'1'10'5'1'7.75'7.75'7.75'5'10'10'7.75'5'14'11.75'14'11.75'14'(BY OTHERS)
RELOCATE MINOR SIGN
(BY OTHERS)
RELOCATE MINOR SIGN
10'7.75'5'7'5'(BY OTHERS)
MINOR SIGN
RELOCATE
263r
REVISED SHEET
1
2
07/21/15
08/05/15
RFI #115 REVISIONS
RFI #128.1 REVISIONS
59.75' +32.07
Beg Ret CURB
END Ret CURB
61.56', +49.79
END Ret CURB
67.00', +39.77
(398.46)
CONFORM
Beg Ret CURB
Conc PAD
VAULT IN
CONFORM
(398.34)
Elev
61.56', +49.79
END Ret CURB
67.00', +39.77
(398.46)
CONFORM
Beg Ret CURB
Conc PAD
VAULT IN
CONFORM
(398.34)
Elev
2
2
30'
59.75' +2.84
PAVEMENT
REPLACE AC
REMOVE AND
3
4
3 RFI #21.1 REVISIONS
Revision:Date:Description:
4 07/22/15 RFI #126.1
FP
ASPH
ASPH
1065 6 7 8
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:08 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-27
(BY OTHERS)
MAJOR SIGN
RELOCATE REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
B B W PROPERTIES BTC PROP LLC
COP INVESTMENTSJOHNSON WILLIS JCAO STEVEN TRI & VU HUONG THANH
TRUST
IRREVOCABLE
DENIO DALE
EQUIPMENT CO
PIONEER FARM
ET ALWANAMAKER JEFF
FAIRHAVEN DrMATCH LINE STA 1073+50 - SEE SHEET C4-29MATCH LINE STA 1068+90 - SEE SHEET C4-27NOTES:
"ROS" LINEROSEDALE Hwy
R/W
R/W
R/WR/W R/WR/WC4-28
TCE TCE
TCE
TCE
TOF
ROMMAILBOX
RELOCATE TOAPN 332-142-02
APN 332-141-39
APN 332-230-64 APN 332-230-05 APN 332-230-06 APN 332-230-60
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
BRC Elev 398.85
TRC Elev 399.39
Beg Ret CURB END Ret CURB
BRC Elev 399.26
TRC Elev 399.88
CONFORM
2'CONFORM5'TOFROMPvmt
PLACE AC 5'FROMPvmt
PLACE AC
Beg WROUGHT IRON FENCE
JOIN Exist FENCE
FENCE
WROUGHT IRON
REPLACE0.5'SECTION A-A
A
A
6.75'
Bldg
OF Conc PAD
REMOVE PORTION
NOT TO SCALE
PLACE AC Pvmt
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
PLACE AC Pvmt
RELOCATE MAILBOX
(BY OTHERS)
RELOCATE PRIVATE LIGHT POLE
Elev (399.70)
RELOCATE MAILBOX
C70076
ARTURO VIVAR
RESTORE LANDSCAPE
62.43' +81.87
67.75' +81.18
67.00' +18.66
67.22' +29.96
67.00' +81.09
67.00' +36.17
62.75' +31.19 63.17' +98.15
58.75' +98.22
CONFORM
Elev (399.44)
CONFORM
Elev (399.42)
CONFORM
Elev (400.20)
PRIVATE PROPERTIES RESTORATION
CONFORM
Elev (399.37)
(BY OTHERS)
MONUMENT SIGN
REMOVE 5'5'10'7.75'10'5'12'9.75'12'12'(BY OTHERS)
MOVABLE SIGN
RELOCATE
DEVICE
BACKFLOW PREVENTION
RELOCATE PRIVATE
5'10'7.75'10'9.75'DEVICE (PROTECT IN PLACE)
BACKFLOW PREVENTION
BOLLARDS (3)
REMOVE FROMTOREMOVE BOLLARDS (2)
(BY OTHERS)
MINOR SIGN
RELOCATE
264
8.5'-8.7'
Var
Exist Conc PAD
SW
P
ASPHASPHASPH
ASPHASPHASPHFAIRHAVEN DR10709 1 2 3
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:09 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
DENIO DALE IRREVOCABLE TRUST
PORTER FRED & LINDA TR
BURTCH BARBARA L TRUSTCAO STEVEN T & VU HUONG TLW CO LLCCOP INVESTMENTS
FAIRHAVEN DrMATCH LINE STA 1073+50 - SEE SHEET C4-28MATCH LINE STA 1068+90 - SEE SHEET C4-26NOTES:
"ROS" LINEROSEDALE Hwy
R/W
R/W
R/WR/W R/WR/WTCE TCE
TCE
TCE
TOF
ROMMAILBOX
RELOCATE TOAPN 332-142-02
APN 332-141-39
APN 332-230-64 APN 332-230-05 APN 332-230-06 APN 332-230-60
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
BRC Elev 398.85
TRC Elev 399.39
Beg Ret CURB
BRC Elev 399.26
TRC Elev 399.88
CONFORM
2'CONFORM5'TOFROMPvmt
PLACE AC 5'FROMPvmt
PLACE AC
Beg WROUGHT IRON FENCE
JOIN Exist FENCE
FENCE
WROUGHT IRON
REPLACE0.5'SECTION A-A
A
A
6.75'
Bldg
OF Conc PAD
REMOVE PORTION
NOT TO SCALE
PLACE AC Pvmt
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
PLACE AC Pvmt
RELOCATE MAILBOX
(BY OTHERS)
RELOCATE PRIVATE LIGHT POLE
Elev (399.70)
RELOCATE MAILBOX
C70076
ARTURO VIVAR
RESTORE LANDSCAPE
62.43' +81.87
67.75' +81.18
67.00' +18.66
67.22' +29.96
67.00' +81.09
67.00' +36.17
62.75' +31.19 63.17' +98.15
58.75' +98.22
CONFORM
Elev (399.44)
CONFORM
Elev (399.42)
CONFORM
Elev (400.20)
PRIVATE PROPERTIES RESTORATION
CONFORM
Elev (399.37)
(BY OTHERS)
MONUMENT SIGN
REMOVE 5'5'10'7.75'10'5'12'9.75'12'12'(BY OTHERS)
MOVABLE SIGN
RELOCATE
DEVICE
BACKFLOW PREVENTION
RELOCATE PRIVATE
5'10'7.75'10'9.75'DEVICE (PROTECT IN PLACE)
BACKFLOW PREVENTION
BOLLARDS (3)
REMOVE FROMTOREMOVE BOLLARDS (2)
(BY OTHERS)
MINOR SIGN
RELOCATE
264r
8.5'-8.7'
Var
Exist Conc PAD
SW
REVISED SHEET
1 08/04/15 RFI #115.2 REVISIONS
P
ASPHASPHASPH
ASPHASPHASPHFAIRHAVEN DR10709 1 2 3
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:09 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-28REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
DENIO DALE IRREVOCABLE TRUST
PORTER FRED & LINDA TR
BURTCH BARBARA L TRUSTCAO STEVEN T & VU HUONG TLW CO LLCCOP INVESTMENTS
ROSEDALE Hwy "ROS" LINE
MATCH LINE STA 1077+50 - SEE SHEET C4-30MATCH LINE STA 1073+50 - SEE SHEET C4-28NOTES:
R/W
R/W
R/W
R/W
C4-29
TCE
TCE
TCE
TCE
TCE TCE
(BY OTHERS)
BUILDING CANOPY
REMOVE PORTION OF
(PROTECT IN PLACE)
BILLBOARD
MASONRY BLOCK WALL
REMOVE PORTION OF
RELOCATE MAILBOX FROMTOAPN 332-141-39APN 332-141-72 APN 332-141-73 APN 332-141-17
APN 332-230-60 APN 332-230-09 APN 332-230-10 APN 332-230-41
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'5'1'5'2'CONFORM
5'5'CONNECT TO Exist WALL
END CL FENCE (TYPE CL-4)+110.5'5'5'Beg CL FENCE (TYPE CL-4)
END WROUGHT IRON FENCE
JOIN Exist
LINK FENCE
REPLACE CHAIN
PLACE AC Pvmt
(BY OTHERS)
REMOVE MOVABLE SIGNS
PLACE AC Pvmt
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.1'C70076
ARTURO VIVAR
PRIVATE PROPERTIES RESTORATION
59.75' +58.50
61.10' +77.12
61.25' +62.08
61.25' +10.90
CONFORM
Elev (400.78)
CONFORM
Elev (399.85)
(L=14')
INSTALL CL-4 DRIVE GATE
CONFORM
(401.04)
Elev
CONFORM
(400.89)
Elev
CONFORM
(399.92)
Elev
CONFORM
(400.05)
Elev
WROUGHT IRON FENCE
REPLACE
CL-4 DRIVE GATE (L=14')
INSTALL 7.75'10'10'REMOVE BOLLARDS (8)
(BY OTHERS)
RELOCATE MAJOR SIGN
7.75'5'7.75'10'7.75'10'7.75'10'265
ASPH
ASPH
ASPH
10754 6 7
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:10 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MARY E LEE PROPERTIES INC MARY E LEE PROPERTIES INC
ARDUAIN BERNARD FAMILY TRUSTALIPPI FAMILY TRALIPPI FAMILY TRBURTCH BARBARA L TRUST
PROPERTIES INC
MARY E LEE
& LINDA TRPORTER FRED
ROSEDALE Hwy "ROS" LINE
MATCH LINE STA 1077+50 - SEE SHEET C4-30MATCH LINE STA 1073+50 - SEE SHEET C4-28NOTES:
R/W
R/W
R/W
R/W
TCE
TCE
TCE
TCE
TCE TCE
(BY OTHERS)
BUILDING CANOPY
REMOVE PORTION OF
(PROTECT IN PLACE)
BILLBOARD
MASONRY BLOCK WALL
REMOVE PORTION OF
RELOCATE MAILBOX FROMTOAPN 332-141-39APN 332-141-72 APN 332-141-73 APN 332-141-17
APN 332-230-60 APN 332-230-09 APN 332-230-10 APN 332-230-41
CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'5'5'CONFORM
5'5'CONNECT TO Exist WALL
END CL FENCE (TYPE CL-4)+110.5'5'5'Beg CL FENCE (TYPE CL-4)
END WROUGHT IRON FENCE
JOIN Exist
LINK FENCE
REPLACE CHAIN
PLACE AC Pvmt
(BY OTHERS)
REMOVE MOVABLE SIGNS
PLACE AC Pvmt
2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.4'C70076
ARTURO VIVAR
PRIVATE PROPERTIES RESTORATION
59.75' +58.50
61.10' +77.12
61.25' +62.08
61.25' +10.90
CONFORM
Elev (400.78)
CONFORM
Elev (399.85)
(L=14')
INSTALL CL-4 DRIVE GATE
CONFORM
(401.04)
Elev
CONFORM
(400.89)
Elev
CONFORM
(399.92)
Elev
CONFORM
(400.05)
Elev
WROUGHT IRON FENCE
REPLACE
CL-4 DRIVE GATE (L=14')
INSTALL 7.75'10'10'REMOVE BOLLARDS (8)
(BY OTHERS)
RELOCATE MAJOR SIGN
7.75'5'7.75'10'7.75'10'7.75'10'265r
1 08/04/15 RFI #115.2 REVISIONS
REVISED SHEET
58.75' +66.14
END Ret CURB
2 08/14/15
3 08/31/15
RFI #156 REVISIONS
RFI #166 REVISIONS
WALL OR Bldg
Exist MASONRY BRICK
GRADE SIDEWALK TO4'3
2
ASPH
ASPH
ASPH
10754 6 7
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:11 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-29REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MARY E LEE PROPERTIES INC MARY E LEE PROPERTIES INC
ARDUAIN BERNARD FAMILY TRUSTALIPPI FAMILY TRALIPPI FAMILY TRBURTCH BARBARA L TRUST
PROPERTIES INC
MARY E LEE
& LINDA TRPORTER FRED
ROSEDALE Hwy "ROS" LINE
C4-30GIBSON StNOTES:MATCH LINE STA 1077+50 - SEE SHEET C4-29R/W
R/W
R/W
R/WR/WR/WR/W
TCE
TCE
T
C
E
TCE
TCE
(BY OTHERS)
OF BUILDING CANOPY
REMOVE PORTION
APN 332-141-17
APN332-152-04 APN 332-152-06
APN 332-230-41
APN 332-240-04
APN 332-470-03APN 332-470-04CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
CONFORM
A
A
(BY OTHERS)
RELOCATE MAJOR SIGN
5'SECTION A-A
2'
BW R/W
Prop
CONFORM
OG
Pvmt
PLACE AC2%
NOT TO SCALER/W2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
C70076
ARTURO VIVAR
60.75' +99.21
CONFORM
Elev (401.05)
65.75' +80.82
CONFORM
Elev (401.42)
PRIVATE PROPERTIES RESTORATION
134.21' +81.59
CONFORM
Elev (401.95)
74.34' +35.37
CONFORM
Elev (401.90)
75.96' +22.41
CONFORM
Elev (402.08)5'Pvmt
PLACE AC
75.94' +09.16
CONFORM
Elev (402.06)
5'96.12' +85.36
BRC Elev 401.27
TRC Elev 402.02
81.84' +94.99
BRC Elev 401.20
TRC Elev 402.21
71.51' +14.12
69.60' +24.12
END Ret CURB
BRC Elev 401.10
TRC Elev 401.62
Beg Ret CURB
Ret CURB
(CURB RAMP)
Ret CURB
C&G
0-1'
FL
95.27' +83.27
2.75'
6.75'2.25'
2%
(BY OTHERS)
MINOR SIGN
RELOCATE
REMOVE BOLLARDS (14)
(BY OTHERS)
PROPANE TANK
STATION AND
PRIVATE PUMP
RELOCATE
5'5'25'10'14.40'10'(BY OTHERS)
MINOR SIGN
RELOCATE
(BY OTHERS)
AND ROOF DRAIN
MAJOR SIGN
RELOCATE
266
FP
FP
ASPH
ASPH ASPHASPH
ASPH
ASPHA
SPHASPHU/C
108089 1 2
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:11 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MARY E LEE PROPERTIES INC
ROSEDALE INVESTMENT PROPERTIES LLC
NABORS DRILLING USA INCFAMILY TRUST
ARDUAIN BERNARD PARTNERSOLIVE DRIVEBRIGGS
CAMPAU JENNIFER
ROSEDALE Hwy "ROS" LINE
GIBSON StNOTES:MATCH LINE STA 1077+50 - SEE SHEET C4-28R/W
R/W
R/W
R/WR/WR/WR/W
TCE
TCE
T
C
E
TCE
TCE
(BY OTHERS)
OF BUILDING CANOPY
REMOVE PORTION
APN 332-141-17
APN332-152-04 APN 332-152-06
APN 332-230-41
APN 332-240-04
APN 332-470-03APN 332-470-04CONSTRUCTION DETAILS
SEGMENT 4
SCALE: 1"=20'
CONFORM
A
A
(BY OTHERS)
RELOCATE MAJOR SIGN
5'SECTION A-A
2'
BW R/W
Prop
CONFORM
OG
Pvmt
PLACE AC2%
NOT TO SCALER/W2.
1.FOR LEGEND SEE SHEET C4-20.
RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.
FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA SEE
FOR CENTERLINE AND CURB ALIGNMENT INFORMATION SEE LAYOUT PLANS.3.
LINE UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS ON CONSTRUCTION DETAILS REFERENCE "ROS"4.
OVER 5" AB (Cl 2) UNLESS OTHERWISE NOTED.
ALL AC PAVING ON PRIVATE PROPERTY SHALL BE 3" HMA (TYPE A)5.
C70076
ARTURO VIVAR
60.75' +99.21
CONFORM
Elev (401.05)
65.75' +80.82
CONFORM
Elev (401.42)
PRIVATE PROPERTIES RESTORATION
134.21' +81.59
CONFORM
Elev (401.95)
74.34' +35.37
CONFORM
Elev (401.90)
75.96' +22.41
CONFORM
Elev (402.08)5'Pvmt
PLACE AC
75.94' +09.16
CONFORM
Elev (402.06)
5'96.12' +85.36
BRC Elev 401.27
TRC Elev 402.02
81.84' +94.99
BRC Elev 401.20
TRC Elev 402.21
71.51' +14.12
69.60' +24.12
END Ret CURB
BRC Elev 401.10
TRC Elev 401.62
Beg Ret CURB
Ret CURB
(CURB RAMP)
Ret CURB
C&G
0-1'
FL
95.27' +83.27
2.75'
6.75'2.25'
2%
(BY OTHERS)
MINOR SIGN
RELOCATE
REMOVE BOLLARDS (14)
(BY OTHERS)
PROPANE TANK
STATION AND
PRIVATE PUMP
RELOCATE
5'5'25'10'14.40'10'(BY OTHERS)
MINOR SIGN
RELOCATE
(BY OTHERS)
AND ROOF DRAIN
MAJOR SIGN
RELOCATE
266r
REVISED SHEET
BRICK WALL OR Bldg
TO EXISTING MASONRY
GRADE SIDEWALK
1 08/14/15 RFI #156 REVISIONS
FP
FP
ASPH
ASPH ASPHASPH
ASPH
ASPHA
SPHASPHU/C
108089 1 2
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:12 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rC4-30REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MARY E LEE PROPERTIES INC
ROSEDALE INVESTMENT PROPERTIES LLC
NABORS DRILLING USA INCFAMILY TRUST
ARDUAIN BERNARD PARTNERSOLIVE DRIVEBRIGGS
CAMPAU JENNIFER
1/2"
STATION PER PLAN
CONCRETE
TYPE A2-6 (R-52)
TYPE B2-6 (A87A)
Beg TYPE B2-6 (A87A)
CONCRETE
6"
5"
FL
FL
CONCRETE
TRANSITION
FL
TRANSITION5'
TRANSITION
Per PLAN
FL
TYPE B2-6 (A87A) (CALTRANS)
TYPE A2-6 (R-52) (COUNTY OF KERN) TO
DRIVEWAY
DATE PLOTTED =>8/2/2019NO SCALE
CONSTRUCTION DETAILS
SEGMENT 4
C4-31
ARTURO VIVAR
C70076
CURB TRANSITION #2
CURB TRANSITION #3
267
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:13 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
C4-32NO SCALE
SEGMENT 4
CONSTRUCTION DETAILS
ARTURO VIVAR
C70076
NO SCALE
FACE PLATE 6" C.F.
REMOVABLE CURB
Per PLAN
FL
Per PLAN
FL(ADJUST TO FL GRATE)
MANHOLE LID
STRAIGHT GRADE (Typ)
NOTES:
1.
2.
REMOVABLE CURB PLATE DETAIL
Pvmt
Conc GUTTER
MANHOLE
MANHOLE LID
4" PCC SIDEWALK
Conc CURB COVER FRAME ......................................SECTION A-A
CURB TOP
36"24"38"26"6"6"6"5"SIDEWALK
A
A
COVER FRAME
CONCRETE CURB
B2-6 CURB FACE
CALTRANS
CONSTRUCT SPECIAL CURB COVER FROM ‚" STEEL DIAMOND PLATE 26x38. USE 3/8" GALVANIZED FLUSH SCREWS TO SECURE COVER.
REMOVABLE CURB PLATE COVER Per ALHAMBRA FOUNDRY Co LTD OR APPROVED EQUAL.
CURB COVER
REMOVABLE
(Typ)
STRAIGHT GRADE
1.5%
1.5%
1.5%
CALTRANS B2-6 CURB
CALTRANS B2-6 CURB
3
2
268
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:13 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ARTURO VIVAR
AND/OR AT EACH STEP
CENTERS (Max)
EXPANSION JOINT AT 30'-0"6" MinTOP OF WALL (TW)
RETAINING CURB
TYPE A
RETAINING CURB
TYPE B
RETAINING CURB/WALL
TYPE C
ELEVATION
NO SCALE NO SCALE NO SCALE
NO SCALE
H/2HEIGHT = HFS 18" Min, 36" Max12"FS OR OG
6" Min, 18" Max12"12"
FS OR OG
FS OR OG
6"6"FS
6"HEIGHT = HFS
FS 4:14:1
RETAINING CURB LOL PER PLAN
FS OR SIDEWALK
(OPTIONAL)
HANDRAIL PER PLAN
ROW
NO SCALE
WITHIN PRIVATE PROPERTY
CASE 1
ROW
RETAINING CURB LOL PER PLAN
(OPTIONAL)
HANDRAIL PER PLAN
4:1
4:1NO SCALE
WITHIN STREET ROW
CASE 2
PRIVATE PROPERTY STREET PRIVATE PROPERTY STREET
FS
SIDEWALK
HEIGHT = H10/07/15
1" CHAMPFER (Typ)
TW
BW BW
TW
12"
FS
BOTTOM OF WALL (BW)
NTS
SEGMENT 4
CONTRUCTION DETAILS
RFI# 163, 217 & 22110/08/15
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:14 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
0
268a
ADDITIONAL SHEET
C70076
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
C4-33a
ROSEDALE Hwy
SCALE: 1" = 50'LANDCO DrMOHAWK StPARKER LnROSEDALE HwySEE SHEET D3-6R/WR/W
R/W
R/WR/WR/W
R/WR/W
R/W
R/W
R/W
R/W
"ROS" LINE
"ROS" LINE
D4-1
SEGMENT 4
DRAINAGE PLANSEE BELOWMATCH LINE STA 1049+50MATCH LINE STA 1049+50SEE ABOVESEE SHEET D4-2MATCH LINE STA 1064+50OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
APPROVED FOR DRAINAGE WORK ONLYR/WX
x
DRAINAGE SYSTEM No.
DRAINAGE UNIT
GRATE INLET
LEGEND:NOTE:
c
a
b
15-1
e
15
h
i
j
k
l
a
g
a
16 18
17
c
d
SEE SHEET DP4-3
SEE SHEET DP4-3SEE SHEET DP4-3
SEE SHEET DP4-2
c
b
a
b
a
14
a b
Exist 24" RCP
Exist 18" RCPExist 24" RCP
Exist 24" RCP
BASIN # 7
Exist 18" RCP
TCE
SJVRC61015
KEVIN VU
TCE
TCE
TCE
JUNCTION BOX
d f g
SEE SHEET DP4-1
d
e
c
b
Abn Exist DI
Abn Exist DI
Abn Exist PIPE
Abn Exist PIPE
REINFORCED CONCRETE CAP
TCE
TCER/WTCE
TCE
TCETCETCE
TCE TCE
TCER/WR/WR/WR/WR/WR/WTCE
TCETCETCE
d
MAP 7984
OF PARCEL
LOT 6
BASIN 9
90°ROTATED ANGLE
PIPE REMOVED
ABANDONED PIPE
Exist 18" RCP
m
MINOR CONCRETE BACKFILL
n
f
e
DP4-1 & DP4-2
SEE SHEETS
DIRECTION OF FLOW
b
269
PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPH
ASPHMOHAWK STPARKER LN1040 1045891234 6 7 8 9
GI ONLY
P P
ASPH
ASPH
P P
DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
LANDCO RD1050 1055 106012346789 1 2 3 4
GI
GI
NO GI
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:15 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
SCALE: 1" = 50'LANDCO DrMOHAWK StPARKER LnROSEDALE HwySEE SHEET D3-6R/WR/W
R/W
R/WR/WR/W
R/WR/W
R/W
R/W
R/W
R/W
"ROS" LINE
"ROS" LINE
SEGMENT 4
DRAINAGE PLANSEE BELOWMATCH LINE STA 1049+50MATCH LINE STA 1049+50SEE ABOVESEE SHEET D4-2MATCH LINE STA 1064+50OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
APPROVED FOR DRAINAGE WORK ONLYR/WX
x
DRAINAGE SYSTEM No.
DRAINAGE UNIT
GRATE INLET
LEGEND:NOTE:
c
a
b
15-1
e
15
h
i
j
k
l
a
g
a
16 18
17
c
d
SEE SHEET DP4-3
SEE SHEET DP4-3SEE SHEET DP4-3
SEE SHEET DP4-2
c
b
a
b
a
14
a b
Exist 24" RCP
Exist 18" RCPExist 24" RCP
Exist 24" RCP
BASIN # 7
Exist 18" RCP
TCE
SJVRC61015
KEVIN VU
TCE
TCE
TCE
JUNCTION BOX
d f g
SEE SHEET DP4-1
d
e
c
b
Abn Exist DI
Abn Exist DI
Abn Exist PIPE
Abn Exist PIPE
REINFORCED CONCRETE CAP
TCE
TCER/WTCE
TCE
TCETCETCE
TCE TCE
TCER/WR/WR/WR/WR/WR/WTCE
TCETCETCE
d
MAP 7984
OF PARCEL
LOT 6
BASIN 9
90°ROTATED ANGLE
PIPE REMOVED
ABANDONED PIPE
Exist 18" RCP
m
MINOR CONCRETE BACKFILL
n
f
e
DP4-1 & DP4-2
SEE SHEETS
DIRECTION OF FLOW
b
269r
07/14/151 RFI #112 REVISIONS
REVISED SHEET
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE 12/15/16
KRISTINA P. BUDAK
PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPH
ASPHMOHAWK STPARKER LN1040 1045891234 6 7 8 9
GI ONLY
P P
ASPH
ASPH
P P
DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
LANDCO RD1050 1055 106012346789 1 2 3 4
GI
GI
NO GI
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:16 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
06-0F3604
D4-1rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
SCALE: 1" = 50'
ROSEDALE Hwy FAIRHAVEN DrGIBSON StR/W
R/W R/WR/WR/W
R/WR/W
R/W R/W
R/W
R/WR/WR/WR/WR/W"ROS" LINE
"ROS" LINE
D4-2
SEGMENT 4
DRAINAGE PLANMATCH LINE STA 1064+50SEE SHEET D4-1MATCH LINE STA 1075+50SEE ABOVESEE BELOWMATCH LINE STA 1075+50APPROVED FOR DRAINAGE WORK ONLY
a
b
c
SEE SHEET DP4-4
19
a
b
c
SEE SHEET DP4-4
20
21
SEE SHEET DP4-4
c
b
a
BASIN # 8
Exist 30" RCP
Exist 30" RCP
Exist 30" RCP
Exist 24" RCP
Exist 18" RCP
Exist 18" RCP
Exist 18" RCP
NOTES:
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT1.
2.FOR GENERAL NOTES AND LEGEND SEE SHEET D4-1.
C61015
KEVIN VU
22
SEE SHEET DP4-4
b
a
c
Exist 15" RCP
e
d
d
d
d
TCE TCE TCE
TCE
TCE
TCE
TCE TCET
C
E
R/W
TCE
TCE
270
FP P
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPHASPHASPH
ASPH
ROSEDALE HWY
1065 1070 107567891234
NO GI NO GI
GI
FP
P
FP
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPH
ASPHASPHGIBSO
N STU/C
ASPH
ASPH
ASPH
10806789 1 2 3 4 61085 7
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:16 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
SCALE: 1" = 50'
ROSEDALE Hwy FAIRHAVEN DrGIBSON StR/W
R/W R/WR/WR/W
R/WR/W
R/W R/W
R/W
R/WR/WR/WR/WR/W"ROS" LINE
"ROS" LINE
SEGMENT 4
DRAINAGE PLANMATCH LINE STA 1064+50SEE SHEET D4-1MATCH LINE STA 1075+50SEE ABOVESEE BELOWMATCH LINE STA 1075+50APPROVED FOR DRAINAGE WORK ONLY
a
b
c
SEE SHEET DP4-4
19
a
b
c
SEE SHEET DP4-4
20
21
SEE SHEET DP4-4
c
b
a
BASIN # 8
Exist 30" RCP
Exist 30" RCP
Exist 30" RCP
Exist 24" RCP
Exist 18" RCP
Exist 18" RCP
Exist 18" RCP
NOTES:
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT1.
2.FOR GENERAL NOTES AND LEGEND SEE SHEET D4-1.
C61015
KEVIN VU
22
SEE SHEET DP4-4
b
a
c
Exist 15" RCP
e
d
d
d
d
TCE TCE TCE
TCE
TCE
TCE
TCE TCET
C
E
R/W
TCE
TCE
270r
07/22/151 RFI #78 REVISIONS
REVISED SHEET
TYPE OL OR TYPE GOL DRAINAGE INLET
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE 12/15/16
KRISTINA P. BUDAK
FP P
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPHASPHASPH
ASPH
ROSEDALE HWY
1065 1070 107567891234
NO GI NO GI
GI
FP
P
FP
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPH
ASPHASPHGIBSO
N STU/C
ASPH
ASPH
ASPH
10806789 1 2 3 4 61085 7
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:17 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
06-0F3604
D4-2rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SEGMENT 4
DRAINAGE PROFILES
DP4-1
400
390
380
DRAINAGE SYSTEM No. 14
SCALE: 1" = 10'
C61015
KEVIN VU
400
390
380
400
390
380 MATCH LINE SEE BELOWMATCH LINE SEE ABOVE400
390
380
400
390
380
DRAINAGE SYSTEM No. 15
400
390
380
271
0 4/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:18 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
366
a
Inv 391.30
S=0.20%b
OG
77.00' Lt "ROS" 1039+65.22
Prop. 24" RCP
43.00' Rt "ROS" 1039+75.45
86.0°
d
Inv 391.07
FG
18" x 115' RCP
Inv 390.97
ON SHEET DP4-2
SEE SYSTEM 15-1
TO BE RELOCATED BY OTHER
2-2" & 3-4" AT&T-D (Exist)
TO BE RELOCATED BY OTHER
1/2" AT&T-D (Exist)
RIM Elev 395.77
JS, CALTRANS Std 91A
PROTECT
16" CWS (Exist)
90.0°
Inv 391.02Inv 391.00
b 24" x 184' RCP
S=0.20%
REMOVE Exist 18" RCPExist 24" RCP
Inv 390.62 (Exist)
a
OG "ROS" 1039+75.4543.00' Rt Rem Exist DI c
RIM Elev (395.53)
"ROS" 1039+62.72
43.93' Rt
d
18" RCP
Prop.
FGFG
RIM Elev 395.04
46.61' Rt "ROS" 1037+88.18
m
IDENTICAL
43.00' Rt "ROS" 1039+75.45
IDENTICAL, SEE SHEET DP4-2TO BE RELOCATED BY OTHER
2" SCG (Exist)
Abn CPC OIL
Abn 12" SHELL OIL (Exist)
2" SCG (Exist)
JOIN Exist 24" RCP
JS, CALTRANS Std 91A
TO BE RELOCATED BY OTHER
AT&T-D (Exist)
16" CWS (Exist)
DEPTH PRIOR TO CONSTRUCTION
PROTECT, VERIFY LOCATION AND
SJFM 6" OIL (Exist)
j
Inv 392.89
h
k
Inv 392.51
S=0.26%i
62.02' Rt "ROS" 1046+98.21
43.00' Rt "ROS" 1045+50.15
FG
7.1°
69.6°24" x 144' RCPInv 392.52
FG OG
TO BE RELOCATED BY OTHER
2" SCG (Exist)
TO BE RELOCATED BY OTHER
2" SCG (Exist)g 24" x 283' RCP
S=0.20%
OG FG OG
62.02' Rt "ROS" 1046+98.21
IDENTICAL, SEE SHEET DP4-2
RIM Elev 396.86
JS, CALTRANS Std 91A
TO BE RELOCATED BY OTHER
AT&T-D (Exist)
4-1 1/2" AT&T-T (Exist)
H=3.71'
w/ 1.5" GUTTER DEPRESSION
FL Elev 396.47
GRATE TYPE 24-12X
DI TYPE GT4
f
43.00' Rt "ROS" 1042+62.80
Inv 391.77Inv 391.76
e
S=0.26%
24" x 283' RCP
g
S=0.26%
24" x 283' RCP
FG
OG FG
OG
RIM Elev 396.29
JS, CALTRANS Std 91A REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
SEGMENT 4
DRAINAGE PROFILES
DP4-1
400
390
380
DRAINAGE SYSTEM No. 14
SCALE: 1" = 10'
C61015
KEVIN VU
400
390
380
400
390
380 MATCH LINE SEE BELOWMATCH LINE SEE ABOVE400
390
380
400
390
380
DRAINAGE SYSTEM No. 15
400
390
380
0 4/01/15 CONFORMED SET
1 6/10/15 STORM DRAIN AND WATERLINE CONFLICT RESOLUTION
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:19 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
a
Inv 391.30
S=0.20%b
OG
77.00' Lt "ROS" 1039+65.22
Prop. 24" RCP
43.00' Rt "ROS" 1039+75.45
86.0°
d
Inv 391.07
FG
18" x 115' RCP
Inv 390.97
ON SHEET DP4-2
SEE SYSTEM 15-1
TO BE RELOCATED BY OTHER
2-2" & 3-4" AT&T-D (Exist)
TO BE RELOCATED BY OTHER
1/2" AT&T-D (Exist)
RIM Elev 395.77
JS, CALTRANS Std 91A
PROTECT
16" CWS (Exist)
90.0°
Inv 391.02Inv 391.00
b 24" x 184' RCP
S=0.20%
REMOVE Exist 18" RCPExist 24" RCP
Inv 390.62 (Exist)
a
OG "ROS" 1039+75.4543.00' Rt Rem Exist DI c
RIM Elev (395.53)
"ROS" 1039+62.72
43.93' Rt
d
18" RCP
Prop.
FGFG
RIM Elev 395.04
46.61' Rt "ROS" 1037+88.18
m
IDENTICAL
43.00' Rt "ROS" 1039+75.45
IDENTICAL, SEE SHEET DP4-2TO BE RELOCATED BY OTHER
2" SCG (Exist)
Abn CPC OIL
Abn 12" SHELL OIL (Exist)
2" SCG (Exist)
JOIN Exist 24" RCP
JS, CALTRANS Std 91A
TO BE RELOCATED BY OTHER
AT&T-D (Exist)
16" CWS (Exist)
DEPTH PRIOR TO CONSTRUCTION
PROTECT, VERIFY LOCATION AND
SJFM 6" OIL (Exist)
j
Inv 392.89
h
k
Inv 392.51
S=0.26%i
62.02' Rt "ROS" 1046+98.21
43.00' Rt "ROS" 1045+50.15
FG
7.1°
69.6°24" x 144' RCPInv 392.52
FG OG
TO BE RELOCATED BY OTHER
2" SCG (Exist)
TO BE RELOCATED BY OTHER
2" SCG (Exist)g 24" x 283' RCP
S=0.20%
OG FG OG
62.02' Rt "ROS" 1046+98.21
IDENTICAL, SEE SHEET DP4-2
RIM Elev 396.86
JS, CALTRANS Std 91A
TO BE RELOCATED BY OTHER
AT&T-D (Exist)
4-1 1/2" AT&T-T (Exist)
H=3.71'
w/ 1.5" GUTTER DEPRESSION
FL Elev 396.47
GRATE TYPE 24-12X
DI TYPE GT4
f
43.00' Rt "ROS" 1042+62.80
Inv 391.77Inv 391.76
e
S=0.26%
24" x 283' RCP
g
S=0.26%
24" x 283' RCP
FG
OG FG
OG
RIM Elev 396.29
JS, CALTRANS Std 91A REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
271r
1
1
REVISED SHEET
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
r
SEGMENT 4
DRAINAGE PROFILES
DP4-2
400
390
380
SCALE: 1" = 10'
C61015
KEVIN VU
400
390
380
DRAINAGE SYSTEM No.15
400
390
380
15-DRAINAGE SYSTEM No.1
400
390
380
272
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:19 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
366
Inv 391.62
b
Inv 391.71
S=0.50%a
OG
"ROS" 1039+75.4543.00' Rt 65.00' Rt "ROS" 1039+75.32
FG
18" x 17' RCP
Inv 391.00
24" RCP
ON SHEET DP-4-1
SEE SYSTEM 14
2" SCG (Exist)
TO BE RELOCATED BY OTHER
43.00' Rt "ROS" 1039+75.45
IDENTICAL, SEE SHEET DP4-1
4-1 1/2" AT&T-T (Exist)
H=3.63'
w/ 1.5" GUTTER DEPRESSION
GRATE FL Elev 395.21
GRATE TYPE 24-12X
DI TYPE GDO
Inv 392.91
l
Inv 393.24
OG
S=0.26%k
65.00' Lt "ROS" 1046+69.61
"ROS" 1046+98.2162.02' RtFG
j
18" x 126' RCP
TO BE RELOCATED BY OTHER
2" SCG (Exist)
(SEE DRAINAGE DETAIL SHEET DD4-1)
MINOR Conc Bkf n
SEE SHEET DP4-1
IDENTICAL
TO BE RELOCATED BY OTHER
AT&T-D (Exist)
16" CWS (Exist)
4-1 1/2" AT&T-T (Exist)
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SEGMENT 4
DRAINAGE PROFILES
DP4-3
380
400
390
380
400
390
380
380
390
400
390
400
DRAINAGE SYSTEM No. 18 SCALE: 1" = 10'
DRAINAGE SYSTEM No. 17
DRAINAGE SYSTEM No. 16
C61015
KEVIN VU
400
390
380
380
390
400
19
273
0 4/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:20 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
366
OG FG
56.00' Lt "ROS" 1052+49.13
c
Inv 393.94
2" SCG (Exist)
S=0.30%d
52.75' Rt "ROS" 1052+50.76
e
18" x 106' RCP14"Wx12"H AT&T-D (Exist)
OG
FG
b
H=2.94'
GRATE FL Elev 396.75
GRATE TYPE 24-12X
DI TYPE GDO
H=2.94'
GRATE FL Elev 397.06
GRATE TYPE 24-12X
DI TYPE GDO
f(SEE DRAINAGE DETAIL SHEET DD4-1)
MINOR Conc Bkf
8-2" AT&T-T (Exist)
2' (Min) BELOW STORM DRAIN
RELOCATE 16" COB WATER
c
Inv 396.48
S=1.00%b
OG
a
Inv 396.42 (Exist)
Inv 391.85 (Exist)
Inv 395.15 (Exist)Exist 18" RCP
Exist 30" RCP
Exist 30" RCPInv 391.87 (Exist)
55.00' Lt "ROS" 1063+99.65
46.15' Lt "ROS" 1063+99.07
47.22' Rt "ROS" 1064+59.23
OG
64.3°
FG
Exist DI
DP4-4
SEE SHEET
Prop 18" RCP
18" x 8' RCP
R&D Exist DI
d
TO BE RELOCATED BY OTHER
14"Wx12"H AT&T-D (Exist)
Std PLAN No. 380-4
Conc COLLAR FOR RCP
(S.P.P.W.C.)
44.81' Lt "ROS" 1063+99.06(SEE DRAINAGE DETAIL SHEET DD4-1)
MINOR Conc Bkf e
H=2.84'
w/ 1.5" GUTTER DEPRESSION
FL Elev 399.20
GRATE TYPE 24-12X
DI TYPE G3
Inv 393.94Inv 393.33 (Exist)
S=1.70%b18" x 34' RCP
Inv 393.36
90.0°
d
OG FG
Exist 24" RCP
IDENTICALg
DETAIL SHEET DD4-1)
(SEE DRAINAGE
MINOR Conc Bkf
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK"ROS" 1052+12.0557.92' Lt a
RIM Elev 397.25
Std 91A
JS, CALTRANS "ROS" 1052+49.1160.00' Lt Inv 394.25 REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SEGMENT 4
DRAINAGE PROFILES
380
400
390
380
380
390
400
390
400
DRAINAGE SYSTEM No. 18 SCALE: 1" = 10'
DRAINAGE SYSTEM No. 17
DRAINAGE SYSTEM No. 16
C61015
KEVIN VU
400
390
380
380
390
400
19
0 4/01/15 CONFORMED SET
1 6/10/15 STORM DRAIN AND WATERLINE CONFLICT RESOLUTION
2 7/14/15 RFI #112 REVISIONS
3 2/08/16 VCEP PAVEMENT REVISIONS (RFI #327)
400
390
380
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:21 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
OG FG
56.00' Lt "ROS" 1052+49.13
c
Inv 393.34
2" SCG (Exist)
S=0.30%d
52.75' Rt "ROS" 1052+50.76
e
18" x 106' RCP14"Wx12"H AT&T-D (Exist)
OG
FG
a
H=2.94'
GRATE FL Elev 396.75
GRATE TYPE 24-12X
DI TYPE GDO f(SEE DRAINAGE DETAIL SHEET DD4-1)
MINOR Conc Bkf
8-2" AT&T-T (Exist)
2' (Min) BELOW STORM DRAIN
RELOCATE 16" COB WATER
Std D-19
COLLAR PER COB
POUR Conc FIELD
Exist 24" RCP
H=3.25
GRATE FL Elev 397.37
GRATE TYPE 24-12X
DI TYPE GDO
c
Inv 396.48
S=1.00%b
OG
a
Inv 396.42 (Exist)
Inv 391.85 (Exist)
Inv 395.15 (Exist)Exist 18" RCP
Exist 30" RCP
Exist 30" RCPInv 391.87 (Exist)
55.00' Lt "ROS" 1063+99.65
46.15' Lt "ROS" 1063+99.07
47.22' Rt "ROS" 1064+59.23
OG
64.3°
FG
Exist DI
DP4-4
SEE SHEET
Prop 18" RCP
18" x 8' RCP
R&D Exist DI
d
TO BE RELOCATED BY OTHER
14"Wx12"H AT&T-D (Exist)
Std PLAN No. 380-4
Conc COLLAR FOR RCP
(S.P.P.W.C.)
44.81' Lt "ROS" 1063+99.06(SEE DRAINAGE DETAIL SHEET DD4-1)
MINOR Conc Bkf e
H=2.84'
w/ 1.5" GUTTER DEPRESSION
FL Elev 399.20
GRATE TYPE 24-12X
DI TYPE G3
Inv 393.94
Inv 393.33 (Exist)
S=1.70%b18" x 34' RCP
Inv 393.36
OG FG
Exist 24" RCP
IDENTICAL
g
DETAIL SHEET DD4-1)
(SEE DRAINAGE
MINOR Conc Bkf
TO CLEAR
AND ADJUST FLOWLINE
OF Exist WATERLINE
FIELD VERIFY TOP
d"ROS" 1052+12.0557.92' Lt a
RIM Elev 397.25
Std 91A
JS, CALTRANS "ROS" 1052+49.1160.00' Lt Inv 394.25
DP4-3 REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
273r
1
REVISED SHEET
2
3
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
r
SEGMENT 4
DRAINAGE PROFILES
SCALE:
DP4-4
410
390
400
410
400
390
400
390
380
400
390
380
400
390
380
DRAINAGE SYSTEM No. 19
DRAINAGE SYSTEM No. 21
DRAINAGE SYSTEM No. 20
1" = 10'
C61015
KEVIN VU
DRAINAGE SYSTEM No. 22
274
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:21 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
366
c
Inv 394.46
b
OG
Inv 394.26
Exist 18" RCP
51.22' Rt "ROS" 1064+52.33
FG
Inv 391.87 (Exist)
S=5%
Exist 30" RCP
18" x 5' RCP
Inv 395.15 (Exist)"ROS" 1064+59.2347.22' Rt R&D Exist DI
d
a
JOIN Exist 30" RCP
RIM Elev 399.64
(CALTRANS Std 91A)
JUNCTION STRUCTURE
SEE SHEET DP4-3
Exist 30" RCP
Inv 391.85 (Exist)
4-1 1/2" AT&T (Exist)
H=5.13'
w/ 1.5" GUTTER DEPRESSION
FL Elev 399.46
GRATE TYPE 24-12X (L=2.95')
DI TYPE G3
c
S=98.5%b
OG
Inv 393.00
Inv 392.00 (Exist)
a
Exist 30" RCP
Exist 30" RCP
Inv 391.98 (Exist)
53.00' Rt "ROS" 1068+35.02 48.30' Rt "ROS" 1068+33.49
FG
18" x 2' RCP
AT&T-T (Exist)
Inv 394.97
R&D Exist DI
d
JOIN Exist 30" RCP
(CALTRANS Std D91A)
JUNCTION STRUCTURE
c
Inv 394.16
Inv 394.11
a
Inv 394.46 (Exist)
S=1.00%b
Exist 36" RCPOG
Inv 393.61 (Exist)
Exist 24" RCP
52.00' Lt "ROS" 1072+48.09
43.76' Lt "ROS" 1072+45.12
FG
18" x 5' RCP
FG
d
SHEET DD1-2, CASE 3)
(SEE DRAINAGE DETAIL
R&D Exist D.I.
TO BE RELOCATED BY OTHER
14"Wx12"H AT&T-D (Exist)
JOIN Exist 24" RCP
Rim Elev. 398.50
JS, CALTRANS Std 91A
H=4.24'
W/1.5" GUTTER DEPRESSION
GRATE FL Elev 398.27
GRATE TYPE 24-12X
DI TYPE GDO
58.58' Lt "ROS" 1078+99.57
a
Exist 15" RCP
Inv 398.19 (Exist)
62.74' Lt "ROS" 1079+12.11
OG
c
Inv 398.21
b S=0.20%
Inv 398.20
18" x 10' RCP
(SEE DRAINAGE DETAIL SHEET DD4-1)
Reinforced Conc Cap
FG
e
R&D Exist DI
d
JOIN Exist 15" RCP
RIM Elev 400.76
JS, CALTRANS Std 91A
H=2.35'
W/1.5" GUTTER DEPRESSION
GRATE FL Elev 400.43
GRATE TYPE 24-12X
DI TYPE GDO
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SEGMENT 4
DRAINAGE PROFILES
SCALE:
410
390
400
410
400
390
400
390
380
400
390
380
400
390
380
DRAINAGE SYSTEM No. 19
DRAINAGE SYSTEM No. 21
DRAINAGE SYSTEM No. 20
1" = 10'
C61015
KEVIN VU
OG
FG
DRAINAGE SYSTEM No. 22
15" x 18' RCP
Inv 398.41
Exist JB/MH
H=2.15'
W/1.5" GUTTER DEPRESSION
GRATE FL Elev 400.43
GRATE TYPE 24-12X
DI TYPE GDO
S=1.17%
MODIFIED
ABANDON IN PLACE
Exist 15" RCP
ELEVATION IS NOT ACHEIVABLE)
AND NOTIFY ENGINEER IF INVERT
(CONTRACTOR TO FIELD VERIFY
Inv 398.19 (Exist)
ELEVATION IS NOT ACHEIVABLE)
AND NOTIFY ENGINEER IF INVERT
(CONTRACTOR TO FIELD VERIFY
Inv 398.20
1
11/06/15 RFI #136.1 REVISIONS
0 04/01/15 CONFORMED SET
2
07/22/15 RFI #78 REVISIONS
REVISED SHEET
3 10/09/15 RFI #207 REVISIONS
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:22 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
OG
FG
4-1 1/2" AT&T (Exist)
OG
FG
AT&T-T (Exist)
OG
FG
FG
TO BE RELOCATED BY OTHER
14"Wx12"H AT&T-D (Exist)
62.74' Lt "ROS" 1079+12.11
c
b
(SEE DRAINAGE DETAIL SHEET DD4-1)
Reinforced Conc Cap e
d
c
Inv 394.46
b
Inv 394.26
Exist 18" RCP
51.22' Rt "ROS" 1064+52.33
Inv 391.87 (Exist)
S=5%
Exist 30" RCP
18" x 5' RCP
Inv 395.15 (Exist)"ROS" 1064+59.2347.22' Rt R&D Exist DI
d
a
JOIN Exist 30" RCP
RIM Elev 399.64
(CALTRANS Std 91A)
JUNCTION STRUCTURE
SEE SHEET DP4-3
Exist 30" RCP
Inv 391.85 (Exist)
H=5.13'
w/ 1.5" GUTTER DEPRESSION
FL Elev 399.46
GRATE TYPE 24-12X (L=2.95')
DI TYPE G3
c
S=98.5%b
Inv 393.00
Inv 392.00 (Exist)
a
Exist 30" RCP
Exist 30" RCP
Inv 391.98 (Exist)
53.00' Rt "ROS" 1068+35.02 48.30' Rt "ROS" 1068+33.49
18" x 2' RCP
Inv 394.97
d
JOIN Exist 30" RCP
(CALTRANS Std D91A)
JUNCTION STRUCTURE
R&D Exist DI-TYPE OL
H=3.14'
DI TYPE OL OR TYPE GOL
c
Inv 394.16
Inv 394.1
a
S=1.00%b
Inv 393.61 (Exist)
Exist 24" RCP
52.00' Lt "ROS" 1072+48.09
43.76' Lt "ROS" 1072+45.12
d
JOIN Exist 24" RCP
Rim Elev. 398.50
JS, CALTRANS Std 91A
H=4.24'
W/1.5" GUTTER DEPRESSION
GRATE FL Elev 398.27
GRATE TYPE 24-12X
DI TYPE GDODETAIL SHEET FOR RFI #207)
(SEE ADDITIONAL DRAINAGE
MODIFY Exist D.I.
24" (Min) x 2' RCP
DP4-4 REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
274r
2
3
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
r
DRAINAGE DETAILS
DD4-1
NO SCALE
REINFORCED CONCRETE CAP
C61015
KEVIN VU
#4 @ 12"
#4 TOTAL 6
12"12"
SIZE Per PLAN 6"CONCRETE CAP
REINFORCED
MINOR Conc Bkf
& TYPICAL SECTIONS
SEE ROADWAY LAYOUTS
AC OR PCC
22
15 17 18
SEGMENT 4
CONCRETE BACKFILL
SOIL TIGHT RCP TONGUE & GROOVE JOINT
PIPE
•
• PIPE
OD
TRENCH DETAIL FOR ALL DRAINAGE SYSTEMS
(N.T.S.)
PIPE Dia
SHEETS FOR
SEE PROFILE
(Typ)Min 6"(Var)6"(Typ)
24"
(Typ)
24"
275
CEMENT MORTAR
INSIDE OF PIPE
6" through 12"
MINIMUM JOINT OVERLAP
PIPE DIAMETER LIMITS
15" through 33"
Positive "A"
1/2"
3/4"
Greater than 33"1"
A
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:23 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
FG
CL
.
.
FG REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
NO SCALE
SEGMENT 4
DRAINAGE DETAILS
ADDITIONAL SHEET
INLET TYPE GO CONNECTION TO Exist. INLET GO (MODIFIED)
DRAINAGE SYSTEM 21
NO SCALE
WALL
REMOVE Exist
SAWCUT AND
CONNECT TO Exist INLET
24" (Min) RCP
(1-GRATE CONFIGURATION)
GRATE TYPE 24-12x
PROPOSED GO INLET
CALTRANS STD D93A
USE RISERS PER
ADJUST TO GRADE
MANHOLE COVER
PROVIDE MANHOLE COVER
ADJUST TO GRADE
CAP OPENING
WALL
REMOVE Exist
SAWCUT AND
Exist INLET
SLURRY FILL
REMOVE Exist FRAME AND GRATE
FROM SAWCUT TO FG
PROPOSED HMA PAVEMENT
PRECAST LID WITH COVER
FOR STAGING PLACE
Exist GO (MODIFIED) INLET
Exist 24" RCP
Exist 18" RCP
0 10/09/15 RFI #207
1 11/05/15 RFI #207.1 REVISIONS
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:38 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
275a
1
1
C70076
ARTURO VIVAR
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
aDP4-1REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
NO SCALE
SEGMENT 4
DRAINAGE QUANTITIES
C61015
KEVIN VU
DQ4-1
CY EA EA EA EA EA EA EA LF LF FT FT DESCRIPTION STATION
14
b 115
a 1.69 2 1
15 a 1
b 184
f
1
d 1
g 283
h
j
l 1.73 2 1 GT3 TYPEDI
15-1 a 17
b 1.77 2 1
16
b 34
a 1.59 1
17
d
c 1.61 2
18 a 1
b 8
c 1.03 1 1 2.72 G3 TYPEDI
19
b 5
c 1.47 1 1 5.00 G3 TYPEDI
20 a
b 2
c 1.61 1 3.00
21 a
b 5
c 1.97 2 1 4.11
TOTAL 89.26 20 9 11 1 6 8 428 894
18" RCP
24" RCP
46.61' Rt "ROS" 1037+88.18
c R&D Exist DI 43.93' Rt "ROS" 1039+62.72
24" RCP
24" RCP283e
18" RCP126k
122.40 62.00' Rt "ROS" 1046+98.21
24" RCP144i
1
1 43.00' Rt "ROS" 1045+50.15
43.00' Rt "ROS" 1042+62.80
18" RCP
DI TYPE GDO
DI TYPE GDO
18" RCP
DI TYPE GDO1 60.00' Lt "ROS" 1052+49.11
18" RCP106
52.00' Rt "ROS" 1052+50.761e
b
c
a
d
Abn Exist 24" PIPE
Abn Exist DI1
Abn Exist 18" PIPE
Abn Exist DI1
R&D Exist DI
18" RCP
d 0.33 1
R&D Exist DI1a 47.22' Rt "ROS" 1064+59.23
18" RCP
47.22' Rt "ROS" 1064+59.231d
R&D Exist DI
18" RCP
DI TYPE GDO
48.30' Rt "ROS" 1068+33.491d
48.30' Rt "ROS" 1068+33.49
R&D Exist DI
18" RCP
DI TYPE GDO
2
43.76' Lt "ROS" 1072+45.121d
43.76' Lt "ROS" 1072+45.12
22 a
b 10
c 1.92 2 1 2.22
R&D Exist DI
18" RCP
DI TYPE GDO
1d
58.58' Lt "ROS" 1078+99.57
62.74' Lt "ROS" 1079+12.11SYSTEM NO.DRAINAGE 0.31e
58.58' Lt "ROS" 1078+99.57
1ABANDON PIPE65.00' Lt "ROS" 1046+69.61
53.00' Rt "ROS" 1068+35.02
43.00' Rt "ROS" 1039+75.45
65.00' Rt "ROS" 1039+75.32
57.92' Lt "ROS" 1052+12.05
77.00' Lt "ROS" 1039+65.22
51.22' Rt "ROS" 1064+52.33
52.00' Lt "ROS" 1072+48.09DRAINAGE UNITREMOVE INLET1.80
1.83
1.74
1.74
1.61
2.30
1.69
1.66
1.41
1
1
1
1
1
1
1 REMOVE PIPELF
3.25
173
3.58
2.81
2.81
1
1
1
173
1
2
m
DI TYPE GDO
2.81
3.50(N)"H" OR "V"STRUCTURE (N)JUNCTION COLLAR (N)CONCRETE ABBREVIATIONS:
(N) = NOT PAID ITEM
n 258.55
f 10636.24
e 2.73 8
159
EA
2
JS, CALTRANS Std 91A
JS, CALTRANS Std 91A
JS, CALTRANS Std 91A
JS, CALTRANS Std 91A
JS, CALTRANS Std 91A
R&D Exist 18" PIPE
JS, CALTRANS Std 91A
JS, CALTRANS Std 91A
JS, CALTRANS Std 91A
JS, CALTRANS Std 91A
MINOR Conc Bkf
MINOR Conc Bkf
MINOR Conc Bkf
Reinf Conc CAP
Conc COLLAR
46.15' Lt "ROS" 1063+99.06
55.02' Lt "ROS" 1063+99.65STRUCTURE)(MINOR CONCRETE MINOR (24-12X)GRATE FRAME & INLET (N)DRAINAGE FRAMECOVER AND MANHOLE BACKFILL (N)CONCRETEMINOR INLETABANDON MINOR Conc Bkf206.84g
DI TYPE GT4
1
2 18" RCP24" RCP276
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:39 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
SCALE: 1" = 50'
U4-1MOHAWK StPARKER LnSEE SHEET U3-6R/W
R/W
R/W
R/W
R/WR/WR/W
R/WR/W
R/W
"ROS" LINE 90°48'46" 1323.41'
JOINT OVERHEAD (AERIAL)
2" SCG
12kV PG&E ELECTRICAL
AT&T-D FIBER OPTIC
12kV/21kV PG&E ELECTRICAL
2" SCG GAS
UTILITY PLAN
SEGMENT 4
8" SJFM OIL
TOFROM(BY OTHERS)
EQUIPMENT
RELOCATE RR
SJVR21kV PG&E ELECTRICAL
FROMT
O
TO
FROMFROMTOAPPROVED FOR UTILITY WORK ONLY
16" COB WATER
FIBER OPTIC
AT&T-D
(AERIAL) (BY OTHERS)
RELOCATE JOINT OVERHEAD
MH
Swr
21kV PG&E ELECTRICAL
OVERHEAD (AERIAL)
AT&T-D FIBER OPTIC
ADJUST COB WV TO GRADE
(2 TOTAL)
ADJUST COB WV TO GRADE
(BY OTHERS)
MH TO GRADE
ADJUST AT&T-D
111
1
1
1
RELOCATE COB ARV
TO GRADE (BY OTHERS)
ADJUST AT&T-D MH
RELOCATE COB ARV
1 1 1 1
ABANDONED 6" CPC OIL
ABANDONED 4" CPC OIL
ABANDONED SJFM OIL WELL
(3 TOTAL)
TO GRADE
ADJUST COB WV
TO GRADE (BY OTHERS)
ADJUST SCG GAS METER
10" SPC OIL
COB WV & ARV
RELOCATE
1
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE AT&T-D FIBER OPTIC FROMTO2" SCG
(BY OTHERS)
18" STORM DRAIN
BELOW PROPOSED
RELOCATE 2" SCG GAS
JOINT OVERHEAD (AERIAL)
AT&T-D FIBER OPTIC
12kV/21kV PG&E ELECTRICAL
21kV PG&E ELECTRICAL
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E TOFROMELECTRICAL
21kV PG&E
(BY OTHERS)
EQUIPMENT
RAILROAD
RELOCATE
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E TOFROMOPTIC
FIBER
LEVEL 3
(2 TOTAL)
TO GRADE
ADJUST COB WV
FROMTORELOCATE COB BFP
CONSTRUCTION NOTES:
1
2 PROTECT UTILITY POLE
3
STREET LIGHT (BY OTHERS)
RELOCATE PG&E POLE MOUNTED
RELOCATE UTILITY POLE (BY OTHERS)
KINDER MORGAN ENERGY PARTNERS, LP
FIRE DEPARTMENT CONNECTION
CALIFORNIA WATER SERVICE COMPANY
CASING
CHEVRON PIPELINE COMPANY
CITY OF BAKERSFIELD
BLOW OFF VALVE
BROCK MUTUAL WATER COMPANY
BACKFLOW PREVENTION DEVICE
BRIGHT HOUSE NETWORKS
AT&T TRANSCONTINENTAL
AT&T DISTRIBUTION
ABBREVIATIONS:
KM
FDC
CWS
CSG
CPC
COB
BOV
BMW
BFP
BHN
AT&T-T
AT&T-D
WM
VWC
USBR
SPC
SJFM
SCG
PIV
PG&E
NRSD
NKWSD
LEVEL 3
WATER METER
VAUGHN WATER COMPANY
US BUREAU OF RECLAMATION
SHELL PIPELINE COMPANY
SAN JOAQUIN FACILITIES MANAGEMENT, INC.
SOUTHERN CALIFORNIA GAS COMPANY
POST INDICATOR VALVE
PACIFIC GAS & ELECTRIC COMPANY
NORTH RIVER SANITARY DISTRICT
NORTH KERN WATER STORAGE DISTRICT
LEVEL 3 COMMUNICATIONS
1. CONTRACTORS SHALL SCHEDULE CONSTRUCTION
NOTES:
2. LOCATION OF UTILITIES SHOWN ON THESE
PLANS ARE APPROXIMATE AND SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
OPERATION SO THAT UTILITIES ARE KEPT IN
SERVICE AT ALL TIMES.
KNOWN, BASED ON OWNERS FACILITY PLANS.
4. SIZE AND VOLTAGE SHOWN ON PLANS WERE
AT COUNTY OF KERN OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE 3.
UTILITY OWNERSHIP ON THIS PROJECT:MATCH LINE - SEE SHEET U2-2ABANDONED 6" CPC OIL
(3 TOTAL)
COB WV
4" SCG
FDC AND FH
RELOCATE COB TOFROM(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E
(BY OTHERS)
18" STORM DRAIN
BELOW PROPOSED
RELOCATE 2" SCG
COB WM
ADJUST
ELECTRICAL
12kV PG&E
CONDUIT (BY OTHERS)
INSTALL 4" AT&T-D
WATER - VWC
WATER - NKWSD
WATER - CWS
WATER - COB
WATER - BMW
SEWER - NRSD
OIL - SPC
OIL - SJFM
OIL - KM
OIL - CPC
OIL - ALON USA
NATURAL GAS - SCG
FRIANT KERN CANAL - USBR
FIBER OPTIC - SUNESYS, LLC
FIBER OPTIC - BHN
FIBER OPTIC - AT&T-T
FIBER OPTIC - AT&T-D
ELECTRIC & NATURAL GAS - PG&E
COMMUNICATIONS - VERIZON
COMMUNICATIONS - LEVEL 3
MINIMUM 48" ADA SIDEWALK CLEARANCE.
PROVIDED THAT INSTALLATION MAINTAINS THE
PLACED WITHIN THE BACK OF THE SIDEWALK
DOES NOT EXIST SAID IMPROVEMTNS MAY BE
IN THE EVENT THAT APPROPRIATE RIGHT OF WAY
BACK OF SIDEWALK WITHIN STREET RIGHT OF WAY.
RELOCATION OF COB FH IS TO BE PLACED BEHIND5. FROMTO16" PVC COB WATER
18" STORM DRAIN(BY OTHERS)
OPTIC BELOW PROPOSED
RELOCATE 0.5" AT&T-D FIBER
PROPOSED 18" STORM DRAIN (BY OTHERS)
RELOCATE 16" PVC COB WATER BELOW
PROPOSED 18" STORM DRAIN (BY OTHERS) (5 TOTAL)
RELOCATE 2-2" & 3-4" AT&T-D FIBER OPTIC BELOW
2" SCG GAS
(BY OTHERS)
18" STORM DRAIN
SCG GAS BELOW
RELOCATE 2"
WATER
16" COB
PROPOSED
(BY OTHERS)
PROPOSED 18" STORM DRAIN
FIBER OPTIC BELOW
RELOCATE AT&T-D
(BY OTHERS)
18" STORM DRAIN
FIBER OPTIC BELOW
RELOCATE AT&T-D
(BY OTHERS)
18" STORM DRAIN
BELOW PROPOSED
RELOCATE 2" SCG GAS
BELOW PROPOSED 18" STORM DRAIN
RELOCATE AT&T-D FIBER OPTIC
(BY OTHERS)
PROPOSED 18" STORM DRAIN
RELOCATE 2" SCG GAS BELOW
277
ARTURO VIVAR
C70076
PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPHMOHAWK STPARKER LN1040 1045 10508912346789 1 2
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:40 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
GI ONLY
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
46 47
81 51 52
53
49
50
80
111
POTHOLE No.No.
LEGEND:
POTHOLE LOCATION
W32
31A
30
ROSEDALE Hwy
SCALE: 1" = 50'MOHAWK StPARKER LnSEE SHEET U3-6R/W
R/W
R/W
R/W
R/WR/WR/W
R/WR/W
R/W
"ROS" LINE 90°48'46" 1323.41'
JOINT OVERHEAD (AERIAL)
2" SCG
12kV PG&E ELECTRICAL
AT&T-D FIBER OPTIC
12kV/21kV PG&E ELECTRICAL
2" SCG GAS
UTILITY PLAN
SEGMENT 4
8" SJFM OIL
TOFROM(BY OTHERS)
EQUIPMENT
RELOCATE RR
SJVR21kV PG&E ELECTRICAL
FROMT
O
TO
FROMFROMTOAPPROVED FOR UTILITY WORK ONLY
16" COB WATER
FIBER OPTIC
AT&T-D
(AERIAL) (BY OTHERS)
RELOCATE JOINT OVERHEAD
MH
Swr
21kV PG&E ELECTRICAL
OVERHEAD (AERIAL)
AT&T-D FIBER OPTIC
ADJUST COB WV TO GRADE
(2 TOTAL)
ADJUST COB WV TO GRADE
(BY OTHERS)
MH TO GRADE
ADJUST AT&T-D
111
1
1
1
RELOCATE COB ARV
TO GRADE (BY OTHERS)
ADJUST AT&T-D MH
RELOCATE COB ARV
1 1 1 1
ABANDONED 6" CPC OIL
ABANDONED 4" CPC OIL
ABANDONED SJFM OIL WELL
(3 TOTAL)
TO GRADE
ADJUST COB WV
TO GRADE (BY OTHERS)
ADJUST SCG GAS METER
10" SPC OIL
COB WV & ARV
RELOCATE
1
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE AT&T-D FIBER OPTIC FROMTO2" SCG
(BY OTHERS)
18" STORM DRAIN
BELOW PROPOSED
RELOCATE 2" SCG GAS
JOINT OVERHEAD (AERIAL)
AT&T-D FIBER OPTIC
12kV/21kV PG&E ELECTRICAL
21kV PG&E ELECTRICAL
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E TOFROMELECTRICAL
21kV PG&E
(BY OTHERS)
EQUIPMENT
RAILROAD
RELOCATE
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E TOFROMOPTIC
FIBER
LEVEL 3
(2 TOTAL)
TO GRADE
ADJUST COB WV
FROMTORELOCATE COB BFP
CONSTRUCTION NOTES:
1
2 PROTECT UTILITY POLE
3
STREET LIGHT (BY OTHERS)
RELOCATE PG&E POLE MOUNTED
RELOCATE UTILITY POLE (BY OTHERS)
KINDER MORGAN ENERGY PARTNERS, LP
FIRE DEPARTMENT CONNECTION
CALIFORNIA WATER SERVICE COMPANY
CASING
CHEVRON PIPELINE COMPANY
CITY OF BAKERSFIELD
BLOW OFF VALVE
BROCK MUTUAL WATER COMPANY
BACKFLOW PREVENTION DEVICE
BRIGHT HOUSE NETWORKS
AT&T TRANSCONTINENTAL
AT&T DISTRIBUTION
ABBREVIATIONS:
KM
FDC
CWS
CSG
CPC
COB
BOV
BMW
BFP
BHN
AT&T-T
AT&T-D
WM
VWC
USBR
SPC
SJFM
SCG
PIV
PG&E
NRSD
NKWSD
LEVEL 3
WATER METER
VAUGHN WATER COMPANY
US BUREAU OF RECLAMATION
SHELL PIPELINE COMPANY
SAN JOAQUIN FACILITIES MANAGEMENT, INC.
SOUTHERN CALIFORNIA GAS COMPANY
POST INDICATOR VALVE
PACIFIC GAS & ELECTRIC COMPANY
NORTH RIVER SANITARY DISTRICT
NORTH KERN WATER STORAGE DISTRICT
LEVEL 3 COMMUNICATIONS
1. CONTRACTORS SHALL SCHEDULE CONSTRUCTION
NOTES:
2. LOCATION OF UTILITIES SHOWN ON THESE
PLANS ARE APPROXIMATE AND SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
OPERATION SO THAT UTILITIES ARE KEPT IN
SERVICE AT ALL TIMES.
KNOWN, BASED ON OWNERS FACILITY PLANS.
4. SIZE AND VOLTAGE SHOWN ON PLANS WERE
AT COUNTY OF KERN OFFICE.
ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS
FOR COMPLETE RIGHT-OF-WAY AND ACCURATE 3.
UTILITY OWNERSHIP ON THIS PROJECT:MATCH LINE - SEE SHEET U2-2ABANDONED 6" CPC OIL
(3 TOTAL)
COB WV
4" SCG
FDC AND FH
RELOCATE COB TOFROM(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E
(BY OTHERS)
18" STORM DRAIN
BELOW PROPOSED
RELOCATE 2" SCG
COB WM
ADJUST
ELECTRICAL
12kV PG&E
CONDUIT (BY OTHERS)
INSTALL 4" AT&T-D
WATER - VWC
WATER - NKWSD
WATER - CWS
WATER - COB
WATER - BMW
SEWER - NRSD
OIL - SPC
OIL - SJFM
OIL - KM
OIL - CPC
OIL - ALON USA
NATURAL GAS - SCG
FRIANT KERN CANAL - USBR
FIBER OPTIC - SUNESYS, LLC
FIBER OPTIC - BHN
FIBER OPTIC - AT&T-T
FIBER OPTIC - AT&T-D
ELECTRIC & NATURAL GAS - PG&E
COMMUNICATIONS - VERIZON
COMMUNICATIONS - LEVEL 3
MINIMUM 48" ADA SIDEWALK CLEARANCE.
PROVIDED THAT INSTALLATION MAINTAINS THE
PLACED WITHIN THE BACK OF THE SIDEWALK
DOES NOT EXIST SAID IMPROVEMTNS MAY BE
IN THE EVENT THAT APPROPRIATE RIGHT OF WAY
BACK OF SIDEWALK WITHIN STREET RIGHT OF WAY.
RELOCATION OF COB FH IS TO BE PLACED BEHIND5. FROMTO16" PVC COB WATER
18" STORM DRAIN(BY OTHERS)
OPTIC BELOW PROPOSED
RELOCATE 0.5" AT&T-D FIBER
PROPOSED 18" STORM DRAIN (BY OTHERS)
RELOCATE 16" PVC COB WATER BELOW
PROPOSED 18" STORM DRAIN (BY OTHERS) (5 TOTAL)
RELOCATE 2-2" & 3-4" AT&T-D FIBER OPTIC BELOW
2" SCG GAS
(BY OTHERS)
18" STORM DRAIN
SCG GAS BELOW
RELOCATE 2"
WATER
16" COB
PROPOSED
(BY OTHERS)
PROPOSED 18" STORM DRAIN
FIBER OPTIC BELOW
RELOCATE AT&T-D
(BY OTHERS)
18" STORM DRAIN
FIBER OPTIC BELOW
RELOCATE AT&T-D
(BY OTHERS)
18" STORM DRAIN
BELOW PROPOSED
RELOCATE 2" SCG GAS
BELOW PROPOSED 18" STORM DRAIN
RELOCATE AT&T-D FIBER OPTIC
(BY OTHERS)
PROPOSED 18" STORM DRAIN
RELOCATE 2" SCG GAS BELOW
277r
PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPHMOHAWK STPARKER LN1040 1045 10508912346789 1 2
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:41 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
GI ONLY
ARTURO VIVAR
C70076
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK rU4-1REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
46 47
81 51 52
53
49
50
80
111
POTHOLE No.No.
LEGEND:
POTHOLE LOCATION
W32
31A
30
SCALE: 1" = 50'
U4-2MATCH LINE - SEE ABOVEUTILITY PLAN
SEGMENT 4
NOTES:
2.
1.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
FOR GENERAL NOTES AND LEGEND SEE SHEET U2-1.
APPROVED FOR UTILITY WORK ONLY
CONSTRUCTION NOTES:
1
2 PROTECT UTILITY POLE
3
STREET LIGHT (BY OTHERS)
RELOCATE PG&E POLE MOUNTED
RELOCATE UTILITY POLE (BY OTHERS)LANDCO DrR/W R/W
R/W
R/W
2" SCG
AT&T-D FIBER OPTIC
21kV PG&E ELECTRICALFROMTOFROM (BY OTHERS)
RELOCATE PG&E OVERHEAD (AERIAL)
21kV PG&E ELECTRICAL
21kV PG&E ELECTRICAL
TOFROMFROMTO(BY OTHERS)
MH TO GRADE
AJUST AT&T-D
WATER
12" COB TOFROMCOB WM
RELOCATE
GRADE (2 TOTAL)
ADJUST COB WV TO
COB FH
RELOCATE
COB PIV
RELOCATE RELOCATE COB WV
RELOCATE COB FH
1
RELOCATE COB FH
22
COB WATER
12" ACP
TO GRADE
ADJUST COB WV
(BY OTHERS)
TO GRADE
ADJUST AT&T-D MH
1
(2 TOTAL)
COB BFP
RELOCATE
OPTIC (4 TOTAL)
1.5" AT&T-T FIBER
ROSEDALE Hwy "ROS" LINE
RELOCATE FH
OPTIC (4 TOTAL)
1.5" AT&T-T FIBER
FROMTO2
COB FDC
RELOCATE
COB WATER
12" ACP
ADJUST COB WV
RELOCATE COB WM
TOFAIRHAVEN DrR/W R/WR/WR/W
R/W
"ROS" LINE
AT&T-D FIBER OPTIC
(PROTECT)
PG&E TRANSFORMER
GAS
2" PG&E
3" PG&E GAS
T OFROM
FROMTOFROMT
OFROMTOFROMGAS
1" PG&E
ADJUST WM TO GRADE
TOCOB WATER
10" ACP
10" ACP COB WATER
PROTECT WV
(BY OTHERS)
ADJUST AT&T-D MH TO GRADE
PROTECT COB FH
RELOCATE COB FH
WV TO GRADE
ADJUST COB
TO GRADE
ADJUST COB WV
TO GRADE
ADJUST COB WV
COB WM
RELOCATE
COB WV (3 TOTAL)
18" STORM DRAIN (BY OTHERS)
FIBER OPTIC BELOW PROPOSED
RELOCATE AT&T-D
RELOCATE COB FH
PG&E ELECTRIC VAULT
12kV PG&E ELECTRICAL
10" ACP COB WATER
ROSEDALE Hwy
R/W R/W
1/2" PG&E GASTOFROM AT&T-D FIBER OPTIC
OPTIC
FIBER
AT&T-D
12" ACP COB WATER
(4 TOTAL)
GRADE
WV TO
COB
ADJUST
COB FH
RELOCATE TO GRADE
ADJUST COB WV
WM TO GRADE
ADJUST COB
ADJUST COB WM TO GRADE
(BY OTHERS)
TO GRADE
GAS VALVE
ADJUST PG&E
JOINT OVERHEAD (AERIAL)
AT&T-D FIBER OPTIC
12kV PG&E ELECTRICAL
(2 TOTAL)
WV TO GRADE
ADJUST COB
R/W
3" PG&E GAS
COB WM
RELOCATE TOCOB FH
RELOCATE
1" PG&E GAS
TOFROMTOFROM1/2" PG&E GASFROM(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE JOINT
TO GRADE
ADJUST COB WV
COB FH
RELOCATE
JOINT OVERHEAD (AERIAL)
AT&T-D FIBER OPTIC
12kV PG&E ELECTRICAL
COB WM
RELOCATE
BFP AND WM
RELOCATE COB
ELECTRICAL
12kV PG&E PROTECT BFP
(3 TOTAL)
ADJUST COB WV TO GRADE
RELOCATE COB FH
COB WATER
10" ACP
COB WATER
10" ACP
R/W
TO GRADE
ADJUST WV
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E
R/W
TO GRADE
ADJUST WV
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E
1/2" PG&E GAS FROMTO1/2" PG&E GAS FROMTOTOFROM(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E
12kV PG&E ELECTRICAL
OPTIC
AT&T-T FIBER
COB WATER
10" ACP
GAS
3/4" PG&E
GAS
3/4" PG&E
R/W
GAS
3/4" PG&E
TOFROMRELOCATE COB FHRELOCATE COB FH TOFROM(BY OTHERS)
ELECTRICAL VAULT
RELOCATE PG&ETOFROMMATCH LINE - SEE BELOWMATCH LINE - SEE SHEET U4-1TO GRADE
ADJUST COB WM
TO GRADE
ADJUST COB WM MATCH LINE - SEE SHEET U4-3(BY OTHERS)
Abn 4" CPC OIL
TO GRADE
ADJUST COB WM
2" SCG GAS
18" STORM DRAIN
BELOW PROPOSED
RELOCATE 16" CWS WATER
WV TO GRADE
ADJUST COB
18" STORM DRAIN
BELOW PROPOSED
FIBER OPTIC
RELOCATE AT&T-D
R/W
(BY OTHERS)
TO GRADE
ADJUST AT&T-D MH
(2 TOTAL) (BY OTHERS)
ADJUST AT&T-D MH TO GRADE
WV TO GRADE
ADJUST COB
(2 TOTAL)
TO GRADE
ADJUST COB WV
(BY OTHERS)
RELOCATE 12kV PG&E
FRO
M TOMETER TO GRADE (BY OTHERS)
ADJUST PG&E ELECTRICAL
POLE (BY OTHERS)
INSTALL PG&E UTILITY
TO GRADE (BY OTHERS)
ADJUST AT&T-T MH
ADJUST COB WM TO GRADE
AND SAMPLE PORT
RELOCATE COB WM
2
278
04/01/151
SEE C-SHEETS
Beg 6" Conc CAP DETAIL
1
SEE C-SHEETS
Beg 6" Conc CAP DETAIL
1
6" Conc CAP
ELECTRICAL
12kV PG&E
P P P P
DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
LANDCO RD1055 1060346789 1 2 3 4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:42 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
ARTURO VIVAR
C70076
CONFORMED SET04/01/150
366
GI
GI
NO GI
FP P
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ROSEDALE HWY
NO GI NO GI
GI
1065 1070 107567891234 6 7
11
1
1
1
11
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
57
83 59
60
54
55 82
112
61
113B84
113A
6262
DS17B
SCALE: 1" = 50'MATCH LINE - SEE ABOVEUTILITY PLAN
SEGMENT 4
NOTES:
2.
1.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
FOR GENERAL NOTES AND LEGEND SEE SHEET U2-1.
APPROVED FOR UTILITY WORK ONLY
CONSTRUCTION NOTES:
1
2 PROTECT UTILITY POLE
3
STREET LIGHT (BY OTHERS)
RELOCATE PG&E POLE MOUNTED
RELOCATE UTILITY POLE (BY OTHERS)LANDCO DrR/W R/W
R/W
R/W
2" SCG
AT&T-D FIBER OPTIC
21kV PG&E ELECTRICALFROMTOFROM (BY OTHERS)
RELOCATE PG&E OVERHEAD (AERIAL)
21kV PG&E ELECTRICAL
21kV PG&E ELECTRICAL
TOFROMFROMTO(BY OTHERS)
MH TO GRADE
AJUST AT&T-D
WATER
12" COB TOFROMCOB WM
RELOCATE
GRADE (2 TOTAL)
ADJUST COB WV TO
COB FH
RELOCATE
COB PIV
RELOCATE
RELOCATE COB WV
RELOCATE COB FH
1
RELOCATE COB FH
22
COB WATER
12" ACP
TO GRADE
ADJUST COB WV
(BY OTHERS)
TO GRADE
ADJUST AT&T-D MH
1
(2 TOTAL)
COB BFP
RELOCATE
OPTIC (4 TOTAL)
1.5" AT&T-T FIBER
ROSEDALE Hwy "ROS" LINE
RELOCATE FH
OPTIC (4 TOTAL)
1.5" AT&T-T FIBER
FROMTO2
COB FDC
RELOCATE
COB WATER
12" ACP
ADJUST COB WV
RELOCATE COB WM
TOFAIRHAVEN DrR/W R/WR/WR/W
R/W
"ROS" LINE
AT&T-D FIBER OPTIC
(PROTECT)
PG&E TRANSFORMER
GAS
2" PG&E
3" PG&E GAS
T OFROM
FROMTOFROMT
OFROMTOFROMGAS
1" PG&E
ADJUST WM TO GRADE
TOCOB WATER
10" ACP
10" ACP COB WATER
PROTECT WV
(BY OTHERS)
ADJUST AT&T-D MH TO GRADE
PROTECT COB FH
RELOCATE COB FH
WV TO GRADE
ADJUST COB
TO GRADE
ADJUST COB WV
TO GRADE
ADJUST COB WV
COB WM
RELOCATE
COB WV (3 TOTAL)
18" STORM DRAIN (BY OTHERS)
FIBER OPTIC BELOW PROPOSED
RELOCATE AT&T-D
RELOCATE COB FH
PG&E ELECTRIC VAULT
12kV PG&E ELECTRICAL
10" ACP COB WATER
ROSEDALE Hwy
R/W R/W
1/2" PG&E GASTOFROM AT&T-D FIBER OPTIC
OPTIC
FIBER
AT&T-D
12" ACP COB WATER
(4 TOTAL)
GRADE
WV TO
COB
ADJUST
COB FH
RELOCATE TO GRADE
ADJUST COB WV
WM TO GRADE
ADJUST COB
ADJUST COB WM TO GRADE
(BY OTHERS)
TO GRADE
GAS VALVE
ADJUST PG&E
JOINT OVERHEAD (AERIAL)
AT&T-D FIBER OPTIC
12kV PG&E ELECTRICAL
(2 TOTAL)
WV TO GRADE
ADJUST COB
R/W
3" PG&E GAS
COB WM
RELOCATE TOCOB FH
RELOCATE
1" PG&E GAS
TOFROMTOFROM1/2" PG&E GASFROM(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE JOINT
TO GRADE
ADJUST COB WV
COB FH
RELOCATE
JOINT OVERHEAD (AERIAL)
AT&T-D FIBER OPTIC
12kV PG&E ELECTRICAL
COB WM
RELOCATE
BFP AND WM
RELOCATE COB
ELECTRICAL
12kV PG&E PROTECT BFP
(3 TOTAL)
ADJUST COB WV TO GRADE
RELOCATE COB FH
COB WATER
10" ACP
COB WATER
10" ACP
R/W
TO GRADE
ADJUST WV
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E
R/W
TO GRADE
ADJUST WV
(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E
1/2" PG&E GAS FROMTO1/2" PG&E GAS FROMTOTOFROM(BY OTHERS)
OVERHEAD (AERIAL)
RELOCATE PG&E
12kV PG&E ELECTRICAL
OPTIC
AT&T-T FIBER
COB WATER
10" ACP
GAS
3/4" PG&E
GAS
3/4" PG&E
R/W
GAS
3/4" PG&E
TOFROMRELOCATE COB FHRELOCATE COB FH TOFROM(BY OTHERS)
ELECTRICAL VAULT
RELOCATE PG&ETOFROMMATCH LINE - SEE BELOWMATCH LINE - SEE SHEET U4-1TO GRADE
ADJUST COB WM
TO GRADE
ADJUST COB WM MATCH LINE - SEE SHEET U4-3(BY OTHERS)
Abn 4" CPC OIL
TO GRADE
ADJUST COB WM
2" SCG GAS
WV TO GRADE
ADJUST COB
18" STORM DRAIN
BELOW PROPOSED
FIBER OPTIC
RELOCATE AT&T-D
R/W
(BY OTHERS)
TO GRADE
ADJUST AT&T-D MH
(2 TOTAL) (BY OTHERS)
ADJUST AT&T-D MH TO GRADE
WV TO GRADE
ADJUST COB
(2 TOTAL)
TO GRADE
ADJUST COB WV
(BY OTHERS)
RELOCATE 12kV PG&E
FRO
M TOMETER TO GRADE (BY OTHERS)
ADJUST PG&E ELECTRICAL
POLE (BY OTHERS)
INSTALL PG&E UTILITY
TO GRADE (BY OTHERS)
ADJUST AT&T-T MH
ADJUST COB WM TO GRADE
AND SAMPLE PORT
RELOCATE COB WM
2
278r
06/10/151
SEE C-SHEETS
Beg 6" Conc CAP DETAIL
2
SEE C-SHEETS
Beg 6" Conc CAP DETAIL
ELECTRICAL
12kV PG&E
18" STORM DRAIN
2' (Min) BELOW PROPOSED
RELOCATE 16" CWS WATER
REVISED SHEET
08/12/152 6" Conc CAP
STORM DRAIN AND WATERLINE CONFLICT RESOLUTION
2
2
RELOCATE COB WM
TOFROM1
P P P P
DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
LANDCO RD1055 1060346789 1 2 3 4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:43 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
GI
GI
NO GI
FP P
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ROSEDALE HWY
NO GI NO GI
GI
1065 1070 107567891234 6 7
ARTURO VIVAR
C70076
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
11
1
1
1
11
1
rU4-2REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
57
83 59
60
54
55 82
112
61
113B84
113A
6262
DS17B
SCALE: 1" = 50'
U4-3
ROSEDALE Hwy
GIBSON StR/W R/W
R/W R/WR/WR/WR/WR/W"ROS" LINE
AT&T-D FIBER OPTIC
AT&T-D FIBER OPTIC
BHN FIBER OPTIC
AT&T-D FIBER OPTIC
VAULT
PG&E ELECTRICAL
VAULT
PG&E ELECTRICAL
WV FH
WV
VAULT
PG&E ELECTRICAL
FH
12kV PG&E ELECTRICAL
12kV PG&E ELECTRICAL
3" PG&E GAS
12kV PG&E ELECTRICAL
3" PG&E GAS
OPTIC (4 TOTAL)
1.5" AT&T-T FIBER
UTILITY PLAN
SEGMENT 4CAMINO DEL RIO CTFROMTOPG&E VAULT (2 TOTAL)
APPROVED FOR UTILITY WORK ONLY
12" ACP COB WATER
COB WATER
10" ACP
2" VERIZON FIBER OPTIC 12" ACP COB WATER
2" VERIZON FIBER OPTIC
12kV PG&E ELECTRICAL
GAS
3" PG&E
COB WV (4 TOTAL)
(5 TOTAL)
TO GRADE
ADJUST COB WV
RELOCATE COB FHTOFROMCOB FH
RELOCATE
WV TO GRADE
ADJUST COB
MATCH LINE - SEE SHEET U4-2(BY OTHERS)
MH TO GRADE
ADJUST AT&T-T RELOCATE VERIZON PB
AT&T-D FIBER OPTIC
279
08/12/151 6" Conc CAP
SEE C-SHEETS
END 6" Conc CAP DETAIL1
ARTURO VIVAR
C70076
FP
P
FP
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPHGIBSON STU/C
108089 1 2 3 4 61085
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:44 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONSTRUCTION NOTES:
1
2 PROTECT UTILITY POLE
3
STREET LIGHT (BY OTHERS)
RELOCATE PG&E POLE MOUNTED
RELOCATE UTILITY POLE (BY OTHERS)
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
64
65
63
85
114
SCALE: 1" = 50'
ROSEDALE Hwy
GIBSON StR/W R/W
R/W R/WR/WR/WR/WR/W"ROS" LINE
AT&T-D FIBER OPTIC
AT&T-D FIBER OPTIC
BHN FIBER OPTIC
AT&T-D FIBER OPTIC
VAULT
PG&E ELECTRICAL
VAULT
PG&E ELECTRICAL
WV FH
WV
VAULT
PG&E ELECTRICAL
FH
12kV PG&E ELECTRICAL
12kV PG&E ELECTRICAL
3" PG&E GAS
12kV PG&E ELECTRICAL
3" PG&E GAS
OPTIC (4 TOTAL)
1.5" AT&T-T FIBER
UTILITY PLAN
SEGMENT 4CAMINO DEL RIO CTFROMTOPG&E VAULT (2 TOTAL)
APPROVED FOR UTILITY WORK ONLY
12" ACP COB WATER
COB WATER
10" ACP
2" VERIZON FIBER OPTIC 12" ACP COB WATER
2" VERIZON FIBER OPTIC
12kV PG&E ELECTRICAL
GAS
3" PG&E
COB WV (4 TOTAL)
(5 TOTAL)
TO GRADE
ADJUST COB WV
RELOCATE COB FH
1TOFROMCOB FH
RELOCATE
WV TO GRADE
ADJUST COB
MATCH LINE - SEE SHEET U4-2(BY OTHERS)
MH TO GRADE
ADJUST AT&T-T RELOCATE VERIZON PB
AT&T-D FIBER OPTIC
279r
08/12/151 6" Conc CAP
SEE C-SHEETS
END 6" Conc CAP DETAIL
REVISED SHEET
FP
P
FP
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPHGIBSON STU/C
108089 1 2 3 4 61085
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:44 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
STREET LIGHT (BY OTHERS)
RELOCATE PG&E POLE MOUNTED
CONSTRUCTION NOTES:
RELOCATE UTILITY POLE (BY OTHERS)
PROTECT UTILITY POLE
1
2
3
ARTURO VIVAR
C70076
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rU4-3REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
64
65
63
85
114
SCALE: 1" = 50'
U4-4
1. CONTRACTORS SHALL SCHEDULE CONSTRUCTION
NOTES:
OPERATION SO THAT UTILITIES ARE KEPT IN
SERVICE AT ALL TIMES.
SIZE NORTHING EASTING
16"
2"
TYPE ELEVATION
TOP OF PIPE
2"
393.35
1"
UTILITY PLAN
SEGMENT 4
2"STEEL GAS
PVC FIBER OPTIC
DIP WATER
STEEL GAS
PVC FIBER OPTIC
2"STEEL GAS
PVC FIBER OPTIC
STEEL GAS
STEEL GAS
14"W X 12"H
14"W X 11"H
3"
3"
3"
PVC FIBER OPTIC
STEEL GAS
14"W X 10"H
STEEL GAS
14"W X 12"H
PVC ELECTRIC
12"W X 6"H
STEEL GAS
391.85
390.67
393.58
389.29
396.67
397.23
396.45
397.23
396.82
396.32
396.27
391.31
394.67
396.16
396.39
396.70
397.76
398.88
398.59
(4) 1.5"
(2) 4"
(2) 4"
(2) 4"
(4) 1.5"
(2) 6"
81
51
49
50
53
57
59
60
84
61
62
63
64
65
85
82
UTILITY ELEVATION
396.18
396.52
396.67
396.50
397.29
398.59
399.87
400.90
400.90
400.90
400.90
400.52
399.73
399.17
399.32
401.06
400.95
401.34
401.38
402.34
SURFACE UTILITY
AT&T-D
CWS
AT&T-D
SCG
DEPTH
SCG
AT&T-T
SCG
SCG
SCG
CWS
AT&T-D
AT&T-D
AT&T-T
PG&E
PG&E
AT&T-D
AT&T-D
PG&E
AT&T-D
PG&E
TRANSITE PIPE UNKNOWN
2327524 6246619
2327529 6246311
2327529 6246311
2327529 6246311
2327529 6246311
2327540 6245696
2327566 6246049
2327552 6244883
2327559 6244880
2327423 6246650
2327449 6244892
2327452 6244811
34"
56"
72"
35"
96"
23"
41"
44"
44"
49"
55"
51"
101"
54"
42"
56"
51"
43"
30"
45"
2327451 6244517
2327463 6246927
2327512 6247466
2327452 6247790
2327504 6247999
2327402 6247986
2327408 6247992
2327445 6248262
APPROVED FOR UTILITY WORK ONLY
3"STEEL GAS 399.68 403.76PG&E 49"114 62486282327437
3"STEEL GAS 395.54 399.62PG&E 49"2327463 6246927113B
395.90 399.2323274416245690 91"112 (2) 4"AT&T-D PVC FIBER OPTIC
391.26
391.601/2"
PVC FIBER OPTIC
PVC FIBER OPTIC
46
47
(2)2" (3)4"394.68
395.18
AT&T-D
AT&T-D
2327560 6244085
2327572 6244096
41"
43"
80
392.183"STEEL OIL 396.10SJFM23274436244141 47"
50"
47"
45"
SJFM
STEEL OILSJFM
STEEL OILSJFM
396.10
396.10
396.10
391.93
392.18
392.35
2327443 6244141
2327443 6244141
2327443 6244141
2"
3"
4"
3"STEEL OILSJFM
111
4"STEEL OILSJFM
3"STEEL OILSJFM
2"SJFM
17"
17"
17"
18"
395.75
395.75
395.75
395.75
394.33
394.33
394.33
394.25
2327593 6244367
2327593 6244367
2327593 6244367
2327593 6244367
394.11 398.53AT&T-D 2327520 6246882 53"113A 14"W X 12"H
2"STEEL GAS 392.2052 396.70SCG23274506244862 54"
16"DIP WATER 393.0555 398.13CWS23275506245507 61"
14"W X 12"H
2"STEEL GAS
391.83
392.79
54
397.66
397.66
AT&T-D
SCG
2327541 6245508
2327541 6245508
70"
58.5"
83
Conc CSG FIBER OPTIC
Conc CSG FIBER OPTIC
Conc CSG FIBER OPTIC
Conc CSG FIBER OPTIC
Conc CSG FIBER OPTIC
Conc CSG FIBER OPTIC
Conc CSG FIBER OPTIC
PH#
POTHOLE TABLE
2327489 6243966 397.88 85"
W31A SCG 2327465 6244003 395.13 57"
W32 2327450 6244018 394.51 82"
390.80
390.38
381.49
2"STEEL
16"PVC WATERCWS
ZONE V, 1983 NAD
2. CALIFORNIA COORDINATE SYSTEM (CCS 83), W30 18"SD CONCRETE STORM DRAIN 2327465 6244003 392.46 395.13 32"
DS17B
OIL
OIL
AT&T-T PVC FIBER OPTIC(8)2"
280
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:45 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
ARTURO VIVAR
C70076
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
APPROVED FOR UTILITY INFORMATION ONLY
SEGMENT 4
STATION
UTILITY QUANTITIES
UQ4-1
"ROS" 1038+15 TO GRADEADJUST WATER METER EA TO GRADEADJUST WATER VALVE EA EA EA EA EAWATER METERRELOCATE WATER VALVERELOCATE FIRE HYDRANTRELOCATEVALVE TO GRADEADJUST BLOW OFF3
"ROS" 1039+20
"ROS" 1039+60
"ROS" 1039+92
"ROS" 1039+90
"ROS" 1052+30
"ROS" 1052+52
"ROS" 1052+55
1
1
1
2
1
2 FLOW PREVENTERRELOCATE BACKEA
1
"ROS" 1052+57 1
"ROS" 1054+50 11
"ROS" 1054+60 1
"ROS" 1056+00 CONNECTION DEPARTMENT RELOCATE FIREEA
1
"ROS" 1056+01 INDICATOR VALVERELOCATE POST1
"ROS" 1056+02 2
2
TOTAL
"ROS" 1057+05
"ROS" 1056+95
1
"ROS" 1060+30 11
"ROS" 1063+70 11
"ROS" 1065+22 1
"ROS" 1065+30 6
"ROS" 1066+05 11
"ROS" 1066+15 1
"ROS" 1067+15 1
"ROS" 1067+22 11
"ROS" 1068+45 1
"ROS" 1069+90 1
"ROS" 1069+92 11
"ROS" 1071+08 1
"ROS" 1072+15 111
"ROS" 1072+90 3 2
"ROS" 1075+55 1
"ROS" 1076+25 12
"ROS" 1076+30 1
"ROS" 1077+40 1
"ROS" 1078+05 11
"ROS" 1078+30 1
"ROS" 1078+45 5
6 35 5 5 12 4 1 1
EA EA EA
2 1
1
1
1
1
1 RELOCATE AIR VALVEWATER APPURTENANCES
281
VALVERELOCATE BLOW-OFF CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:46 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
ARTURO VIVAR
C70076
CONFORMED SET04/01/150
366
REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
APPROVED FOR CONSTRUCTION AREA SIGN WORK ONLY
CAS (ONE POST)
PCMS
LEGEND:
NOTES:
NO SCALE CS4-1
SIGN CODE
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
LETTER
SIGN
FEDERAL CALIFORNIA
PANEL
SIZE
(IN)SIGNS
# OF
A
B
C
D
TOTAL
W20-1
W20-1
G20-2
48x48
36x36
36x18
36x18
SIGN MESSAGE
ROAD WORK AHEAD
ROAD WORK AHEAD
END ROAD WORK
ROAD WORK NEXT 5 MILES
TRAFFIC FINES DOUBLED
IN CONSTRUCTION ZONESEC40108x42
G20-1 (5)
2
13
2
2
2
38
& SIZE
# OF POST
1-6"x6"
1-4"x6"
1-4"x4"
2-6"x8"
Cross Valley River
Kern RiverVERDUGO LnROSEDALE Hwy COFFEE RdFRUITVALE AveALLEN RdJEWETTA AveBRIMHALL Rd CALLOWAY DrROSEDALE Hwy
OAK StAveTRUXTUN Ave To FresnoBNSF RR
BNSF RR
SR-99SR-58
CALIFORNIASJVREJWyE.O
T CAMINO DEL RIO CtGIBSON StW.CAL
L
O
WAYCANAL
F
RI
A
NT
PATTON WyKERN
CANALCOUNTY
KERN
800 850 900 950 1000 1050
B
B B B
B
BBBBB
B
D
A
EC
A
C
E
Lo
s An
g
e
l
e
sTo
PCMS
PCMSDLANDCO DrBFAIRHAVEN DrPARKER LnMOHAWK StB B
B BCANAL
CALL WAYX
CONSTRUCTION AREA SIGNSa PRIOR TO STREET CLOSURE.
3. THE PCMS SHOULD BE INSTALLED AND TURNED ON SEVEN (7) DAYS
2. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE TRAFFIC HANDLING PLANS.
EXACT LOCATION TO BE DETERMINED BY THE ENGINEER.
1. LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE.
COUNTY
KERN
BAKERSFIELD
CITY OF
CONSTRUCTION AREA SIGN LETTER
TRAFFIC DIRECTION
PORTABLE CHANGABLE MESSAGE SIGN
CAS (TWO POST)
282
C77745
SETH LIEDY
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:47 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
NO SCALE
MOTORIST INFORMATION PLAN
MI4-1
SEGMENT 4
TRAFFIC HANDLING PLANS.AND
CONSTRUCTION AREA SIGN PLANS AND STAGE CONSTRUCTION
FOR ADDITIONAL CONSTRUCTION AREA SIGNS AND DETAILS, SEE
1.
2.
3.
4.
5.
6.DETOUR SIGNS SHALL BE COVERED WHEN NOT IN USE.
DIRECTED BY THE ENGINEER.
REMOVE OR COVER ALL CONFLICTING EXISTING SIGNING AS
INTERSECTION UNLESS OTHERWISE NOTED.
SIGNS SHALL BE APPROXIMATELY 50 FEET AWAY FROM THE
GENERAL NOTES:
LOCATIONS WILL BE DETERMINED BY ENGINEER.
MOTORIST INFORMATION SHEETS ARE APPROXIMATE ONLY. EXACT
LOCATIONS OF CONSTRUCTION AREA SIGNS AND PCMS SHOWN ON
ROADSIDE SIGN GUIDELINES.
PLANS AND CALTRANS STRUCTURAL DESIGN AID OVERHEAD AND
SIGN POST SIZE SHALL BE BASED ON THE CALTRANS STANDARD
M3-3EAST
DETOUR
M3-3AINROFILAC
AINROFILAC
M4-10R
DETOUR SC3-1(CA)
DETOUR
M4-10R
58
AINROFILAC
99 G28-2(99)(CA)
1
M3-3EAST
AINROFILAC
58
AINROFILAC
99 G28-2(99)(CA)
2
M4-10L
DETOUR
3
WEST
58 G28-2(58)(CA)
G28-2(58)(CA)G28-2(58)(CA)
M3-3
AINROFILAC
4
WEST
58 G28-2(58)(CA)
M4-10L
DETOUR
M3-3
AINROFILAC
5
WEST
58 G28-2(58)(CA)
(NOTES AND DETAILS)
C77745
SETH LIEDY
283
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:48 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MI4-1
TRAFFIC HANDLING PLANS.AND
CONSTRUCTION AREA SIGN PLANS AND STAGE CONSTRUCTION
FOR ADDITIONAL CONSTRUCTION AREA SIGNS AND DETAILS, SEE
1.
2.
3.
4.
5.
6.DETOUR SIGNS SHALL BE COVERED WHEN NOT IN USE.
DIRECTED BY THE ENGINEER.
REMOVE OR COVER ALL CONFLICTING EXISTING SIGNING AS
INTERSECTION UNLESS OTHERWISE NOTED.
SIGNS SHALL BE APPROXIMATELY 50 FEET AWAY FROM THE
GENERAL NOTES:
LOCATIONS WILL BE DETERMINED BY ENGINEER.
MOTORIST INFORMATION SHEETS ARE APPROXIMATE ONLY. EXACT
LOCATIONS OF CONSTRUCTION AREA SIGNS AND PCMS SHOWN ON
ROADSIDE SIGN GUIDELINES.
PLANS AND CALTRANS STRUCTURAL DESIGN AID OVERHEAD AND
SIGN POST SIZE SHALL BE BASED ON THE CALTRANS STANDARD
EAST
DETOUR
AINROFILAC
AINROFILAC
DETOUR
DETOUR
58
AINROFILAC
99
1
EAST
AINROFILAC
58
AINROFILAC
99
2
DETOUR
3
WEST
58 AINROFILAC
4
WEST
58
DETOUR
AINROFILAC
5
WEST
58
C77745
SETH LIEDY
283r
1
2
03/30/15 RFI #2 REVISIONS
RFI #122 REVISIONS07/16/15
DETOUR
AINROFILAC
6
EAST
58
4"x 6" WOOD POST
2
SC3-1(CA) (36" x 12")
M3-3 (24" x 12")
G28-2(58)(CA) (21" x 18")
M4-9R (30" x 24")M4-9L (30" x 24")
(30" x 24")
M4-9R
M4-9L (30" x 24")
(36" x 12")
SC3-1(CA)
M3-3 (24" x 12")M3-3 (24" x 12")
M3-3 (24" x 12")M3-3 (24" x 12")M3-3 (24" x 12")(21" x 18")
G28-2(58)(CA)
(21" x 18")
G28-2(58)(CA)
(21" x 18")
G28-2(58)(CA)
(21" x 18")
G28-2(58)(CA)
(21" x 18")
G28-2(58)(CA)
(21" x 18")
G28-2(99)(CA)
(21" x 18")
G28-2(99)(CA)
4"x 6" WOOD POST4"x 6" WOOD POST4"x 6" WOOD POST4"x 6" WOOD POST4"x 6" WOOD POST
MOTORIST INFORMATION PLAN
(NOTES AND DETAILS)
SEGMENT 4
NO SCALE
REVISED SHEET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:48 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
Hwy 99BAKERSFIELD
BAKERSFIELD
KERN COUNTY
A
A
SHOULD READ:
CLOSURE PCMS MESSAGE
ONE WEEK IN ADVANCE OF
PCMS MESSAGE SHOULD READ:
DURING CLOSURE
1st PHASE
1st PHASE
USE
2nd PHASE
//
//
TO
YY
YY
MM DD
MM DD
SHOULD READ:
CLOSURE PCMS MESSAGE
ONE WEEK IN ADVANCE OF
PCMS MESSAGE SHOULD READ:
DURING CLOSURE
1st PHASE
1st PHASE
USE
2nd PHASE
//
//
TO
YY
YY
MM DD
MM DD
PORTABLE CHANGEABLE MESSAGE SIGN
DIRECTION OF TRAFFIC
#
LEGEND:
PCMS
A PCMS SIGN NUMBER
PCMS A
PCMS A
PCMS
PCMS
(DETOUR LAYOUT)
NO SCALE
MOTORIST INFORMATION PLAN
(STAGE 1A)
MI4-2
SEGMENT 4
PCMS A
PCMS A
CROSS VALLEY CANAL
KERN RIVERLANDCO DrCANALCALLOWAY
SJVRPARKER LnFRUITVALE AveBNSF RR
21st St
24th St
OAK StBNSF RR
CALIFORNIA Ave
REAL RdTRUXTUN AveMOHAWK StFNBT
A
FSBT
FSBT
FEBT
FNBT
FEBT
B
FNBT
B
2
1
4
4
2
4
4BUCK OWENS Blvd2
3
1
42
3
2
3
4
5
DETOUR SIGN
NOTES THIS SHEET:
1.
ATW
CLOSED
DETOUR
AHEAD
58
LANDCO
2nd PHASE
ATW
CLOSED
58
LANDCO
2.
ATE
CLOSED
DETOUR
AHEAD
58
PARKER
2nd PHASE
ATE
CLOSED
58
PARKER
B
B
PCMS
LIMITS OF FULL CLOSURE (WEEKEND)
SIGN NUMBER (SEE SHEET MI4-1)
C77745
SETH LIEDY
284
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:49 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CLOSED
(WB/EB 58)
ROSEDALE Hwy
ROSEDALE Hwy
Hwy 99BAKERSFIELD
BAKERSFIELD
KERN COUNTY
A
A
SHOULD READ:
CLOSURE PCMS MESSAGE
ONE WEEK IN ADVANCE OF
PCMS MESSAGE SHOULD READ:
DURING CLOSURE
1st PHASE
1st PHASE
USE
2nd PHASE
//
//
TO
YY
YY
MM DD
MM DD
SHOULD READ:
CLOSURE PCMS MESSAGE
ONE WEEK IN ADVANCE OF
PCMS MESSAGE SHOULD READ:
DURING CLOSURE
1st PHASE
1st PHASE
USE
2nd PHASE
//
//
TO
YY
YY
MM DD
MM DD
PORTABLE CHANGEABLE MESSAGE SIGN
DIRECTION OF TRAFFIC
#
LEGEND:
PCMS
A PCMS SIGN NUMBER
PCMS A
PCMS A
PCMS
PCMS
(DETOUR LAYOUT)
NO SCALE
MOTORIST INFORMATION PLAN
(STAGE 1A)
SEGMENT 4
PCMS A
PCMS A
FNBT
A
FSBT
FSBT
FEBT
FNBT
FEBT
B
FNBT
B
2
1
4
4
2
4
4BUCK OWENS Blvd2
3
1
42
3
2
3
4
5
DETOUR SIGN
NOTES THIS SHEET:
1.
ATW
CLOSED
DETOUR
AHEAD
58
LANDCO
2nd PHASE
ATW
CLOSED
58
LANDCO
2.
ATE
CLOSED
DETOUR
AHEAD
58
PARKER
2nd PHASE
ATE
CLOSED
58
PARKER
B
B
PCMS
LIMITS OF FULL CLOSURE (WEEKEND)
SIGN NUMBER (SEE SHEET MI4-1)
C77745
SETH LIEDY
284r
REVISED SHEET
1 07/15/15 RFI #122 REVISIONS
6
PCMSB
FSBT
FRUITVALE AveCANALCALLOWAY
BNSF RR PARKER LnSJVRLANDCO DrCROSS VALLEY CANAL
KERN RIVER
MOHAWK StTRUXTUN Ave
CALIFORNIA Ave
BNSF RR
REAL Rd21st St
OAK St24th St
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:49 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK MI4-2rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CLOSED
(WB/EB 58)
ROSEDALE Hwy
APPROVED FOR STAGE CONSTRUCTION WORK ONLY MATCH LINE - SEE BELOWMATCH LINE - SEE BELOWMATCH LINE - SEE ABOVEMATCH LINE - SEE ABOVESTAGE CONSTRUCTION INDEX
(STAGE 1A)
SEGMENT 4
SCALE: 1" = 100'
DIRECTION OF TRAVEL
(TYPE AS NOTED ON SHEET)
AREA THIS STAGE
OVERNIGHT/WEEKEND CONSTRUCTION
WORK AREA THIS STAGE AND SEGMENT
PAVEMENT BETWEEN MOHAWK St AND SHOPPING CENTER ENTRANCE.
REMOVE EXISTING RAISED MEDIAN AND CONSTRUCT TEMPORARY
SC4-1MOHAWK StPARKER StSJVRRLANDCO RdFAIRHAVEN DrGIBSON StMATCH LINE - SEE SHEET SC3-2ENTRANCESHOPPING CENTER2
"ROS" LINE
"ROS" LINE
"ROS" LINE
2
3
CONSTRUCT RR CROSSING AND EQUIPMENT (BY OTHERS).
MEDIAN AT MOHAWK St.
REMOVE EXISTING RAISED MEDIAN AND CONSTRUCT ROADWAY
SEGMENT 3 CONSTRUCTION (SEE SHEET SC3-2).
NOTES:LEGEND:CONSTRUCTION NOTES THIS STAGE:
CONSTRUCTION, SEE TRAFFIC HANDLING PLANS.
FOR DETAILS ON TRAFFIC HANDLING DURING STAGE2.
APPROVED BY THE ENGINEER.
OPEN AT ALL TIMES, UNLESS OTHERWISE NOTED OR
TWO (2) LANES IN EACH DIRECTION SHALL REMAIN 1.
1
1 1 1
1 1
1 1
ROSEDALE Hwy
ROSEDALE Hwy
ROSEDALE Hwy
3
285
FP
ASPHASPH
ASPHASPH ASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
PARKER LNMOHAWK STASPHDIRTCONCASPH
ASPHASPH
ASPH
ASPH
FP
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH ASPHFAIRHAVEN DRLANDCO RDROSEDALE HWY
FP
FP
ASPH
ASPH ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHAS
PHASPH
ASPH
ASPH
ASPH
ASPHASPHASPH
U/C
ASPH
ASPH
ASPH
ASPH
ASPH RRRRRRRR1040 1045 1050 1055
1060 1065 1070
1075 1080
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:50 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
6 Ker 58 46.1/51.7
SETH LIEDY
C77745
06-11-14
0 04/01/15 CONFORMED SET
366
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
APPROVED FOR STAGE CONSTRUCTION WORK ONLY MATCH LINE - SEE BELOWMATCH LINE - SEE BELOWMATCH LINE - SEE ABOVEMATCH LINE - SEE ABOVESTAGE CONSTRUCTION INDEX
(STAGE 1B)
SEGMENT 4
SCALE: 1" = 100'
SC4-2GIBSON StMATCH LINE - SEE SHEET SC3-4MOHAWK StPARKER StSJVRRLANDCO RdFAIRHAVEN DrENTRANCESHOPPING CENTERMOHAWK St AND SHOPPING CENTER ENTRANCE.
BEGIN CONSTRUCTION OF ROADWAY WIDENING BETWEEN
DIRECTION OF TRAVEL
(TYPE AS NOTED ON SHEET)
AREA THIS STAGE
OVERNIGHT/WEEKEND CONSTRUCTION
WORK AREA THIS STAGE AND SEGMENT
NOTES:LEGEND:CONSTRUCTION THIS STAGE:
SEGMENT 3 CONSTRUCTION (SEE SHEET SC3-4).
2 CONSTRUCT DRAINAGE SYSTEM.
2
"ROS" LINE
"ROS" LINE
"ROS" LINE
1
1
CONSTRUCTION, SEE TRAFFIC HANDLING PLANS.
FOR DETAILS ON TRAFFIC HANDLING DURING STAGE2.
APPROVED BY THE ENGINEER.
OPEN AT ALL TIMES, UNLESS OTHERWISE NOTED OR
TWO (2) LANES IN EACH DIRECTION SHALL REMAIN 1.1
ROSEDALE Hwy
ROSEDALE Hwy
1 1
1
11
1
1
1 1
ROSEDALE Hwy
286
FPASPH
ASPHASPH ASPH
ASPH ASPHASPHASPH
ASPH
PARKER LNMOHAWK STASPHRRRRRRRRDIRTCONCASPH
ASPHASPH
FP
ASPH
ASPH
ASPHASPHASPH
ASPH ASPHFAIRHAVEN DRLANDCO RDFP
FP ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHAS
PHASPH
ASPH
ASPH
ASPHASPHASPH
U/C
ASPH
ASPH
ASPH
ASPH RRRRP P
P
RRRRP
P1060 1065 1070
1040 1045 1050 1055
1075 1080
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:52 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
6 Ker 58 46.1/51.7
SETH LIEDY
C77745
06-11-14
0 04/01/15 CONFORMED SET
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
APPROVED FOR STAGE CONSTRUCTION WORK ONLY MATCH LINE - SEE BELOWMATCH LINE - SEE BELOWMATCH LINE - SEE ABOVEMATCH LINE - SEE ABOVESTAGE CONSTRUCTION INDEX
(STAGE 2)
SEGMENT 4
SCALE: 1" = 100'
DIRECTION OF TRAVEL
(TYPE AS NOTED ON SHEET)
AREA THIS STAGE
OVERNIGHT/WEEKEND CONSTRUCTION
WORK AREA THIS STAGE AND SEGMENT
SC4-3
MOHAWK St AND SHOPPING CENTER ENTRANCE.
BEGIN CONSTRUCTION OF ROADWAY MEDIAN BETWEEN
MATCH LINE - SEE SHEET SC3-6MOHAWK StLANDCO RdPARKER StSJVRRFAIRHAVEN DrGIBSON StENTRANCESHOPPING CENTERROSEDALE Hwy
ROSEDALE Hwy
ROSEDALE Hwy
"ROS" LINE
"ROS" LINE
"ROS" LINE
NOTES:
CONSTRUCTION, SEE TRAFFIC HANDLING PLANS.
FOR DETAILS ON TRAFFIC HANDLING DURING STAGE2.
APPROVED BY THE ENGINEER.
OPEN AT ALL TIMES, UNLESS OTHERWISE NOTED OR
TWO (2) LANES IN EACH DIRECTION SHALL REMAIN 1.
LEGEND:
1
CONSTRUCTION NOTES THIS STAGE:
1
1 1
11
SEGMENT 3 CONSTRUCTION (SEE SHEET SC3-6).
287
FPASPH
ASPHASPH ASPH ASPHASPHASPH
PARKER LNMOHAWK STASPHRRRRRRRRP
P
P P
FP
FP ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHAS
PHASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPHASPHASPH
ASPH ASPHFAIRHAVEN DRLANDCO RDRRRRRRRR1040 1045 1050 1055
1060 1065 1070
1075 1080
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:53 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
6 Ker 58 46.1/51.7
SETH LIEDY
C77745
06-11-14
0 04/01/15 CONFORMED SET
366
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
LANDCO DrMOHAWK StMATCH LINE - SEE BELOWMATCH LINE - SEE ABOVEMATCH LINE - SEE SHEET TH4-2ROSEDALE Hwy
R/W
"ROS" LINE
"ROS" LINE
SCALE: 1" = 50'TH4-1
SEGMENT 4
(STAGE 1A)
12'
12'R/W12'
12'
12'
12'
R
27B 12
R 38
27B
12
38
R
24EQUIPMENT (BY OTHERS)
RELOCATE RAILROAD
EQUIPMENT (BY OTHERS)
RELOCATE RAILROAD
R
38 27B
12
R/W+21SJVR12'+79+55NOTES:
CONSTRUCTION TO 40 MILES PER HOUR.
REDUCE SPEED THROUGH AREAS UNDER2.
CONSTRUCTION AREA SIGN PLAN.
FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE 5.
AND APPROVED BY STATE OVERSIGHT ENGINEER.
SIGNS SHALL BE SET BY THE RESIDENT ENGINEER
EXACT LOCATION & POSITION OF CONSTRUCTION7.
CALIFORNIA SIGN CODES.
UNLESS OTHERWISE DESIGNATED AS
ALL SIGN CODES ARE FEDERAL SIGN CODES8.
HANDBOOK (WATCH), DATED 2009.
OF THE WORK AREA TRAFFIC CONTROL
INSTALLED WITH HLWD PER SECTION 7-2.4.3
ALL W1-4 (R) AND W1-4 (L) SIGNS SHALL BE 9.
EXCAVATION.
IF IT IS CLOSER THAN 2' TO EDGE OF
Temp RAILING (TYPE K) SHALL BE STAKED10.
ABBREVIATIONS:
<CA> CALIFORNIA SIGN CODE
HLWD HIGH LEVEL WARNING DEVICE
O.C. ON CENTER
OTHERWISE NOTED.
PAVEMENT MARKINGS SHALL BE PAINT UNLESS
ALL TEMPORARY STRIPING AND TEMPORARY 6.
AT ALL TIMES TO EACH INDIVIDUAL PROPERTY.
AT LEAST ONE DRIVEWAY IS TO BE MAINTAINED 4.
BEEN EXCAVATED.
WEDGE WHERE THE EXISTING ROADWAY HAS
CONTRACTOR TO PLACE AND MAINTAIN A 4:1 3.
COVER ALL EXISTING CONFLICTING SIGNS.11.
WORK IS NOT BEING DONE.
PLATES OVER EXPOSED TRENCHES WHENEVER
CONTRACTOR SHALL BACKFILL OR PLACE STEEL 12.
LEGEND:
XX
*
R REMOVE TRAFFIC STRIPE
SIGN NUMBER
CONSTRUCTION SIGN TO BE INSTALLED
CONSTRUCTION SIGN TO BE RELOCATED
CONSTRUCTION SIGN TO REMAIN
CONSTRUCTION SIGN TO BE REMOVED
BC/EC/PCC
ANGLE POINT
12" CROSS WALK MARKING
12" WHITE LIMIT LINE MARKING
TEMPORARY TRAFFIC STRIPE DETAIL (PAINT)
TEMPORARY RAILING (TYPE K)
CHANNELIZER (SURFACE MOUNTED)
LIMIT OF TEMPORARY TRAFFIC STRIPE DETAIL
DIRECTION OF TRAVEL
WORK AREA THIS STAGE
LL
CW
6 7 8 9
PARKER LnR/W
12'
24R
R
38
12'
12'
12'
A
A
SECTION A-A
CALTRANS BOUNDARY
24
12 27B
R
24
24
12
27B +49+00+77+25+24+73+27+00+77+24+73+14+2712'12'12'
(SURFACE MOUNTED)
CHANNELIZER
3'
CL
LINE
"ROS"
3'
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
24
11'
11'+58+90+1412 +28No.
TYPE III BARRICADE
CONSTRUCTION SIGN
TYPE III ARROW
TYPE IV ARROW
TYPE VI ARROW +58+9327B
AREA
WORK
ENGINEER.
OTHERWISE NOTED AND APPROVED BY THE
REMAIN OPEN AT ALL TIMES, UNLESS
TWO (2) LANES IN EACH DIRECTION SHALL 1.
*
*
*
*
*
*G20-5aP
*R2-1(40)
27B 12
24
2412
1
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE - SEE SHEET TH3-31
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
*W10-1
*W10-11R/WR/W
R/W
R/W R/W
R/WR/WR/WRRRRRR CROSSING
R/WR/WR/WR/WR/WR/W(4-1)29
R4-7(4-1)32
TYPE N-1(CA)(4-1)31
CONSTRUCTION
SEGMENT 3
AT 40' O.C. (21 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
3
2
3 CONSTRUCT ROADWAY MEDIAN.
PAVEMENT.
REMOVE Exist MEDIAN AND CONSTRUCT Temp
(BY OTHERS).
CONSTRUCT RR CROSSING AND EQUIPMENT
12.5'
LINE
SAWCUT
LINE
SAWCUT
*(4-1)9R4-7
TYPE N-1(CA)
1
(4-1)26
AT 40' O.C. (24 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*
*C31A(CA)(FWBT)
C27(CA)(FEBT)
AT 40' O.C. (13 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R4-7
TYPE N-1(CA)(4-1)18*
1
*
*
C31A(CA)(FEBT)
C27(CA)(FWBT)
(4-1)19
(4-1)20
R4-7
TYPE N-1(CA)*
*
*
C31A(CA)(FWBT)
C27(CA)(FEBT)
(4-1)21
(4-1)22
2
LL
AT 40' O.C. (28 TOTAL)
(SURFACE MOUNTED)
CHANNELIZER
*
*
C31A(CA)(FWBT)
C27(CA)(FEBT)
(4-1)27
(4-1)28
(4-1)23
LL
*
*
C31A(CA)(FEBT)
C27(CA)(FWBT)
(4-1)24
(4-1)25
*C30(CA)
AT 40' O.C. (15 TOTAL)
CHANNELIZER (SURFACE MOUNTED)300'250'250'*
*
*
R3-7L
W74(CA)"R"
W73(CA)"L"
*C30(CA)
*C30(CA)
*
R4-7
TYPE N-1(CA)
AT 40' O.C. (6 TOTAL)
(SURFACE MOUNTED)
CHANNELIZER
AT 40' O.C. (6 TOTAL)
(SURFACE MOUNTED)
CHANNELIZER
1
CONSTRUCTION NOTES ON THIS SHEET:
(2' WIDE)
(2' WIDE)
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
*
*
R4-7
TYPE N-1(CA)(4-1)30
*
(4-1)1
(4-1)2
(4-1)3
(4-1)4
(4-1)5
(4-1)6
(4-1)7
(4-1)8
(4-1)10
(4-1)11
(4-1)12
(4-1)13
(4-1)14
(4-1)15
(4-1)16
(4-1)17
12'
(2 TOTAL)
BARRICADE (TYPE III)
(2 TOTAL)
TYPE III BARRICADE
27C
27C
27C
C70076
ARTURO VIVAR
288
B
B 12/5/14 TEMP PAVEMENT SECTION NOTE.
(Mod) OVER 0.55' AB.
13.TEMPORARY PAVEMENT SHALL BE 0.5' HMA ASPHASPHMOHAWK STPPP
FP
ASPH
ASPH
ASPH
ASPH
TRAILER
ASPH
ASPHASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPH
PARKER LNLANDCO RD104089 1 2 3
1045 1050 1055467891234 6 7 8
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:55 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
LANDCO DrMOHAWK StMATCH LINE - SEE BELOWMATCH LINE - SEE ABOVEMATCH LINE - SEE SHEET TH4-2ROSEDALE Hwy
R/W
"ROS" LINE
"ROS" LINE
SCALE: 1" = 50'TH4-1
SEGMENT 4
(STAGE 1A)
12'
12'R/W12'
12'
12'
12'
R
27B 12
R 38
27B
12
38
R
24EQUIPMENT (BY OTHERS)
RELOCATE RAILROAD
EQUIPMENT (BY OTHERS)
RELOCATE RAILROAD
R
38 27B
12
R/W+21SJVR12'+79+55NOTES:
CONSTRUCTION TO 40 MILES PER HOUR.
REDUCE SPEED THROUGH AREAS UNDER2.
CONSTRUCTION AREA SIGN PLAN.
FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE 5.
AND APPROVED BY STATE OVERSIGHT ENGINEER.
SIGNS SHALL BE SET BY THE RESIDENT ENGINEER
EXACT LOCATION & POSITION OF CONSTRUCTION7.
CALIFORNIA SIGN CODES.
UNLESS OTHERWISE DESIGNATED AS
ALL SIGN CODES ARE FEDERAL SIGN CODES8.
HANDBOOK (WATCH), DATED 2009.
OF THE WORK AREA TRAFFIC CONTROL
INSTALLED WITH HLWD PER SECTION 7-2.4.3
ALL W1-4 (R) AND W1-4 (L) SIGNS SHALL BE 9.
EXCAVATION.
IF IT IS CLOSER THAN 2' TO EDGE OF
Temp RAILING (TYPE K) SHALL BE STAKED10.
ABBREVIATIONS:
<CA> CALIFORNIA SIGN CODE
HLWD HIGH LEVEL WARNING DEVICE
O.C. ON CENTER
OTHERWISE NOTED.
PAVEMENT MARKINGS SHALL BE PAINT UNLESS
ALL TEMPORARY STRIPING AND TEMPORARY 6.
AT ALL TIMES TO EACH INDIVIDUAL PROPERTY.
AT LEAST ONE DRIVEWAY IS TO BE MAINTAINED 4.
BEEN EXCAVATED.
WEDGE WHERE THE EXISTING ROADWAY HAS
CONTRACTOR TO PLACE AND MAINTAIN A 4:1 3.
COVER ALL EXISTING CONFLICTING SIGNS.11.
WORK IS NOT BEING DONE.
PLATES OVER EXPOSED TRENCHES WHENEVER
CONTRACTOR SHALL BACKFILL OR PLACE STEEL 12.
LEGEND:
XX
*
R REMOVE TRAFFIC STRIPE
SIGN NUMBER
CONSTRUCTION SIGN TO BE INSTALLED
CONSTRUCTION SIGN TO BE RELOCATED
CONSTRUCTION SIGN TO REMAIN
CONSTRUCTION SIGN TO BE REMOVED
BC/EC/PCC
ANGLE POINT
12" CROSS WALK MARKING
12" WHITE LIMIT LINE MARKING
TEMPORARY TRAFFIC STRIPE DETAIL (PAINT)
TEMPORARY RAILING (TYPE K)
CHANNELIZER (SURFACE MOUNTED)
LIMIT OF TEMPORARY TRAFFIC STRIPE DETAIL
DIRECTION OF TRAVEL
WORK AREA THIS STAGE
LL
CW
6 7 8 9
PARKER LnR/W
12'
24R
R
38
12'
12'
12'
A
A
SECTION A-A
CALTRANS BOUNDARY
24
12 27B
R
24
24
12
27B +49+00+77+25+24+73+27+00+77+24+73+14+2712'12'12'
(SURFACE MOUNTED)
CHANNELIZER
3'
CL
LINE
"ROS"
3'
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
24
11'
11'+58+90+1412 +28No.
TYPE III BARRICADE
CONSTRUCTION SIGN
TYPE III ARROW
TYPE IV ARROW
TYPE VI ARROW +58+9327B
AREA
WORK
ENGINEER.
OTHERWISE NOTED AND APPROVED BY THE
REMAIN OPEN AT ALL TIMES, UNLESS
TWO (2) LANES IN EACH DIRECTION SHALL 1.
*
*
*
*
*
*G20-5aP
*R2-1(40)
27B 12
24
2412
1
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION ANDMATCH LINE - SEE SHEET TH3-31
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
*W10-1
*W10-11R/WR/W
R/W
R/W R/W
R/WR/WR/WRRRRRR CROSSING
R/WR/WR/WR/WR/WR/W(4-1)29
R4-7(4-1)32
TYPE N-1(CA)(4-1)31
CONSTRUCTION
SEGMENT 3
AT 40' O.C. (21 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
3
2
3 CONSTRUCT ROADWAY MEDIAN.
PAVEMENT.
REMOVE Exist MEDIAN AND CONSTRUCT Temp
(BY OTHERS).
CONSTRUCT RR CROSSING AND EQUIPMENT
12.5'
LINE
SAWCUT
LINE
SAWCUT
*(4-1)9R4-7
TYPE N-1(CA)
1
(4-1)26
AT 40' O.C. (24 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*
*C31A(CA)(FWBT)
C27(CA)(FEBT)
AT 40' O.C. (13 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R4-7
TYPE N-1(CA)(4-1)18*
1
*
*
C31A(CA)(FEBT)
C27(CA)(FWBT)
(4-1)19
(4-1)20
R4-7
TYPE N-1(CA)*
*
*
C31A(CA)(FWBT)
C27(CA)(FEBT)
(4-1)21
(4-1)22
2
LL
AT 40' O.C. (28 TOTAL)
(SURFACE MOUNTED)
CHANNELIZER
*
*
C31A(CA)(FWBT)
C27(CA)(FEBT)
(4-1)27
(4-1)28
(4-1)23
LL
*
*
C31A(CA)(FEBT)
C27(CA)(FWBT)
(4-1)24
(4-1)25
*C30(CA)
AT 40' O.C. (15 TOTAL)
CHANNELIZER (SURFACE MOUNTED)300'250'250'*
*
*
R3-7L
W74(CA)"R"
W73(CA)"L"
*C30(CA)
*C30(CA)
*
R4-7
TYPE N-1(CA)
AT 40' O.C. (6 TOTAL)
(SURFACE MOUNTED)
CHANNELIZER
AT 40' O.C. (6 TOTAL)
(SURFACE MOUNTED)
CHANNELIZER
1
CONSTRUCTION NOTES ON THIS SHEET:
(2' WIDE)
(2' WIDE)
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
*
*
R4-7
TYPE N-1(CA)(4-1)30
*
(4-1)1
(4-1)2
(4-1)3
(4-1)4
(4-1)5
(4-1)6
(4-1)7
(4-1)8
(4-1)10
(4-1)11
(4-1)12
(4-1)13
(4-1)14
(4-1)15
(4-1)16
(4-1)17
12'
(2 TOTAL)
BARRICADE (TYPE III)
(2 TOTAL)
TYPE III BARRICADE
27C
27C
27C
C70076
ARTURO VIVAR
288r
B
A ISSUED FOR BID10/20/14
B 12/5/14 TEMP PAVEMENT SECTION NOTE.
(Mod) OVER 0.55' AB.
13.TEMPORARY PAVEMENT SHALL BE 0.5' HMA
REVISED SHEET
FP
ASPHASPH
ASPHASPH
ASPH
ASPH
MOHAWK STASPHASPH
ASPHASPH
ASPH
ASPH
ASPHASPHASPH
ASPH
ASPH
ASPH
PARKER LNLANDCO RDRRRRRRRR104089 1 2 3
1045 1050 1055467891234 6 7 8
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:55 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MATCH LINE - SEE TH4-1R/W
SCALE: 1" = 50'TH4-2
SEGMENT 4
(STAGE 1A)
12'
12'
12'
12'
12'
R
R+51ROSEDALE Hwy
R/W
"ROS" LINE
27B 12 24
38
R
R
+50B
B
12'
12'
12'
R MATCH LINE - SEE SHEET TH4-3MATCH LINE - SEE BELOW+27+45+91+51+73+76+13+98+51+50+73+42+13+98+4312'
12'
12'+64+60+34+20+6112'
12'
38
12 2427B
24 12
13'
12'
11'MATCH LINE - SEE ABOVE"ROS" LINE
ROSEDALE Hwy GIBSON StR/W
24
R
12 24
R
24 38
27B
12
24
38
13'
12 24
SECTION B-B
12'12'12'
(SURFACE MOUNTED)
CHANNELIZER
3'
LINE
SAWCUT
CL
LINE
"ROS"
3'
LINE
SAWCUT
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
18'-20'
Var
AREA
WORK
38
10'
*
(4-2)8 *
*W13-1P(40)
*
*
*
38
CONSTRUCTION NOTE ON THIS SHEET:
1
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
13'
12'
12'
11'
11'
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1
12'
13'
12'
12'
1
1
R/W
R/W
R/W
R/W
R/W
1
12'
*(4-2)1C31A(CA)(FEBT)
C27(CA)(FWBT)(4-2)2
AT 40' O.C. (60 TOTAL)
CHANNELIZER (SURFACE MOUNTED)*(4-2)3C27(CA)(FEBT)
*(4-2)4C31A(CA)(FWBT)
*(4-2)5C31A(CA)(FEBT)
C27(CA)(FWBT)(4-2)6
38
AT 40' O.C. (6 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R4-7
TYPE N-1(CA)
(4-2)7
*R4-7
TYPE N-1(CA)
(4-2)9
(4-2)10
*C31A(CA)(FWBT)
C27(CA)(FEBT)
(4-2)11
(4-2)12
R/W
R/W
R/W
R/WR/WDr
FAIRHAVEN(4-2)15
(4-2)16
AT 40' O.C. (28 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
AT 40' O.C. (24 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R4-7
TYPE N-1(CA)
C24(CA)(4-2)17
(4-2)18
(4-2)19
27B
R4-7
TYPE N-1(CA)
(4-2)20
(4-2)21
*C31A(CA)(FEBT)
C27(CA)(FWBT)
(4-2)13
(4-2)14
R*C31A(CA)(FWBT)
C27(CA)(FEBT)
(4-2)22
(4-2)23
R
REMOVE Exist MEDIAN AND CONSTRUCT Temp PAVEMENT.
14'
12'
14'
13'
11'
12'
12'
*
*
*
**
*
*
*
*+3527B W1-4L
(2 TOTAL)
BARRICADE (TYPE III)
27C
C70076
ARTURO VIVAR
289
DIRTASPH
FP
ASPH
ASPH
ASPH
ROSEDALE HWY
FP
FP
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPHASPHASPH
ASPH
U/C
ASPHASPH
ASPH
ASPH
ASPH
ASPH
1060 1065 1070912346789
1075 108012346789 1 2 3
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:57 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
R/W
R/W
SCALE: 1" = 50'TH4-3
SEGMENT 4
(STAGE 1A)
38 12R
R12
+60C
C
12'
12'
12'
11'
11'
12'
12'
13'
21'
12'
12'
12'
12'
Var 13'-18'
Var 16'-20'
Var 12'-15'
LINE
SAWCUT
(SURFACE MOUNTED)
CHANNELIZER
*
7.7'5.5'
WORK AREA
MATCH LINE - TH4-2+55+31+63+60+55+95+43SECTION C-C
(4-3)5R2-12
12
38
24
12
ENTRANCE)(SHOPPING CENTER (4-3)3 *
CONSTRUCTION NOTE ON THIS SHEET:
1
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1
11'
REMOVE EXISTING MEDIAN AND CONSTRUCT Temp PAVEMENT.
12'12'11'12'12'9'
2'
12'13'
N.T.S.
CL
LINE
SAWCUT
LINE
"ROS"
"ROS" LINE
AT 40' O.C. (6 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
CONFORM TO Exist
CONFORM TO Exist
R4-7
TYPE N-1(CA)(4-3)4
C31A(CA)(FEBT)
C27(CA)(FWBT)
(4-3)1
(4-3)2
1
(SURFACE MOUNTED)
CHANNELIZER
*
*
*
R
R
C70076
ARTURO VIVAR
290
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH461085789 10908
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:58 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERET
SIGERAINROFILAC FO ETATS CIVIL
ROSEDALE HwyMOHAWK StPARKER LnR/W
R/W
R/W
"ROS" LINE
SCALE: 1" = 50'TH4-4
SEGMENT 4
(STAGE 1B)MATCH LINE - SEE SHEET TH3-9+0412'
11'
10'
11'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
38 27B12 12+5127B
+88+51NOTES:
CONSTRUCTION TO 40 MILES PER HOUR.
REDUCE SPEED THROUGH AREAS UNDER2.
CONSTRUCTION AREA SIGN PLAN.
FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE 5.
LEGEND:
XX
*
OTHERWISE NOTED.
PAVEMENT MARKINGS SHALL BE PAINT UNLESS
ALL TEMPORARY STRIPING AND TEMPORARY 6.
LL
AT ALL TIMES TO EACH INDIVIDUAL PROPERTY.
AT LEAST ONE DRIVEWAY IS TO BE MAINTAINED 4.
BEEN EXCAVATED.
WEDGE WHERE THE EXISTING ROADWAY HAS
CONTRACTOR TO PLACE AND MAINTAIN A 4:1 3.
R REMOVE TRAFFIC STRIPE
SIGN NUMBER
CONSTRUCTION SIGN TO BE INSTALLED
CONSTRUCTION SIGN TO BE RELOCATED
CONSTRUCTION SIGN TO REMAIN
CONSTRUCTION SIGN TO BE REMOVED
BC/EC/PCC
ANGLE POINT
WORK AREA THIS STAGE
DIRECTION OF TRAVEL
LIMIT OF TEMPORARY TRAFFIC STRIPE DETAIL
CHANNELIZER (SURFACE MOUNTED)
TEMPORARY RAILING (TYPE K)
TEMPORARY TRAFFIC STRIPE DETAIL (PAINT)
12" WHITE LIMIT LINE MARKING
12" CROSS WALK MARKINGCW
AND APPROVED BY STATE OVERSIGHT ENGINEER.
SIGNS SHALL BE SET BY THE RESIDENT ENGINEER
EXACT LOCATION & POSITION OF CONSTRUCTION7.
CALIFORNIA SIGN CODES.
UNLESS OTHERWISE DESIGNATED AS
ALL SIGN CODES ARE FEDERAL SIGN CODES8.
HANDBOOK (WATCH), DATED 2009.
OF THE WORK AREA TRAFFIC CONTROL
INSTALLED WITH HLWD PER SECTION 7-2.4.3
ALL W1-4 (R) AND W1-4 (L) SIGNS SHALL BE 9.
EXCAVATION.
IF IT IS CLOSER THAN 2' TO EDGE OF
Temp RAILING (TYPE K) SHALL BE STAKED10.
COVER ALL EXISTING CONFLICTING SIGNS.11.
WORK IS NOT BEING DONE.
PLATES OVER EXPOSED TRENCHES WHENEVER
CONTRACTOR SHALL BACKFILL OR PLACE STEEL 12.+80A
A
29
27B 12 +22+32+00+00+5127B22
SECTION A-A
12'12'12'
(SURFACE MOUNTED)
CHANNELIZER
CL
LINE
"ROS"
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
12'3'3'
WORK AREA WORK AREA
MATCH LINE - SEE SHEET TH 4-5No.
TYPE III BARRICADE
CONSTRUCTION SIGN
TYPE III ARROW
TYPE IV ARROW
TYPE VI ARROW
*(4-4)1W12-1
ENGINEER.
OTHERWISE NOTED AND APPROVED BY THE
REMAIN OPEN AT ALL TIMES, UNLESS
TWO (2) LANES IN EACH DIRECTION SHALL 1.
*(4-4)3G20-5aP
*R2-1(40)(4-4)4
*(4-4)8
1 CONSTRUCT ROADWAY WIDENING.
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1
R/
WR/WRRRRRR CROSSING
R/WAT 40' O.C. (11 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
AT 40' O.C. (26 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
1+70*C27(CA)(4-4)2
2
R/WR/W*C30(CA)(4-4)10
40 2
R
*C31A(CA)(4-4)6 90' BAY TAPER
AT 40' O.C. (29 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
*C27(CA)(4-4)7
2 CONSTRUCT DRAINAGE SYSTEM.
CONSTRUCTION NOTES ON THIS SHEET:
12
C31A(CA)
*(4-4)5W1-4R
*W10-1(4-4)9
R
11
OVERNIGHT/WEEKEND CONSTRUCTION THIS STAGE
CONSTRUCTION
SEGMENT 3
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
Temp CRASH CUSHION C70076
ARTURO VIVAR
291
FPASPH
ASPHASPH
ASPH
ASPH ASPHASPHPARKER LNMOHAWK STASPH1040 1045891234 6 7 8 9
RRRRPCITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:23:59 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
LANDCO DrMATCH LINE - SEE SHEET TH4-6ROSEDALE Hwy
R/W R/W
R/W
R/W
"ROS" LINE
R/W
SCALE: 1" = 50'TH4-5
SEGMENT 4
(STAGE 1B)
12'
12'
12'
12'
12'
1227B
B
B 38 27B12SJVR11'
12'
ROSEDALE Hwy
R/W
"ROS" LINE
12 3227B
27B 12
12
12'
R/W
12'
12'
11'
11'
12'
11.5'
12'
12'
12'
12'12'
12'+68+33+58+73+63+38+51+38+20+68+742212
27B
29 22
27B 3812
+01+62+52+50+86+76+91+16+343227B
22
12 27B
22
38MATCH LINE - SEE BELOWMATCH LINE - SEE ABOVEMATCH LINE - SEE SHEET TH4-4C
C
SECTION B-B
12'12'12'
(SURFACE MOUNTED)
CHANNELIZER
CL
LINE
"ROS"
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
12'3'
11.5'
SECTION C-C
12'12'12'
(SURFACE MOUNTED)
CHANNELIZER
CL
LINE
"ROS"
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
12'7'
5.5'4.5'
LL (2' WIDE)
11'
AREA
WORK28'-30'
Var
AREA
WORK
6'6'5.5'3'
AREA
WORK31'-34'
Var
AREA
WORK
16.5'-17.5'
VAR
2227B12
LL
27B
12
10:1
*(4-5)4
*(4-5)3
W13-1P(40)
*W21-5
*G20-5aP
*R2-1(40)+1822
38
38
CONSTRUCTION NOTE ON THIS SHEET:
1 CONSTRUCT ROADWAY WIDENING.
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1
11
*(4-5)2W10-1
1
R/W
R/W
R/W
3.14' Lt "ROS" +38.21
+86(TYPE K)
Beg Temp RAILING
1.18' Lt "ROS" +98.10
R
R
10:1
CUSHION (TYPE TB11)
PLACE Temp CRASH
Beg Temp RAILING
0.80' Rt "ROS" +78.11
R
AT 40' O.C. (10 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
AT 40' O.C. (29 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
1
AT 40' O.C. (20 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*C27(CA)
12'
12'
90' BAY TAPER
R *C31A(CA)(4-5)8
W1-4R
R
*(4-5)1
Beg Temp RAILING (TYPE K)
9.96' Lt "ROS" +57.96
END Temp RAILING (TYPE K)
4' Lt "ROS" +37.87
(TYPE TB11)
PLACE Temp CRASH CUSHION
END Temp RAILING (TYPE K)
3.31' Lt "ROS" +98.35
(2' WIDE)
*(4-5)6C27(CA)
END Temp RAILING (TYPE K)
C31A(CA)+755.36' Rt "ROS" +38.05
(TYPE K)
END Temp RAILING
Beg Temp RAILING (TYPE K)
1.30' Lt "ROS" +58.25
AT 40' O.C. (18 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*C31A(CA)R
R/W
R/W
*C27(CA)(4-5)13
29
29
90' BAY TAPER
22
R
C27(CA)*+1690' BAY TAPER
*C31A(CA)(4-5)14
29DrFAIRHAVENAT 40' O.C. (13 TOTAL)
CHANNELIZER (SURFACE MOUNTED) +50AT 40' O.C. (38 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*C27(CA)(4-5)17
R
R1
12'
12'
12'
12'
*C31A(CA)(4-5)12
90' BAY TAPER
1
1
1
1
12'
12'
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
(2 TOTAL)
BARRICADE (TYPE III)27C
(4-5)7W10-1*
(4-5)5
(4-5)9
(4-5)11
(4-5)15
(4-5)16
(4-5)10
C70076
ARTURO VIVAR
292
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPH
FP
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPHASPH
ASPH
ASPH
ROSEDALE HWY
1050 1055 106012346789 1
1065 1070 107523467891234 6
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:00 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
LANDCO DrMATCH LINE - SEE SHEET TH4-6ROSEDALE Hwy
R/W R/W
R/W
R/W
"ROS" LINE
R/W
SCALE: 1" = 50'
SEGMENT 4
(STAGE 1B)
12'
12'
12'
12'
12'
1227B
B
B 38 27B12SJVR11'
12'
ROSEDALE Hwy
R/W
"ROS" LINE
12 3227B
27B 12
12
12'
R/W
12'
12'
11'
11'
12'
12'
12'
12'
12'12'
12'+68+33+58+73+63+38+51+38+20+68+742212
27B
29 32
27B 3212
+01+62+52+50+86+76+91+16+343227B
22
12 27B
22
38MATCH LINE - SEE BELOWMATCH LINE - SEE ABOVEMATCH LINE - SEE SHEET TH4-4C
C
SECTION B-B
12'12'12'
(SURFACE MOUNTED)
CHANNELIZER
CL
LINE
"ROS"
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
12'3'
11.5'
SECTION C-C
12'12'12'
(SURFACE MOUNTED)
CHANNELIZER
CL
LINE
"ROS"
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
12'7'
5.5'4.5'
LL (2' WIDE)
11'
AREA
WORK28'-30'
Var
AREA
WORK
6'6'5.5'3'
AREA
WORK31'-34'
Var
AREA
WORK
16.5'-17.5'
VAR
2227B12
LL
27B
12
10:1
*(4-5)4
*(4-5)3
W13-1P(40)
*W21-5
*G20-5aP
*R2-1(40)+1822
32
38
CONSTRUCTION NOTE ON THIS SHEET:
1 CONSTRUCT ROADWAY WIDENING.
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1
11
*(4-5)2W10-1
1
R/W
R/W
R/W
3.14' Lt "ROS" +38.21
+86(TYPE K)
Beg Temp RAILING
1.18' Lt "ROS" +98.10
R
R
10:1
CUSHION (TYPE TB11)
PLACE Temp CRASH
Beg Temp RAILING
0.80' Rt "ROS" +78.11
R
AT 40' O.C. (10 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
AT 40' O.C. (29 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
1
AT 40' O.C. (20 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*C27(CA)
12'
12'
90' BAY TAPER
R *C31A(CA)(4-5)8
W1-4R
R
*(4-5)1
Beg Temp RAILING (TYPE K)
9.96' Lt "ROS" +57.96
END Temp RAILING (TYPE K)
4' Lt "ROS" +37.87
(TYPE TB11)
PLACE Temp CRASH CUSHION
END Temp RAILING (TYPE K)
3.31' Lt "ROS" +98.35
(2' WIDE)
*(4-5)6C27(CA)
END Temp RAILING (TYPE K)
C31A(CA)+755.36' Rt "ROS" +38.05
(TYPE K)
END Temp RAILING
Beg Temp RAILING (TYPE K)
1.30' Lt "ROS" +58.25
AT 40' O.C. (18 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*C31A(CA)R
R/W
R/W
*C27(CA)(4-5)13
29
29
90' BAY TAPER
32
R
C27(CA)*+1690' BAY TAPER
*C31A(CA)(4-5)14
29DrFAIRHAVENAT 40' O.C. (13 TOTAL)
CHANNELIZER (SURFACE MOUNTED) +50AT 40' O.C. (38 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*C27(CA)(4-5)17
R
R1
12'
12'
12'
12'
*C31A(CA)(4-5)12
90' BAY TAPER
1
1
1
1
12'
12'
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
(2 TOTAL)
BARRICADE (TYPE III)27C
(4-5)7W10-1*
(4-5)5
(4-5)9
(4-5)11
(4-5)15
(4-5)16
(4-5)10
C70076
ARTURO VIVAR
292r
REVISED SHEET
05/22/151 RFI #46 REVISIONS
AT 25' O.C.
DIAGONAL STRIPES
12" TELLOW
06/22/152 RFI #85 REVISIONS
2ASPHASPH
ASPH
RRRRRRRRFP
ASPH
ASPH ASPHASPH
ASPH
ASPHASPH
ASPHRRRRPP
P
P
1050 1055 106012346789 1
1065 1070 107523467891234 6
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:01 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
1
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
TH4-5rREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MATCH LINE - SEE TH4-5SCALE: 1" = 50'TH4-6
SEGMENT 4
(STAGE 1B)GIBSON StR/W R/W
R/W
R/WR/WR/WR/WR/W"ROS" LINE
12
22
12
38
12 38+13+97+17D
D
12'
11'
11'
12'
12'
*
*
G20-5aP
R2-1(40)
ROSEDALE Hwy
12
12
20'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
20'
12'+97+77+77+60+57+58+95+73+13+87+77+10+60+57+58+5727B
27B
27B 22
38
27B
12
22
Var 5'-7.5'
Var 3.5'-6'
3'19'-26'
Var
AREA
WORK
(SURFACE MOUNTED)
CHANNELIZER
6'
Var 0'-9.5'
SECTION D-D
(4-6)2
(4-6)3
*(4-6)1W21-5
*(4-6)4 +31+63(4-6)5 R2-12*+43CONSTRUCTION NOTE ON THIS SHEET:
1 CONSTRUCT ROADWAY WIDENING.
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1 1
1
12'12'11'12'
11'
N.T.S.
CL
LINE
"ROS"
12'12'
AT 40' O.C. (10 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
AT 40' O.C. (6 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
*(4-6)7C31A(CA)
R
29
ENTRANCE)CENTER(SHOPPING37B
W1-4R
*(4-6)8C27(CA)
AT 40' O.C. (15 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*C27(CA)(4-6)6
*R3-7R (4-6)9
60' BAY TAPER
*(4-6)11 *W1-4L (4-6)12W74(CA)
R
90' BAY TAPER
38
12'
12'
20'
38
R
CONFORM TO Exist
CONFORM TO Exist
*C31A(CA)(4-6)10
(12')
(12')
1
1
STRIPING AT 25' O.C.
12" WHITE DIAGONAL
STRIPING AT 25' O.C.
12" WHITE DIAGONAL
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
C70076
ARTURO VIVAR
293
FP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPH
ASPH
ASPHASPHGIBSON STU/C
ASPH
ASPH
9
1080789 1 2 3 4 61085 7 8 98
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:02 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MATCH LINE - SEE TH4-5SCALE: 1" = 50'
SEGMENT 4
(STAGE 1B)GIBSON StR/W R/W
R/W
R/WR/WR/WR/WR/W"ROS" LINE
12
22
12
38
12 38+13+97+17D
D
12'
11'
11'
12'
12'
*
*
G20-5aP
R2-1(40)
ROSEDALE Hwy
12
12
20'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
20'
12'+97+77+77+60+57+58+95+73+13+87+77+10+60+57+58+5727B
27B
27B 22
38
27B
12
22
Var 5'-7.5'
Var 3.5'-6'
3'19'-26'
Var
AREA
WORK
(SURFACE MOUNTED)
CHANNELIZER
6'
Var 0'-9.5'
SECTION D-D
(4-6)2
(4-6)3
*(4-6)1W21-5
*(4-6)4 +31+63(4-6)5 R2-12*+43CONSTRUCTION NOTE ON THIS SHEET:
1 CONSTRUCT ROADWAY WIDENING.
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1 1
1
12'12'11'12'
11'
N.T.S.
CL
LINE
"ROS"
12'12'
AT 40' O.C. (10 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
AT 40' O.C. (6 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
*(4-6)7C31A(CA)
R
29
ENTRANCE)CENTER(SHOPPING37B
W1-4R
*(4-6)8C27(CA)
AT 40' O.C. (15 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*C27(CA)(4-6)6
*R3-7R (4-6)9
60' BAY TAPER
*(4-6)11 *W1-4L (4-6)12W74(CA)
R
90' BAY TAPER
38
12'
12'
20'
38
R
CONFORM TO Exist
CONFORM TO Exist
*C31A(CA)(4-6)10
(12')
(12')
1
1
STRIPING AT 25' O.C.
12" WHITE DIAGONAL
STRIPING AT 25' O.C.
12" WHITE DIAGONAL
STRIPING AT 25' O.C.
12" YELLOW DIAGONAL
C70076
ARTURO VIVAR
04/29/151 RFI #28 REVISIONS
FP
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPH
ASPHASPHGIBSON STU/C
ASPH
ASPH
1080789 1 2 3 4 61085 7 8 98
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:03 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
TH4-6REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
293r
REVISED SHEET
1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
r
SCALE: 1" = 50'TH4-7
SEGMENT 4
(STAGE 2)
NOTES:
CONSTRUCTION TO 40 MILES PER HOUR.
REDUCE SPEED THROUGH AREAS UNDER2.
CONSTRUCTION AREA SIGN PLAN.
FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE 5.
LEGEND:
XX
*
OTHERWISE NOTED.
PAVEMENT MARKINGS SHALL BE PAINT UNLESS
ALL TEMPORARY STRIPING AND TEMPORARY 6.
LLAT ALL TIMES TO EACH INDIVIDUAL PROPERTY.
AT LEAST ONE DRIVEWAY IS TO BE MAINTAINED 4.
BEEN EXCAVATED.
WEDGE WHERE THE EXISTING ROADWAY HAS
CONTRACTOR TO PLACE AND MAINTAIN A 4:1 3.
R REMOVE TRAFFIC STRIPE
SIGN NUMBER
CONSTRUCTION SIGN TO BE INSTALLED
CONSTRUCTION SIGN TO BE RELOCATED
CONSTRUCTION SIGN TO REMAIN
CONSTRUCTION SIGN TO BE REMOVED
BC/EC/PCC
ANGLE POINT
WORK AREA THIS STAGE
DIRECTION OF TRAVEL
LIMIT OF TEMPORARY TRAFFIC STRIPE DETAIL
CHANNELIZER (SURFACE MOUNTED)
TEMPORARY RAILING (TYPE K)
TEMPORARY TRAFFIC STRIPE DETAIL (PAINT)
12" WHITE LIMIT LINE MARKING
12" CROSS WALK MARKINGCW
AND APPROVED BY STATE OVERSIGHT ENGINEER.
SIGNS SHALL BE SET BY THE RESIDENT ENGINEER
EXACT LOCATION & POSITION OF CONSTRUCTION7.
CALIFORNIA SIGN CODES.
UNLESS OTHERWISE DESIGNATED AS
ALL SIGN CODES ARE FEDERAL SIGN CODES8.
HANDBOOK (WATCH), DATED 2009.
OF THE WORK AREA TRAFFIC CONTROL
INSTALLED WITH HLWD PER SECTION 7-2.4.3
ALL W1-4 (R) AND W1-4 (L) SIGNS SHALL BE 9.
EXCAVATION.
IF IT IS CLOSER THAN 2' TO EDGE OF
Temp RAILING (TYPE K) SHALL BE STAKED10.
COVER ALL EXISTING CONFLICTING SIGNS.11.
WORK IS NOT BEING DONE.
PLATES OVER EXPOSED TRENCHES WHENEVER
CONTRACTOR SHALL BACKFILL OR PLACE STEEL 12.
ROSEDALE Hwy
MOHAWK StPARKER LnR/W
R/W
R/W"ROS" LINE
LL
12'
12'R/W14'
38
24+5812'12'
27B 2412
24
12
MATCH LINE - SEE SHEET TH3-16+36MATCH LINE - SEE SHEET TH4-822'+58+30+60+8012'
12
2412
12'
12'
SECTION A-A
12'
(SURFACE MOUNTED)
CHANNELIZER
CL
LINE
"ROS"
(SURFACE MOUNTED)
CHANNELIZER
N.T.S.
7'6'
A
A
12'12'12'27'27'
No.
27B
CW
AREA
WORK
AREA
WORK
ENGINEER.
OTHERWISE NOTED AND APPROVED BY THE
REMAIN OPEN AT ALL TIMES, UNLESS
TWO (2) LANES IN EACH DIRECTION SHALL 1.
TYPE III BARRICADE
CONSTRUCTION SIGN
TYPE III ARROW
TYPE IV ARROW
TYPE VI ARROW
*(4-7)8C24(CA)*(4-7)3
(4-7)1
*
W13-1P(40)
CONSTRUCTION NOTE ON THIS SHEET:
1 CONSTRUCT ROADWAY MEDIAN.
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1
12'
12'R/WR/WR/WR/WRRRRRR CROSSING
R4-7
TYPE N-1(CA)(4-7)4
*R4-7
TYPE N-1(CA)(4-7)2
R
R
12'
12'+00(4-7)5C27(CA)(FEBT)
C31A(CA)(FWBT)
*(4-7)7R3-7R
R
R
AT 40' O.C. (25 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
AT 40' O.C. (25 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*W10-1(4-7)13
W1-4L+70*C31A(CA)(4-7)10
*C27(CA)
1
*
(3 TOTAL)
BARRICADES (TYPE III)
(1 TOTAL)
*
*
*(4-7)6
(4-7)9
(4-7)11
(4-7)12*
(3 TOTAL)
BARRICADE (TYPE III)
12'
C70076
ARTURO VIVAR
294
FPASPH
ASPHASPH
ASPH ASPHASPHPARKER LNMOHAWK STASPHRRRRRRRR1040 1045891234 6 7 8 9
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:03 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
MATCH LINE - SEE SHEET TH4-9SCALE: 1" = 50'TH4-8
SEGMENT 4
(STAGE 2)MATCH LINE - SEE ABOVELANDCO DrROSEDALE Hwy
R/W R/WR/W
"ROS" LINE
R/W
12
+3414'14'
12'
24 B
BSJVR 12 24
12'
38 24
C
C24
(SURFACE MOUNTED)
CHANNELIZER
LINE
"ROS" LINE
"ROS"
ROSEDALE Hwy FAIRHAVEN DrR/W R/WR/WR/W
R/W
"ROS" LINE
12'
12'
12'
12'+98MATCH LINE - SEE SHEET TH4-7MATCH LINE - SEE BELOW12'
12'
14'
12'
12'
12'
14'
12'
12'
27B
R/W
12 38
24
12
24
38 241227B 2412
12
12
Var 14'-18'14'
24 12 27B
38 1224+24+33+20+43+50+56+05+28+71+22+27+51+36+73+98+51+2720'28'3'12'
LINE
SAWCUT
LINE
SAWCUT
AREA
WORK
12'12'3'
CL
(SURFACE MOUNTED)
CHANNELIZER
SECTION B-B
N.T.S.
16'
(SURFACE MOUNTED)
CHANNELIZER
CL
(SURFACE MOUNTED)
CHANNELIZER
12'12'
Var 2'-12'
LINE
SAWCUT
LINE
SAWCUT Var 11'-21'
10'
SECTION C-C
N.T.S.
LL
LL(2' WIDE)
AREA
WORK
AREA
WORK
*(4-8)3
*(4-8)1
*(4-8)8
*(4-8)7
W13-1P(40)
(4-8)5G20-5aP
(4-8)6R2-1(40)
T
O FROM+02+02CONSTRUCTION NOTE ON THIS SHEET:
1 CONSTRUCT ROADWAY WIDENING.
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
1
1
R
(4-8)9 W10-1
R/W R/WAT 40' O.C. (5 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*(4-8)10C31A(CA)AT 40' O.C. (15 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*(4-8)12 C27(CA)*
R4-7
(4-8)2 TYPE N-1(CA)
AT 40' O.C. (8 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
1
*(4-8)14C31A(CA)
AT 40' O.C. (8 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*(4-8)15C27(CA)
R
14'
12'
12'
(4-8)11
12'
14'
*C27(CA)
(2' WIDE)
AT 40' O.C. (5 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
AT 40' O.C. (15 TOTAL)
CHANNELIZER (SURFACE MOUNTED)+72R
12'
12'
(4-8)13*C31A(CA)
R4-7
(4-8)4 TYPE N-1(CA)
14'14'-15'
Var
14'-18'
Var
11
R
R
Var 14'-15'
12'
(4-8)16*C27(CA)
AT 40' O.C. (37 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
*(4-8)17C31A(CA)AT 40' O.C. (37 TOTAL)
CHANNELIZER (SURFACE MOUNTED)*(4-8)19C27(CA)
*(4-8)18C31A(CA)
*(4-8)21C31A(CA)
W1-4R
*(4-8)20C27(CA)R
R
12'
12'
*
*
R
(3 TOTAL)
BARRICADE (TYPE III)
( 3 TOTAL)
BARRICADE (TYPE III)+40+98+11C70076
ARTURO VIVAR
295
CONC
ASPHASPH LANDCO RDRRRRP
P
P
P
DIRTASPH ASPHASPH
ASPH
ASPHRRRR105010551060123467891
1065 1070 107523467891234 6
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:04 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENI
G
N
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SCALE: 1" = 50'TH4-9
SEGMENT 4
(STAGE 2)
ROSEDALE Hwy
GIBSON StR/W R/W
R/W
R/WR/WR/WR/W"ROS" LINE
24
2438 +1412'12'
12'
12'
12'+1412'
G20-5aP
R2-1(40)
R2-12MATCH LINE - SEE SHEET TH4-812'
12'
12'
12'
12'
27B12
15'
12 382412
38 24 12
+98+67+54+60+98+34+54+603'
(SURFACE MOUNTED)
CHANNELIZER
Var 16'-19'
D
D
16'-19'
Var
12'
(SURFACE MOUNTED)
CHANNELIZER
LINE
SAWCUT
LINE
SAWCUT
Var 2'-6'
N.T.S.
12'12'
CL
LINE
"ROS"
12'
AREA
WORK
SECTION D-D
*(4-9)1
TRAFFIC HANDLING PLAN
STAGE CONSTRUCTION AND
APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY
CONSTRUCTION NOTE ON THIS SHEET:
1 CONSTRUCT ROADWAY WIDENING.
1
1
1
(Var 23'-26')
(12')
(12')
(12')
(12')
(Var 20'-22')
(12')
(12')
AT 40' O.C. (7 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
AT 40' O.C. (7 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
R4-7
(4-9)2TYPE N-1(CA)
12'
12'
15'
AT 40' O.C. (15 TOTAL)
CHANNELIZER (SURFACE MOUNTED)CONDITION AFTER CONSTRUCTION OF MEDIAN
RESTORE STRIPING TO PRE-CONSTRUCTION
*(4-9)5C31A(CA)
*(4-9)7C27(CA)ENTRANCE)CENTER(SHOPPING*(4-9)9R4-7
TYPE N-1(CA)(4-9)10
*(4-9)8C31A(CA)
AT 40' O.C. (15 TOTAL)
CHANNELIZER (SURFACE MOUNTED)
R
*(4-9)3 R4-7
TYPE N-1(CA)(4-9)4
*(4-9)6C27(CA)
R R/WR
*
*
*
(2 TOTAL)
BARRICADE (TYPE III)
(2 TOTAL)
BARRICADE (TYPE III)
(3 TOTAL)
BARRICADE (TYPE III)
C70076
ARTURO VIVAR
296
FP
FP
ASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPHASPH
ASPH
10806789 1 2 3 4 61085 7 8 98
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:05 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
THQ4-1
SEGMENT 4
TRAFFIC HANDLING QUANTITIES
QUANTITIES SIGN HANDLINGTRAFFIC
STAGE No.SHEET LETTERSIGN
CODESIGN
DISCPRIPTIONSIGN in) x(in
SIZEPANEL AREAPANEL
(N) SIZE & POSTS WOOD OFNo.
(N)MOUNTED)
(BARRICADE SIGNINSTALL
(N)SIGN
RELOCATE
FEDERAL CALIFORNIA 4"x4"4"x6"6"x6"6"x8"
POSTONE POSTSTWO
SQFT EA EA EA EA
1A
TH4-1
(4-1)1 "L"W73 AHEAD EXITS LANELEFT 36 x36 9 1
(4-1)2 "R"W74 RIGHT MERGE TRAFFICTHRU 36 x36 9 1
(4-1)3 R3-7L LEFT TURN MUST LANELEFT 36 x36 9 1
(4-1)4 C30 CLOSEDLANE 30 x30 6.25 1
(4-1)5 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-1)6 R4-7 RIGHTKEEP 30 x24 5 1
(4-1)7 C30 CLOSEDLANE 30 x30 6.25 1
(4-1)8 C30 CLOSEDLANE 30 x30 6.25 1
(4-1)9 R4-7 RIGHTKEEP 30 x24 5 1
(4-1)10 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-1)11 C31A SHOULDERNO 36 x36 9 1
(4-1)12 C27 TRENCHOPEN 36 x36 9 1
(4-1)13 G20-5aP (PLAQUE) ZONEWORK 18 x24 3
(4-1)14 (40)R2-1 LIMITSPEED 36 x30 7.5 X X
(4-1)15 C31A SHOULDERNO 36 x36 9 1
(4-1)16 C27 TRENCHOPEN 36 x36 9 1
(4-1)17 R4-7 RIGHTKEEP 30 x24 5 1
(4-1)18 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-1)19 R4-7 RIGHTKEEP 30 x24 5 1
(4-1)20 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-1)21 C31A SHOULDERNO 36 x36 9 1
(4-1)22 C27 TRENCHOPEN 36 x36 9 1
(4-1)23 W10-1 WARNING ADVANCE CROSSINGGRADE Dia.36 7.1 X X
(4-1)24 C31A SHOULDERNO 36 x36 9 1
(4-1)25 C27 TRENCHOPEN 36 x36 9 1
(4-1)26 W10-1 WARNING ADVANCE CROSSINGGRADE Dia.36 7.1 X X
(4-1)27 C31A SHOULDERNO 36 x36 9 1
(4-1)28 C27 TRENCHOPEN 36 x36 9 1
(4-1)29 R4-7 RIGHTKEEP 30 x24 5 1
(4-1)30 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-1)31 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-1)32 R4-7 RIGHTKEEP 30 x24 5 1
(4-2)1 C31A SHOULDERNO 36 x36 9 1
(4-2)2 C27 TRENCHOPEN 36 x36 9 1
(4-2)3 C27 TRENCHOPEN 36 x36 9 1
(4-2)4 C31A SHOULDERNO 36 x36 9 1
(4-2)5 C31A SHOULDERNO 36 x36 9 1
(4-2)6 C27 TRENCHOPEN 36 x36 9 1
(4-2)7 R4-7 RIGHTKEEP 30 x24 5 1
(4-2)8 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-2)9 R4-7 RIGHTKEEP 30 x24 5 1
(4-2)10 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-2)11 C31A SHOULDERNO 36 x36 9 1
(4-2)12 C27 TRENCHOPEN 36 x36 9 1
(4-2)13 C31A SHOULDERNO 36 x36 9 1
(4-2)14 C27 TRENCHOPEN 36 x36 9 1
(4-2)15 W1-4L CURVEREVERSE 36 x36 9 X X
(4-2)16 (40)W13-1P (PLAQUE) SPEEDADVISORY 24 x24 4
(4-2)17 C24 AHEAD WORKSHOULDER 30 x30 6.25 X X
(4-2)18 R4-7 RIGHTKEEP 30 x24 5 1
ONLY. INFORMATION FOR ITEM, PAY SEPARATE A NOT =(N)
TH4-2
C70076
ARTURO VIVAR
297
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:06 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
THQ4-2
SEGMENT 4
TRAFFIC HANDLING QUANTITIES
QUANTITIES SIGN HANDLINGTRAFFIC
STAGE No.SHEET LETTERSIGN
CODESIGN
DISCPRIPTIONSIGN in) x(in
SIZEPANEL AREAPANEL
(N) SIZE & POSTS WOOD OFNo.
(N)MOUNTED)
(BARRICADE SIGNINSTALL
(N)SIGN
RELOCATE
FEDERAL CALIFORNIA 4"x4"4"x6"6"x6"6"x8"
POSTONE POSTSTWO
SQFT EA EA EA EA
(4-2)19 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-2)20 R4-7 RIGHTKEEP 30 x24 5 1
(4-2)21 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-2)22 C31A SHOULDERNO 36 x36 9 1
(4-2)23 C27 TRENCHOPEN 36 x36 9 1
TH4-3
(4-3)1 C31A SHOULDERNO 36 x36 9 1
(4-3)2 C27 TRENCHOPEN 36 x36 9 1
(4-3)3 R4-7 RIGHTKEEP 30 x24 5 1
(4-3)4 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-3)5 R2-12 LIMIT SPEED ZONE WORKEXIT 36 x24 6 X X
1B
TH4-4
(4-4)1 W12-1 ARROWDOUBLE 30 x30 6.25 1
(4-4)2 C27 TRENCHOPEN 36 x36 9 1
(4-4)3 G20-5aP (PLAQUE) ZONEWORK 18 x24 3
(4-4)4 (40)R2-1 LIMITSPEED 36 x30 7.5 X X
(4-4)5 W1-4R CURVEREVERSE 36 x36 9 X X
(4-4)6 C31A SHOULDERNO 36 x36 9 1
(4-4)7 C27 TRENCHOPEN 36 x36 9 1
(4-4)8 C31A SHOULDERNO 36 x36 9 1
(4-4)9 W10-1 WARNING ADVANCE CROSSINGGRADE Dia.36 1
(4-4)10 C30 CLOSEDLANE 30 x30 6.25 1
TH4-5
(4-5)-1 C31A SHOULDERNO 36 x36 9 1
(4-5)-2 W10-1 WARNING ADVANCE CROSSINGGRADE Dia.36 7.1 1
(4-5)-3 W1-4R CURVEREVERSE 36 x36 9 X X
(4-5)-4 (40)W13-1P (PLAQUE) SPEEDADVISORY 24 x24 4
(4-5)-5 C27 TRENCHOPEN 36 x36 9 1
(4-5)-6 C27 TRENCHOPEN 36 x36 9 1
(4-5)-7 W10-1 WARNING ADVANCE CROSSINGGRADE Dia.36 7.1 1
(4-5)-8 C31A SHOULDERNO 36 x36 9 1
(4-5)-9 C31A SHOULDERNO 36 x36 9 1
(4-5)-10 C27 TRENCHOPEN 36 x36 9 1
(4-5)-11 W21-5 WORKSHOULDER 36 x36 9 1
(4-5)-12 C31A SHOULDERNO 36 x36 9 1
(4-5)-13 C27 TRENCHOPEN 36 x36 9 1
(4-5)-14 C31A SHOULDERNO 36 x36 9 1
(4-5)-15 G20-5aP (PLAQUE) ZONEWORK 18 x24 3
(4-5)-16 (40)R2-1 LIMITSPEED 36 x30 7.5 X X
(4-5)-17 C27 TRENCHOPEN 36 x36 9 1
(4-6)1 W21-5 WORKSHOULDER 36 x36 9 1
(4-6)2 G20-5aP (PLAQUE) ZONEWORK 18 x24 3
TH4-6
(4-6)3 (40)R2-1 LIMITSPEED 36 x30 7.5 X X
(4-6)4 W1-4R CURVEREVERSE 36 x36 9 X X
(4-6)5 R2-12 LIMIT SPEED ZONE WORKEXIT 36 x24 6 X X
(4-6)6 C27 TRENCHOPEN 36 x36 9 1
(4-6)7 C31A SHOULDERNO 36 x36 9 1
(4-6)8 C27 TRENCHOPEN 36 x36 9 1
(4-6)9 R3-7R RIGHT TURN MUST LANERIGHT 36 x36 9 X X
(4-6)10 C31A SHOULDERNO 36 x36 9 1
(4-6)11 W74 RIGHT MERGE TRAFFICTHRU 36 x36 9 X X
(4-6)12 W1-4L CURVEREVERSE 36 x36 9 X X
ONLY. INFORMATION FOR ITEM, PAY SEPARATE A NOT =(N)
TH4-2
C70076
ARTURO VIVAR
298
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:07 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
THQ4-3
SEGMENT 4
TRAFFIC HANDLING QUANTITIES
QUANTITIES SIGN HANDLINGTRAFFIC
STAGE No.SHEET LETTERSIGN
CODESIGN
DISCPRIPTIONSIGN in) x(in
SIZEPANEL AREAPANEL
(N) SIZE & POSTS WOOD OFNo.
(N)MOUNTED)
(BARRICADE SIGNINSTALL
(N)SIGN
RELOCATE
FEDERAL CALIFORNIA 4"x4"4"x6"6"x6"6"x8"
POSTONE POSTSTWO
SQFT EA EA EA EA
2
TH4-7
(4-7)1 R4-7 RIGHTKEEP 30 x24 5 1
(4-7)2 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-7)3 R4-7 RIGHTKEEP 30 x24 5 1
(4-7)4 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-7)5 C27 TRENCHOPEN 36 x36 9 1
(4-7)6 C31A SHOULDERNO 36 x36 9 1
(4-7)7 R3-7R RIGHT TURN MUST LANERIGHT 36 x36 9 X X
(4-7)8 C24 AHEAD WORKSHOULDER 30 x30 6.25 X X
(4-7)9 C27 TRENCHOPEN 36 x36 9 1
(4-7)10 C31A SHOULDERNO 36 x36 9 1
(4-7)11 W1-4L CURVEREVERSE 36 x36 9 X X
(4-7)12 (40)W13-1P (PLAQUE) SPEEDADVISORY 24 x24 4
(4-7)13 W10-1 WARNING ADVANCE CROSSINGGRADE Dia.36 7.1 X X
TH4-8
(4-8)1 R4-7 RIGHTKEEP 30 x24 5 1
(4-8)2 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-8)3 R4-7 RIGHTKEEP 30 x24 5 1
(4-8)4 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-8)5 G20-5aP (PLAQUE) ZONEWORK 18 x24 3 1
(4-8)6 (40)R2-1 LIMITSPEED 36 x30 7.5 1
(4-8)7 W1-4R CURVEREVERSE 36 x36 9 X X
(4-8)8 (40)W13-1P (PLAQUE) SPEEDADVISORY 24 x24 4
(4-8)9 W10-1 WARNING ADVANCE CROSSINGGRADE Dia.36 7.1 X X
(4-8)10 C31A SHOULDERNO 36 x36 9 1
(4-8)11 C27 TRENCHOPEN 36 x36 9 1
(4-8)12 C27 TRENCHOPEN 36 x36 9 1
(4-8)13 C31A SHOULDERNO 36 x36 9 1
(4-8)14 C31A SHOULDERNO 36 x36 9 1
(4-8)15 C27 TRENCHOPEN 36 x36 9 1
(4-8)16 C27 TRENCHOPEN 36 x36 9 1
(4-8)17 C31A SHOULDERNO 36 x36 9 1
(4-8)18 C31A SHOULDERNO 36 x36 9 1
(4-8)19 C27 TRENCHOPEN 36 x36 9 1
(4-8)20 C27 TRENCHOPEN 36 x36 9 1
(4-8)21 C31A SHOULDERNO 36 x36 9 1
TH4-9
(4-9)1 R4-7 RIGHTKEEP 30 x24 5 1
(4-9)2 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-9)3 R4-7 RIGHTKEEP 30 x24 5 1
(4-9)4 N-1TYPE MARKEROBJECT 18 x18 2.25 1
(4-9)5 C31A SHOULDERNO 36 x36 9 1
(4-9)6 C27 TRENCHOPEN 36 x36 9 1
(4-9)7 C27 TRENCHOPEN 36 x36 9 1
(4-9)8 C31A SHOULDERNO 36 x36 9 1
(4-9)9 R4-7 RIGHTKEEP 30 x24 5 1
(4-9)10 N-1TYPE MARKEROBJECT 18 x18 2.25 1
ONLY. INFORMATION FOR ITEM, PAY SEPARATE A NOT =(N)
C70076
ARTURO VIVAR
299
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:07 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
THQ4-4
SEGMENT 4
TRAFFIC HANDLING QUANTITIES
DELINEATION PAVEMENTTEMPORARY
STAGE No.SHEET STATION
(PAINT) STRIPE TRAFFICTEMPORARY
MARKERPAVEMENT
(PAINT) MARKINGPAVEMENT
WHITE YELLOW TYPEARROW DIAGONALS ORLL
SYMBOL XINGRR
12 27B 27C 37B 38 40 22 24 29 32 DTYPE GTYPE (R) or (L)III (R) or (L)IV WHITE12" YELLOW12"
LF LF LF LF LF LF LF LF LF LF SQFT SQFT SQFT SQFT SQFT
1A
TH4-1
1043+50 TO 1037+57"ROS"795 795 160 418 797 36 168 0 0 0 0
1058+50 TO 1043+50"ROS"2500 2625 154 581 2502 78 252 0 96 0 472
TH4-2
1070+50 TO 1058+50"ROS"2398 2398 716 2399 82 210 0 0 0 0
1083+50 TO 1070+50"ROS"2882 780 84 1194 2189 112 420 0 0 0 0
TH4-3 1090+65 TO 1083+50"ROS"1796 696 220 68 168 0 0 0 0
1B
TH4-4 1049+50 TO 1037+57"ROS"1998 1998 281 297 350 1298 141 55 84 0 276 0 236
TH4-5
1061+50 TO 1049+50"ROS"2117 2230 473 826 801 140 66 0 0 96 144 236
1076+50 TO 1061+50"ROS"3000 2881 118 438 489 653 114 83 0 0 0 333 0
TH4-6 1089+52 TO 1076+50"ROS"2798 1451 343 1206 566 316 78 111 378 0 0 108 0
2
TH4-7 1049+50 TO 1037+57"ROS"1985 665 944 1985 83 252 0 0 0 236
TH4-8
1061+50 TO 1049+50"ROS"2066 372 392 2067 61 168 0 100 0 244
1076+50 TO 1061+50"ROS"3000 406 415 3001 82 126 0 0 0 0
TH4-9 1089+52 TO 1076+50"ROS"1978 264 941 1653 82 294 0 0 0 0
SUBTOTAL 29313 16865 516 343 8695 297 2231 16813 2415 653 472 999 2520 0 568 585 1424
TOTAL 78141 1471 5097
DEVICES CONTROL TRAFFICTEMPORARY
STAGE No.SHEET MOUNTED)(SURFACE
CHANNELIZERS
III)(TYPE
BARRICADES
K)(TYPE
RAILINGTemp
EA EA LF
1A
TH4-1 113 19
TH4-2 118 13
TH4-3 6 2
1B
TH4-4 66 7
TH4-5 128 14 220
TH4-6 31 5
2
TH4-7 50 9
TH4-8 130 18
TH4-9 44 11
TOTAL 686 98 220
CONSTRUCTION STAGE FROMEARTHWORK
STAGE No.SHEET LINE"ROS"
STATION EXCAVATIONROADWAY
CY
1A
TH4-1 1058+50 TO1037+57 1218
TH4-2 1071+60 TO1058+50 900
TH4-2 1078+50 TO1071+60 464
TH4-2 1083+50 TO1078+50 219
TH4-3 1090+65 TO1083+50 30
QUANTITIES EARTHWORK TOSUBTOTAL 2832
CONSTRUCTION STAGE FROM PAVEMENTTEMPORARY
STAGE No.SHEET LINE"ROS"
STATION A)(TYPE
ASHPALT MIXHOT
BASEAGGREGATE
2CLASS COATTACK
TON CY TON
1A
TH4-1 1058+50 TO1037+57 1131 660 1.3
TH4-2 1071+60 TO1058+50 835 487 0.9
TH4-2 1078+50 TO1071+60 345 294 0.4
TH4-2 1083+50 TO1078+50 204 119 0.2
TH4-3 1090+65 TO1083+50 28 16 0.0
QUANTITIES ROADWAY TOSUBTOTAL 2542 1576 2.9
REMOVE
STAGE No.SHEET STATION
STRIPETHERMOPLASTIC MARKING
PAVEMENT
MARKER
PAVEMENT
LF SQFT EA
1A
TH4-1 1043+50 TO 1037+57"ROS"1395 84 27
1058+50 TO 1043+50"ROS"4817 880 86
TH4-2 1070+50 TO 1058+50"ROS"4170 126 43
1083+50 TO 1070+50"ROS"3328 560 44
TH4-3 1090+65 TO 1083+50"ROS"1507 169 80
1B
TH4-4 1049+50 TO 1037+57"ROS"
TH4-5 1061+50 TO 1049+50"ROS"
1076+50 TO 1061+50"ROS"
TH4-6 1089+52 TO 1076+50"ROS"
2
TH4-7 1049+50 TO 1037+57"ROS"219
TH4-8 1061+50 TO 1049+50"ROS"
1076+50 TO 1061+50"ROS"
TH4-9 1089+52 TO 1076+50"ROS"
SUBTOTAL 15217 2038 280
TOTAL 15217 2038 280
CUSHIONS CRASHTEMPORARY
STAGE No.SHEET STATION TYPEARRAY MODULECUSHION
CRASHTemp
EA
1A
TH4-1
1043+50 TO 1037+57"ROS"
1058+50 TO 1043+50"ROS"
TH4-2
1070+50 TO 1058+50"ROS"
1083+50 TO 1070+50"ROS"
TH4-3 1090+65 TO 1083+50"ROS"
1B
TH4-4 1049+50 TO 1037+57"ROS"
TH4-5
1061+50 TO 1049+50"ROS"TB11 22
1076+50 TO 1061+50"ROS"
TH4-6 1089+52 TO 1076+50"ROS"
2
TH4-7 1049+50 TO 1037+57"ROS"
TH4-8
1061+50 TO 1049+50"ROS"
1076+50 TO 1061+50"ROS"
TH4-9 1089+52 TO 1076+50"ROS"
TOTAL 22
SQFTSQFT
300
ARTURO VIVAR
C70076
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:08 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
LANDCO RdMOHAWK StPARKER LnROSEDALE Hwy
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/W
R/W
R/W
R/W R/WR/WR/W
R/WR/W
"ROS" LINE
"ROS" LINE
R/W
APPROVED FOR PAVEMENT DELINEATION AND SIGN WORK ONLY SCALE: 1" = 50'
PD4-111'12'12'10'12'12'16'12'
12'
12'
12'
12'
12'
12'
16'
12'
14'
12'
14'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
Var
11'
11'
8'
8'
8'
8'
12'
12'
11'
12'
12'
11'
12'
12'
12'
12'
8'
14'
14'14'
14'14'
14'
14'
14'
16'
PAVEMENT DELINEATION DETAILXX
LEGEND:
1 4" WHITE LINE
NOTES:
CW
1
CW
(L) ARROW
TYPE IV
(R) ARROW
TYPE IV
38A
38A
1
2 12" WHITE LINE
1
1
12
12
383838A
38
CW
LL
CW
2
CW
38
38 12
1238
1
1 38
12
12
38
1
1
CW
CW
LL
1
1 38
38 12
12
(Typ)
LL
2 (Typ)COUNTY BOUNDARYSTATE BOUNDARYSEE BELOWMATCH LINE STA 1049+50MATCH LINE STA 1049+50SEE ABOVE1
8'
AND SIGN PLAN
PAVEMENT DELINEATION
SEGMENT 4 SEE SHEET PD4-2MATCH LINE STA 1064+50TYPE IV (L) ARROW (3 EA)SJVRTYPE IV (L) ARROW (2 EA)
TYPE IV (L) ARROW (5 EA)
TYPE IV (R) ARROW (3 EA)
12" WHITE CROSSWALK PAVEMENT MARKING
12" WHITE LIMIT LINE PAVEMENT MARKING
STA 1037+50SEE SHEET PD3-6PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPH
ASPHMOHAWK STPARKER LN1040 1045891234 6 7 8 9
RRRRRRSTOP
P P
ASPH
ASPH
P P
DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
LANDCO RD1050 1055 106012346789 1 2 3 4RRRRRR
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:09 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
08-12-15
ARTURO VIVAR
C70076
CONFORMED SET04/01/150
366301
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
LANDCO DrROSEDALE HwyR/WR/WR/W
R/W
R/WR/WR/WR/WR/WR/W
R/W
R/WR/W R/WR/WR/W
R/W
"ROS" LINE
"ROS" LINE
R/W
APPROVED FOR PAVEMENT DELINEATION AND SIGN WORK ONLY SCALE: 1" = 50'
12'
12'
12'
12'
12'
12'
12'
14'
23'
14'
12'
14'
12'
20'
12'
20'
14'
12'
12'
12'
21'
12'
12'
20'
12'
12'
20'
12'
12'
20'
12'
12'
20'
Var
12'
12'
12'
11'
12'
20'
12'
20'
14'
14'14'
14'14'
14'
14'
14'
14'
CW
(L) ARROW
TYPE IV
(R) ARROW
TYPE IV
38A
12
12
38
LL
CW
1
CW
12
12
12
12
38
CW
LL
38
12
12
(Typ)
1 (Typ)COUNTY BOUNDARYSTATE BOUNDARYSEE BELOWMATCH LINE STA 1049+50MATCH LINE STA 1049+50SEE ABOVEAND SIGN PLAN
PAVEMENT DELINEATION
SEGMENT 4 SEE SHEET PD4-2MATCH LINE STA 1064+50SJVRSTA 1037+50SEE SHEET PD3-6G7-1
R9-3a
R9-3a(2EA)
(4-1)5
MOHAWK StR28(CA)
(4-1)6
(4-1)7
(4-1)8 FROMTOFRO
MTO TOFROM BUS W10-1
W10-1
(4-1)12
F
R
O
MTOG8-4(CA)
(4-1)13
(4-1)14 FROMTO
R3-2
R3-2
(4-1)15
FROMTO(4-1)16
T O FROMR26A(CA)R26A(CA)
W10-1
(4-1)18
F
ROMT
O
W10-1
(4-1)17 FROMTOBUS
(4-1)23
W1-7
(FEBT & FWBT)
(FSBT & FNBT)
D3-1(LANDCO Dr) (2EA)
(4-1)19
(4-1)20
(4-1)24
(4-1)21
(4-1)22
(4-1)25
CHECK E SHEET
BUS
(4-1)26
SG19(CA)FROM
TO (4-1)27
R47(CA)FROMTOMA
D3-1(STATE Hwy 58)(2EA)
T
O
F
R
O
M20'12'12'TYPE III (L) ARROW (3 EA)
TYPE III (L) ARROW (3 EA)
RAILROAD CROSSING SYMBOL
2(Typ)
2 (Typ)
I-13
14'
12'
16'
40A
RAILROAD CROSSING SYMBOL
G7-1
R73-5(CA)
MA
G7-1
R73-6(CA)
G11-8(CA)
R9-3a(2EA)
MA
FROMTO(4-1)1
FROMTO(4-1)3
(2 EA)
R9-3a
R9-3a
R26(CA)
R81(CA)
(4-1)4 FROMTO(4-1)2
(3-6)4 FROMTO FROMTOTYPE III (L) ARROW (4 EA)
TYPE III (R) ARROW (2 EA)
TO EXISTING
CONFORM
NO PARKING
40AFROMTOFROMTO
FROMTOF
R
O
MTO
FROMTOFRO
MTOFROMTO FROMTO
(4-1)10 (4-1)11
R100B(CA)TOF
ROM+19.00+70.00+34.00+10.00R73-2(CA)
(4-1)28
(4-1)29
R73-5(CA)
(4-1)30
R3-4
G7-1
MA
R73-6(CA)
(4-1)43
(4-1)31
(4-1)32
R73-6(CA)
MA
G8-1
(4-1)33
(Landco Dr )
(4-1)34
R73-2(CA)
MA
MA
G8-1
(4-1)36
(Landco Dr )
(4-1)35
R73-2(CA)
MA
(FEBT & FWBT)
(FSBT & FNBT)
D3-1(PARKER Ln) (2EA)
(4-1)37
Type N-1(CA)
K-1(CA)
(2EA)
(4-1)38
R4-7
K-1(CA)
(2EA)
(4-1)40
R4-7
(4-1)39
R4-7
MA
MA
MA
MA
MA
SSBM
SSBM
(Typ)
2
R100B(CA)
(Parker Ln )
G8-4(CA) FWBT
G8-4(CA) FEBT
G8-4(CA)
Landco Dr
(4-1)41
G8-4(CA)
Landco Dr
(4-1)42 +57.00+96.00TYPE III (L) ARROW (5 EA)
21
BY OTHERS)
(RELOCATION
R6-1(R)
BY OTHERS)
(RELOCATION
2. EXACT LOCATION AND POSITION OF ROADSIDE
SIGNS SHALL BE DETERMINED BY THE ENGINEER.
3. POST LENGTHS GIVEN ARE APPROXIMATE. EXACT
LENGTHS TO BE DETERMINED BY THE ENGINEER.
5. BASE PLATE ELEVATIONS SHALL BE VERIFIED BY
THE ENGINEER.
6. FEDERAL SIGN CODES ARE SHOWN UNLESS DESIGNATED
BY <CA> WHICH INDICATES A CALIFORNIA SIGN CODE.
OR RELOCATION SHALL REMAIN IN PLACE.
7. ALL EXISTING SIGNS NOT SHOWN FOR REMOVAL
NOTES:
CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA,
PAVEMENT DELINEATION DETAILXX
CW 12" WHITE CROSSWALK PAVEMENT MARKING
ROADSIDE SIGN NUMBER
REMOVE ROADSIDE SIGN
RELOCATE ROADSIDE SIGN
EXISTING ROADSIDE SIGN TO REMAINLEGEND AND ABBREVIATION:
No.
OBJECT MARKER (TYPE SHOWN ON PLANS)
YW 12" YELLOW CROSSWALK PAVEMENT MARKING
LL 12" WHITE LIMIT LINE PAVEMENT MARKING
1 12" WHITE LINE 25' OC
2 2' WHITE LINE
FACING NORTHBOUND TRAFFICFNBT
FACING SOUTHBOUND TRAFFIC
FACING WESTBOUND TRAFFIC
FACING EASTBOUND TRAFFIC
FSBT
FWBT
FEBT
SSBM
MA MAST ARM MOUNTED SIGN. SEE ELECTRICAL PLANS.
STRAP AND SADDLE BRACKET MOUNTED SIGN
FB FLASHING BEACON MOUNTED SIGN. SEE ELECTRICAL PLANS.
ONE POST SIGN
TWO POST SIGN
NEWExist
MOUNTED SIGN (SSBM, MA, PB, FB)
(Rosedale Hwy)
(4-1)44
MA
(4-1)45FROMTO
(Rosedale Hwy)
(4-1)46
(Mohawk St)
(4-1)47
(4-1)48
SSBM
MA
MA (4-1)49
G7-1
(4-1)52
D3-1(STATE Hwy 58)(2EA)
G7-1
MA (4-1)50
(Route 58)
G7-1
MA (4-1)51
(Route 58)
(Route 58)
SSBM
R2-1
BUS
BY OTHERS)
(RELOCATION
F
R
OMT
O TOFROMR3-2
RIGHT TURN ONLY
TYPE III (R) ARROW (2 EA)
TYPE III (L) ARROW (2 EA)+58.00+20.00+54.0038A
38
PLANS, SSBM
SEE ELECTRICAL
(4-1)53
FROMTOR2-1
12'
12'
R9-3a
SSBM
(4-1)54
6'
39
8. CROSSWALK PAVEMENT MARKINGS SHOULD BE CENTERED
ON CROSSWALK UNLESS OTHERWISE NOTED.31'
38
LnPARKER (Mohawk St )
4. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD
DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS.
16'19'
12'12'
11'
11'11'
12'
27B
27B
27B
27B +22.00+50.00+47.00+60.00+50.00+38.00+75.00+48.00D3-1(ROSEDALE HWY)(2EA)
D3-1(ROSEDALE HWY)(2EA)
ARROW (3 EA)
TYPE III (R)
G28-2(CA)
(4-1)55
R6-1R
R4-7
FIRE HYDRANT LOCATION PAVEMENT MARKER
TWO-WAY BLUE RAISED RETROREFLECTIVE
9
38
140'60'FROM TO FROMTO
BLUE PAVEMENT MARKER
MARKER
PAVEMENT
BLUE
BLUE PAVEMENT MARKER
(4-1)9
R6-1L
R6-1L
R6-1L
R6-1R
(Mohawk St)
BLUE PAVEMENT MARKER
MARKINGS (Typ)
PAVEMENT
"STOP"
(4-1)56
(4-1)57
R6-1R
R6-1L
Parker Ln
(SEE CALTRANS PLAN ES-7Q)
(SEE CALTRANS PLAN ES-7Q)
PEDESTRIAN BARRICADE (TYPE I)
PEDESTRIAN BARRICADE (TYPE I)
R9-11R
R9-9(Mod) (FEBT)
(FWBT)
R15-1
R15-8
R15-8
R8-8
(4-1)66
EMERGENCY
REPORT
(4-1)70
(4-1)61
R15-1
(4-1)64
R15-1
(4-1)65 (4-1)58
R15-8
(4-1)59
R8-8
(4-1)60
SSBM
SSBM
SSBM
SSBM
SSBM
SSBM
R15-1
(4-1)67
SSBM
R15-1
(4-1)68
SSBM
R15-1
(4-1)69SSBM
I-13
(4-1)71SSBM
REPORT EMERGENCY
R8-8
(4-1)63
SSBM
R8-8
(4-1)62
SSBM
LL
+60.00+23.0012'
12'
7'
7'
7'
04/10/151 FTM #1 - MOHAWK INTERSECTION MODIFICATION
ARTURO VIVAR
C70076
2 10/18/16 RFI # 524
K-1(CA)
SSBM
STANDARD PLANS.
BIKE ARROW MARKING PER CALTRANS
BIKE LANE SYMBOL WITH PERSON AND
1040 1045891234 6 7 8 9
1050 1055 106012346789 1 2 3 4RRRRRR
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:10 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH ASPHASPH
ASPH
ASPHMOHAWK STPARKER LNP P
ASPH
ASPH
P P
DIRTCONCASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
LANDCO RDRRRRRRSTOP
PD4-1REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
301r
2
2
2
2
REVISED SHEET
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK r
ROSEDALE Hwy
ROSEDALE Hwy FAIRHAVEN DrGIBSON StR/W R/W
R/W R/WR/WR/W R/W
R/WR/W
R/W
R/W
R/W R/W
R/W R/W R/W R/WR/WR/W
R/WR/W"ROS" LINE
"ROS" LINE
APPROVED FOR PAVEMENT DELINEATION AND SIGN WORK ONLY
PD4-2
20'
12'
12'
20'
14'
12'
20'
12'
12'
12'
20'
12'12'
12'
20'
12'
12'
20'
12'
12'
12'
12'
12'12'
12'
12'
12'
12'
12'
20'
14'
20'
14'
16'
14'
14'14'
16'
24'
38
12
12 38
12
12 38
CW
LL
CW
38
12
CW
12
38 SEE BELOWMATCH LINE STA 1075+50MATCH LINE STA 1075+50SEE ABOVESCALE: 1" = 50'
AND SIGN PLAN
PAVEMENT DELINEATION
SEGMENT 4MATCH LINE STA 1064+50SEE SHEET PD4-1(FEBT & FWBT)
(FSBT & FNBT)
D3-1(CASE St) (2EA)
G8-4(CA)
BUS
R1-1
(FEBT & FWBT)
(FSBT & FNBT)
(4-2)1
(4-2)2
(4-2)4
(4-2)5 (4-2)6
(4-2)3
ASPH
R2-1
(4-2)8
FROMT
OR2-1
(4-2)7
BUS
Gibson Street
D9-3a
G8-4(CA)
Fairhaven Dr
BUS
Rosedale Hwy)
(Route 58/
Rosedale Hwy)
(Route 58/
G7-1
)(Gibson St
G7-1
)(Gibson St
(FEBT & FWBT)
(FSBT & FNBT)
D3-1(GIBSON St) (2EA)
G12-2
G12-2
Gibson Street
G8-4(CA)
D9-3a
R18A(CA)
W73A(CA)
W74
R26(CA)
R6-1
R6-1
Rosedale Hwy)
(Route 58/
G12-2
Rosedale Hwy)
(Route 58/
G12-2
MA
MA
MA
MA
MA
MAFROMT
O
TYPE III (L) ARROW (3 EA)
R100B(CA)FROMTOTO
FROMFROMTOTOFROMR100B(CA)FROMTO12'
12'
12'
12'FROMTOFROMTOSSBM
FROMTO+94.00F
R
OMT
OTOFROMMA
R73-3(CA)
MA
R73-3(CA)
MA
R73-3(CA)
R73-3(CA)
MA
TYPE III (L) ARROW (4 EA)
24'
TYPE III (R) ARROW
(4-2)11
(4-2)12
(4-2)10
(4-2)13
(4-2)15
(4-2)16
(4-2)17
(4-2)14
(4-2)18
(4-2)19
+54.00+05.00+33.00+58.00D3-1(ROSEDALE HWY)(2EA)
D3-1(STATE Hwy 58)(2EA)
D3-1(STATE Hwy 58)(2EA)
20'19'
16'
18'
TYPE Q(CA)
(2 EA)
K-1(CA)
(2EA)
R4-7
(4-2)21
R4-7
(4-2)20
NOTES:
CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA,
(4-2)22
(4-2)23MA
G7-1
(4-2)25
(4-2)24MA
G7-1 FROMTO(4-2)26
BY OTHERS)
(RELOCATION
BY OTHERS)
(RELOCATION
(Route 58)
(Route 58)
SSBM
FWBT
TYPE III (L) ARROW (2 EA)
TYPE III (L) ARROW (2 EA)R/W38A+04.00+04.00+60.00+24.00+34.0020'
12'
14'
12'
12'
12'
20'ENTRANCECOSTCO TOFROM"STOP" PAVEMENT MARKINGS (Typ)
38
35'50'3850'38
(Fairhaven Dr )CASE StS.P.C.A
ANIMAL SHELTER
R6-1RR6-1R
R6-1L
R6-1L
R6-1L
R6-1R
TYPE III (L) ARROW
BLUE PAVEMENT MARKER
BLUE PAVEMENT MARKER
BLUE PAVEMENT MARKER
MARKER
BLUE PAVEMENT
BLUE PAVEMENT MARKER
BLUE PAVEMENT MARKER
MARKER
PAVEMENT
BLUE
(4-2)9FROMTO
MARKER (2 EA)
BLUE PAVEMENT
(4-2)27
FROM
TO
BLUE PAVEMENT MARKER (2 EA)
G8-4(CA)(MOD) FEBT
M6-1R(MOD)
(4-2)28
M6-1L(MOD)
(4-2)29
D3-1(STATE Hwy 58) (2EA)
D3-1(FAIRHAVEN DR) (2EA)
N-1(CA)
302
16'
ARTURO VIVAR
C70076
1065 1070 107567891234
10806789 1 2 3 4 61085 7 8 98STOP
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:11 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
ASPH
ASPH ASPHASPH
ASPH401.3
402.8
403.6
403.8 403.5
403.2
402.7 402.6
402.4
404.3
401.9 402.4 402.5
403.5
403.5 404.4
403.1
403.5
403.7
404.6
404.7
402.7
FP
FP ASPHASPHASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
404.3 404.4
405.4
403.7
404.6
403.7
404.4
404.4
404.5
404.4
ASPH
ASPH
ASPHGIBSON ST404.5
ASPH
ASPH
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
2. FOR NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET PD4-1.
PAVEMENT DELINEATION QUANTITIES
PDQ4-1
No.
SHEET STATION LOCATION DETAIL
MARKERPAVEMENT STRIPETRAFFIC
THERMOPLASTIC
MARKINGPAVEMENTTHERMOPLASTIC PLACE) IN (LEFT MOUNTED)(SURFACECHANNELIZERMARKER
OBJECT
RETROREFLECTIVENON-RETROREFLECTIVE
STRIPETRAFFIC THERMOPLASTIC4" 6-1)(BROKEN STRIPETRAFFIC THERMOPLASTIC4" 36-12)(BROKEN STRIPETRAFFIC THERMOPLASTIC4" 17-7)(BROKEN STRIPETRAFFIC THERMOPLASTIC4" STRIPE THERMOPLASTIC6" STRIPE THERMOPLASTIC8" 12-3)(BROKEN STRIPETRAFFIC THERMOPLASTIC8"A
TYPE
C
TYPE
D
TYPE
G
TYPE
H
TYPE
BLUE
TYPE
Q
TYPE
K-1
TYPE
L-1
TYPE
N-1
TYPE
EA EA EA EA EA EA LF LF LF LF LF LF LF SQFT EA EA EA EA EA
PD4-1 "ROS"1039+58 TO "ROS"Lt 12 75
PD4-1 "ROS"1039+58 TO "ROS"Rt 12 75
PD4-1 "ROS"1058+54 TO "ROS"1064+50 Lt 12 26 1192
PD4-1 "ROS"1058+54 TO "ROS"1064+50 Rt 12 26 1192
PD4-1 "ROS"1039+58 TO "ROS"1044+57 Lt 38 22 499
PD4-1 "ROS"1039+58 TO "ROS"1044+57 Lt 39 499
PD4-1 "ROS"1039+58 TO "ROS"1045+70 Lt 38 27 612
PD4-1 "ROS"1039+58 TO "ROS"1045+70 Lt 38A 613
PD4-1 "ROS"1039+58 TO "ROS"1045+70 Rt 38A 612
PD4-1 "ROS"1052+96 TO "ROS"Rt 38 19
PD4-1 "ROS"1058+54 TO "ROS"1062+19 Lt 38 17 365
PD4-1 "ROS"1050+50 TO "ROS"1051+38 Lt 27B 88
PD4-1 "ROS"1051+75 TO "ROS"1053+48 Lt 27B 173
PD4-1 "ROS"1049+50 TO "ROS"1051+22 Rt 27B 172
PD4-1 "ROS"1051+60 TO "ROS"1053+47 Rt 27B 187
PD4-1 LnParker 38 4
PD4-1 DrLandco 38 13 280
PD4-1 DrLandco 21 404
PD4-1 DrLandco 9 3
PD4-1 St Hwy/MohawkRosedale 40A 128
PD4-1 Dr Hwy/LandcoRosedale 40A 31
PD4-1 St Hwy/MohawkRosedale CW
PD4-1 LnParker CW
PD4-1 Dr Hwy/LandcoRosedale CW
PD4-1 St Hwy/MohawkRosedale LL 87
PD4-1 Dr Hwy/LandcoRosedale LL 57
PD4-1 LnParker "STOP"22
PD4-1 "ROS"1047+34 AND "ROS"1056+10 CROSSING""RAILROAD 420
PD4-1 "ROS"1039+58 TO "ROS"1045+70 LINE" WHITE"12"285
PD4-1 "ROS"1051+50 LINE" WHITE"2'188
PD4-1 "ROS"1047+50 AND "ROS"1056+50 LINE" WHITE"2'352
PD4-1 "ROS"1039+58 TO "ROS"1062+19 Lt/Rt ARROW IIITYPE 630
PD4-1 StMohawk ARROW IIITYPE 168
PD4-1 DrLandco ARROW IIITYPE 252
PD4-1 SHEETENTIRE 3 4
TOTALSHEET 159 0 0 307 0 3 1024 0 0 499 0 0 0 4 0 0
QUANTITIES
DELINEATION
PAVEMENT
3884
303
PD4-1 "ROS""ROS"1051+23 TO 1051+60 LL 74
1057+20
1057+20
1057+20
3524
3524
424
62
9432 3467
813
126
410
ARTURO VIVAR
C70076
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:12 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
PAVEMENT DELINEATION QUANTITIES
PDQ4-2
QUANTITIES
DELINEATION
PAVEMENT
No.
SHEET STATION LOCATION DETAIL
MARKERPAVEMENT STRIPETRAFFIC
THERMOPLASTIC
MARKINGPAVEMENTTHERMOPLASTIC PLACE) IN (LEFT MOUNTED)(SURFACECHANNELIZERMARKER
OBJECT
RETROREFLECTIVENON-RETROREFLECTIVE
STRIPETRAFFIC THERMOPLASTIC4" 6-1)(BROKEN STRIPETRAFFIC THERMOPLASTIC4" 36-12)(BROKEN STRIPETRAFFIC THERMOPLASTIC4" 17-7)(BROKEN STRIPETRAFFIC THERMOPLASTIC4" STRIPE THERMOPLASTIC6" STRIPE THERMOPLASTIC8" 12-3)(BROKEN STRIPETRAFFIC THERMOPLASTIC8"A
TYPE
C
TYPE
D
TYPE
G
TYPE
H
TYPE
BLUE
TYPE
Q
TYPE
K-1
TYPE
L-1
TYPE
N-1
TYPE
EA EA EA EA EA EA LF LF LF LF LF LF LF SQFT EA EA EA EA EA
PD4-2 "ROS"1064+50 TO "ROS"Lt 12 58
PD4-2 "ROS"1064+50 TO "ROS"Rt 12 58
PD4-2 "ROS"TO "ROS"1084+60 Lt 12 25
PD4-2 "ROS"TO "ROS"1084+60 Rt 12 25
PD4-2 "ROS"1065+33 TO "ROS"1071+24 Rt 38 26 591
PD4-2 "ROS"1073+05 TO "ROS"Rt 38
PD4-2 "ROS"TO "ROS"1081+34 Lt 38 11
PD4-2 "ROS"1082+54 TO "ROS"1084+60 Rt 38 10 206
PD4-2 "ROS"1082+54 TO "ROS"1084+60 Rt 38A 206
PD4-2 "ROS"TO "ROS"1079+94 Rt 38 5
PD4-2 DrFairhaven 38
PD4-2 StGibson 38 5 79
PD4-2 DrFairhaven CW
PD4-2 St Hwy/GibsonRosedale CW
PD4-1 "ROS"1084+60 LL 121
PD4-2 DrFairhaven "STOP"22
PD4-2 "ROS"1065+33 TO "ROS"1084+60 Lt/Rt ARROW IIITYPE 546
PD4-2 SHEETENTIRE 11 2 2
TOTALSHEET 0 0 0 0 11 0 0 0 0 0 0 2 2 0
SUBTOTAL 159 0 0 0 14 1024 0 0 499 0 0 2 6 0
TOTAL 159 1024 0 0 499 0 0
1
1
9
5355
5355
304
1078+04
1078+04
1079+04
1079+04
1078+04
1079+04
1079+04
22
4
249
556
570
2708
2708
1112
1112
499
230
90
70
1971
5438
5438
7640
17072
17072
113
669
1471
ARTURO VIVAR
C70076
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:12 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
DETAILS
SIGN
48
2.1 2.17.7
19.2 83"6554.21.51.57.3
[HWY] D;
1.0" Radius, White on Green;
[STATE] D;
[58] D;
D3-1
(4-1)45
SD4-13.545.2 25.6 348.2 19.6
5.2
8.2 3.51836
SIDEW ALK
CLOSED
[SIDEWALK] D;
[CLOSED] D;
R9-9(Mod)
2.0" Radius, 0.9" Border, 0.6" Indent, Black on White;
(4-1)56 (FEBT)
ARTURO VIVAR
C70076
305
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:13 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
QUANTITIES
SIGN
NOTES:
3. POST LENGTHS GIVEN ARE APPROXIMATE.
2. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY.
SQ4-1 No.SHEET No.SIGNCODE
SIGN
MUTCD
MESSAGESIGN SIZE
PANEL
SIGN
AREAPANEL MATERIAL FACINGSIGN (N)
SIGNALUMINUM
SHEETSINGLE
FURNISH
LENGTH &SIZE
TYPE, POSTWOOD
(N)
SIGNROADSIDE
(SSBM) SIGNINSTALL POST EXISTING ONPANEL SIGN ROADSIDEINSTALL(N)
SIGN
ROADSIDE
REMOVE
PANEL SIGNREMOVE SIGN ROADSIDERELOCATEBACKGROUND LEGEND
FILMPROTECTIVEWOOD
POSTMETALINSTALLATION SYSTEMELECTRICALCOLORSHEETING TYPEASTMRETROREFLECTIVECOLORSHEETING TYPEASTMRETROREFLECTIVEUNFRAMED
POSTONE POSTTWO POSTWOOD POSTMETALSSBM0.063"0.080"PREMIUMSTANDARD W"X H"SQFT SQFT SQFT 4"x4"4"x6"6"x6"6"x8"EA EA LB EA EA EA EA EA EA EA EA REMARKS
PD4-1
(4-1)1
R6-1R (Right) WAYONE
1
R4-7 RIGHTKEEP 24 x 30 5.0 WHITE III BLACK X 5.0
(4-1)2 R9-3a CROSSING PEDESTRIANNO PLANS. ELECTRICALSEE
(4-1)3 R9-3a CROSSING PEDESTRIANNO 1
(4-1)4
R9-3a CROSSING PEDESTRIANNO PLANS. ELECTRICALSEE
R26A(CA) TIME ANY PARKINGNO 1
R81(CA) LANEBIKE 1
(4-1)5 R9-3a CROSSING PEDESTRIANNO 1
(4-1)6 R28(CA) TIME ANY PARKINGNO 1
(4-1)7
G8-4(CA) StMohawk
1
G8-4(CA) LnParker
(4-1)8 R2-1 45 LIMITSPEED 1
(4-1)9 R6-1R (Right) WAYONE 1
(4-1)10
R3-2 TURN LEFTNO
1
ONLY TURNRIGHT
(4-1)11 R6-1L (Left) WAYONE 1
(4-1)12 W10-1 CROSSINGRAILROAD 1
(4-1)13 G8-4(CA) LnParker 1
(4-1)14 R3-2 TURN LEFTNO 1
(4-1)15 R26A(CA) TIME ANY PARKINGNO 1
(4-1)16 R26A(CA) TIME ANY PARKINGNO 1
(4-1)17 W10-1 CROSSINGRAILROAD 1
(4-1)18 W10-1 CROSSINGRAILROAD 1
(4-1)19
D3-1 DrLandco
1
D3-1 HWYROSEDALE 2
D3-1 58 HwyState 48 x 8 2.7 GREEN VII WHITE VII X X 2.7 1
D3-1 58 HwyState 48 x 8 2.7 GREEN VII WHITE VII X X 2.7 1
(4-1)20 R6-1L (Left) WAYONE 1
(4-1)21 R6-1R (Right) WAYONE 1
(4-1)22 R6-1L (Left) WAYONE 1
(4-1)23 W1-7 ARROW
LARGE DIRECTIONTWO 1
(4-1)24 R6-1R (Right) WAYONE 1
(4-1)25 R6-1L (Left) WAYONE 1
(4-1)26 SG19(CA) CALL INFORIDESHARING 1
(4-1)27 R47(CA) LITTERING FOR FINE100$1
TOTALSHEET 5.0 5.4 2 2 2 232
ROADSIDE SIGN QUANTITIES
306
ARTURO VIVAR
C70076
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:14 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
QUANTITIES
SIGN
NOTES:
3. POST LENGTHS GIVEN ARE APPROXIMATE.
2. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY.
ROADSIDE SIGN QUANTITIES
SQ4-2 No.SHEET No.SIGNCODE
SIGN
MUTCD
MESSAGESIGN SIZE
PANEL
SIGN
AREAPANEL MATERIAL FACINGSIGN (N)
SIGNALUMINUM
SHEETSINGLE
FURNISH
LENGTH &SIZE
TYPE, POSTWOOD
(N)
SIGNROADSIDE
(SSBM) SIGNINSTALL POST EXISTING ONPANEL SIGN ROADSIDEINSTALL(N)
SIGN
ROADSIDE
REMOVE
PANEL SIGNREMOVE SIGN ROADSIDERELOCATEBACKGROUND LEGEND
FILMPROTECTIVEWOOD
POSTMETALINSTALLATION SYSTEMELECTRICALCOLORSHEETING TYPEASTMRETROREFLECTIVECOLORSHEETING TYPEASTMRETROREFLECTIVEUNFRAMED
POSTONE POSTTWO POSTWOOD POSTMETALSSBM0.063"0.080"PREMIUMSTANDARD4"x4"4"x6"6"x6"6"x8" W"X H"SQFT SQFT SQFT EA EA LB EA EA EA EA EA EA EA EA REMARKS
PD4-1
(4-1)28 R73-2 1 PLANS. ELECTRICALSEE
(4-1)29 R73-6 1 PLANS. ELECTRICALSEE
(4-1)30 R73-5 1 PLANS. ELECTRICALSEE
(4-1)31 R73-6 1 PLANS. ELECTRICALSEE
(4-1)32 R73-6 1 PLANS. ELECTRICALSEE
(4-1)33 G8-1 DrLandco 1 PLANS. ELECTRICALSEE
(4-1)34 R73-2 1 PLANS. ELECTRICALSEE
(4-1)35 R73-2 1 PLANS. ELECTRICALSEE
(4-1)36 G8-1 DrLandco 1 PLANS. ELECTRICALSEE
(4-1)37
D3-1 LnParker 1
D3-1 HWYROSEDALE 2
D3-1 58 HwyState 48 x 8 2.7 GREEN VII WHITE VII X X 2.7 1
D3-1 58 HwyState 48 x 8 2.7 GREEN VII WHITE VII X X 2.7 1
(4-1)38 R4-7 RIGHTKEEP 36 x 48 12.0 WHITE III BLACK X 12.0 13.5 1
(4-1)39 R4-7 RIGHTKEEP 36 x 48 12.0 WHITE III BLACK X 12.0 13.5 1
(4-1)40 R4-7 RIGHTKEEP 36 x 48 12.0 WHITE III BLACK X 12.0 13.5 1
(4-1)41 G8-4(CA) DrLandco 1
(4-1)42 G8-4(CA) DrLandco 1
(4-1)43 R73-5 PLANS. ELECTRICALSEE
(4-1)44 G7-1 HwyRosedale PLANS. ELECTRICALSEE
(4-1)45 R3-4 TURN UNO PLANS. ELECTRICALSEE
(4-1)46 G7-1 HwyRosedale PLANS. ELECTRICALSEE
(4-1)47 G7-1 StMohawk PLANS. ELECTRICALSEE
(4-1)48 R9-3a CROSSING PEDESTRIANNO PLANS. ELECTRICALSEE
(4-1)49 G7-1 58Route 1 PLANS. ELECTRICALSEE
(4-1)50 G7-1 58Route 1 PLANS. ELECTRICALSEE
(4-1)51 G7-1 58Route 1 PLANS. ELECTRICALSEE
(4-1)52 R100B(CA)1
(4-1)53 R2-1 50 LIMITSPEED 1
(4-1)54 R9-3a CROSSING PEDESTRIANNO PLANS. ELECTRICALSEE
(4-1)55 G28-2(CA) Route 58CALIFORNIA 18 x 21 2.6 GREEN VII WHITE VII X X 2.6 1
(4-1)56
ITYPE BARRICADE
R9-9(Mod) CLOSEDSIDEWALK 36 x 18 4.5 WHITE III BLACK X X 4.5 1
(4-1)57
ITYPE BARRICADE
R9-11R HERECROSS
AHEAD, CLOSEDSIDEWALK 24 x 18 3.0 WHITE III BLACK X X 3.0 1
TOTALSHEET 46.1 5.4 40.5 4 4 12 2 5
INTERSECTION LANE CONTROL
INTERSECTION LANE CONTROL
INTERSECTION LANE CONTROL
INTERSECTION LANE CONTROL
INTERSECTION LANE CONTROL
INTERSECTION LANE CONTROL
INTERSECTION LANE CONTROL
INTERSECTION LANE CONTROL
307
ARTURO VIVAR
C70076
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:14 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAKREENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
QUANTITIES
SIGN
NOTES:
3. POST LENGTHS GIVEN ARE APPROXIMATE.
2. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY.
SQ4-3 No.SHEET No.SIGNCODE
SIGN
MUTCD
MESSAGESIGN SIZE
PANEL
SIGN
AREAPANEL MATERIAL FACINGSIGN (N)
SIGNALUMINUM
SHEETSINGLE
FURNISH
LENGTH &SIZE
TYPE, POSTWOOD
(N)
SIGNROADSIDE
(SSBM) SIGNINSTALL POST EXISTING ONPANEL SIGN ROADSIDEINSTALL(N)
SIGN
ROADSIDE
REMOVE
PANEL SIGNREMOVE SIGN ROADSIDERELOCATEBACKGROUND LEGEND
FILMPROTECTIVEWOOD
POSTMETALINSTALLATION SYSTEMELECTRICALCOLORSHEETING TYPEASTMRETROREFLECTIVECOLORSHEETING TYPEASTMRETROREFLECTIVEUNFRAMED
POSTONE POSTTWO POSTWOOD POSTMETALSSBM0.063"0.080"PREMIUMSTANDARD4"x4"4"x6"6"x6"6"x8" W"X H"SQFT SQFT SQFT EA EA LB EA EA EA EA EA EA EA EA REMARKS
PD4-2
(4-1)58 R15-8 LOOK 36 x 18 4.5 WHITE III BLACK X X 4.5 11.0 1
(4-1)59 R15-8 LOOK 36 x 18 4.5 WHITE III BLACK X X 4.5 11.0 1
(4-1)60 R8-8 TRACKS ON STOP NOTDO 24 x 30 5.0 WHITE III BLACK X X 5.0 1
(4-1)61 R8-8 TRACKS ON STOP NOTDO 24 x 30 5.0 WHITE III BLACK X X 5.0 1
(4-1)62 R8-8 TRACKS ON STOP NOTDO 24 x 30 5.0 WHITE III BLACK X X 5.0 1
(4-1)63 R8-8 TRACKS ON STOP NOTDO 24 x 30 5.0 WHITE III BLACK X X 5.0 1
(4-1)64 R15-1 CROSSINGRAILROAD 1
(4-1)65 R15-1 CROSSINGRAILROAD 1
(4-1)66 R15-1 CROSSINGRAILROAD 1
(4-1)67 R15-1 CROSSINGRAILROAD 1
(4-1)68 R15-1 CROSSINGRAILROAD 1
(4-1)69 R15-1 CROSSINGRAILROAD 1
(4-1)70 I-13 EMERGENCYREPORT 1
(4-1)71 I-13 EMERGENCYREPORT 1
(4-2)1 G8-4(CA) DrFairhaven 1
(4-2)2
D3-1 STCASE
D3-1 HWYROSEDALE 2
D3-1 58 HwyState 48 x 8 2.7 GREEN VII WHITE VII X X 2.7 1
D3-1 58 HwyState 48 x 8 2.7 GREEN VII WHITE VII X X 2.7 1
(4-2)3
D3-1 DrFairhaven
1
D3-1 58 HwyState
(4-2)4 R6-1L (Left) WAYONE 1
(4-2)5 R100B(CA)1
(4-2)6 R6-1R (Right) WAYONE 1
(4-2)7 R2-1 40 LIMITSPEED 1
(4-2)8 R2-1 45 LIMITSPEED 1
(4-2)9
G8-4(CA) DrFairhaven
1
G8-4(CA) StreetGibson
D9-3a CampingTrailer
(Right)
ARROWDIRECTIONAL
TOTALSHEET 29.0 5.4 22.0 2 2 1 2 15
PD4-1
ROADSIDE SIGN QUANTITIES
M6-1R(Mod)
308
ARTURO VIVAR
C70076
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:15 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
QUANTITIES
SIGN
NOTES:
3. POST LENGTHS GIVEN ARE APPROXIMATE.
2. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY.
SQ4-4 No.SHEET No.SIGNCODE
SIGN
MUTCD
MESSAGESIGN SIZE
PANEL
SIGN
AREAPANEL MATERIAL FACINGSIGN (N)
SIGNALUMINUM
SHEETSINGLE
FURNISH
LENGTH &SIZE
TYPE, POSTWOOD
(N)
SIGNROADSIDE
(SSBM) SIGNINSTALL POST EXISTING ONPANEL SIGN ROADSIDEINSTALL(N)
SIGN
ROADSIDE
REMOVE
PANEL SIGNREMOVE SIGN ROADSIDERELOCATEBACKGROUND LEGEND
FILMPROTECTIVEWOOD
POSTMETALINSTALLATION SYSTEMELECTRICALCOLORSHEETING TYPEASTMRETROREFLECTIVECOLORSHEETING TYPEASTMRETROREFLECTIVEUNFRAMED
POSTONE POSTTWO POSTWOOD POSTMETALSSBM0.063"0.080"PREMIUMSTANDARD W"X H"SQFT SQFT SQFT 4"x4"4"x6"6"x6"6"x8"EA EA LB EA EA EA EA EA EA EA EA REMARKS
PD4-2
(4-2)10 R73-3 1 PLANS. ELECTRICALSEE
(4-2)11 R6-1R (Right) WAYONE 1
(4-2)12 R6-1L (Left) WAYONE 1
(4-2)13 R73-3 LANEINTERSECTION 1 PLANS. ELECTRICALSEE
(4-2)14 R6-1L (Left) WAYONE 1
(4-2)15 R73-3 LANEINTERSECTION 1 PLANS. ELECTRICALSEE
(4-2)16 R73-3 LANEINTERSECTION 1 PLANS. ELECTRICALSEE
(4-2)17 R6-1R (Right) WAYONE 1
(4-2)18 R18A(CA) EXIT MUST LANERIGHT 1
(4-2)19 W73A(CA)AHEAD
RIGHT TURNS LANERIGHT 1
(4-2)20 R4-7 RIGHTKEEP 24 x 30 5.0 WHITE III BLACK X 5.0 12.0 1
(4-2)21 R4-7 RIGHTKEEP 24 x 30 5.0 WHITE III BLACK X 5.0 12.0 1
(4-2)22 G12-2 Hwy 58/RosedaleRoute PLANS. ELECTRICALSEE
(4-2)23 G7-1 58Route 1 PLANS. ELECTRICALSEE
(4-2)24 G7-1 58Route 1 PLANS. ELECTRICALSEE
(4-2)25 G12-2 Hwy 58/RosedaleRoute PLANS. ELECTRICALSEE
(4-2)26 G7-1 StGibson 1 PLANS. ELECTRICALSEE
(4-2)27 G7-1 StGibson 1 PLANS. ELECTRICALSEE
(4-2)28 W74 LEFT MERGE TRAFFICTHRU 1
(4-2)29
D3-1 STGIBSON 2
D3-1 58 HWYSTATE 2
TOTALSHEET 10.0 24.0 2 8 2 1 8
SHEETS TOTAL 90.1 86.5 8 20 5 3 6 5116.2 8
ROADSIDE SIGN QUANTITIES
INTERSECTION LANE CONTROL
309
ARTURO VIVAR
C70076
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:15 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SEGMENT 4
SUMMARY OF QUANTITIES
Q4-1
ARTURO VIVAR
C70076
310
SIDEWALK
No.SHEET LINE"ROS"
STATION Rt/Lt (SIDEWALK)
CONCRETE
MINOR
CY
L4-1 1038+14.77 -1037+74.18 Rt 6.63
L4-1 1046+21.42 -1039+30.82 Rt 5.56
L4-1 1051+35.78 -1039+60.78 Lt 99.08
L4-1 1046+92.00 -1046+56.08 Rt 2.84
L4-1 1057+43.97 -1051+59.78 Lt 45.29
L4-2 &L4-1 1078+30.82 -1057+34.16 Rt 158.48
L4-2 &L4-1 1068+87.33 -1058+33.91 Lt 79.83
L4-2 1078+34.21 -1072+08.61 Lt 46.29
L4-2 1079+48.78 -1078+69.83 Lt 2.27
L4-2 &L4-1 1079+48.78 -1037+74.18 Lt/Rt 7.43
TOTAL 446.3
SUMMARY QUANTITIES STRUCTUREPAVEMENT
No.SHEET LINE"ROS"
STATION Rt/Lt
A)(TYPE ASHPALT MIXHOT AREA)(MISC ASHPALT MIXHOT BASEAGGREGATE 2CLASS COATTACKTON TON CY TON
L4-1 1051+37.79 -1037+57.20 Rt/Lt 7,042.9 3,864.7 3.5
L4-2 &L4-1 1084+74.35 -1051+57.79 Rt/Lt 13,406.8 6,998.7 6.8
L4-1 1037+96.91 -1037+57.20 Rt/Lt 8.7
L4-1 1051+37.79 -1039+56.90 Rt/Lt 303.7
L4-1 1057+23.66 -1051+57.79 Rt/Lt 62.4
L4-2 &L4-1 1071+50.90 -1058+54.16 Rt/Lt 136.0
L4-2 1078+10.17 -1071+41.00 Rt/Lt 64.2
L4-2 1084+60.20 -1078+98.62 Rt/Lt 42.2
TOTAL 20,449.7 617.3 10,863.4 10.4
QUANTITIES GUTTER ANDCURB
No.SHEET LINE"ROS"
STATION Rt/Lt CURB B2-6TYPECY
L4-1 1051+35.78 -1039+60.78 Lt 72.57
L4-1 1046+24.97 -1039+30.82 Rt 52.67
L4-1 1051+35.80 -1046+56.08 Rt 30.86
L4-1 1050+50 -1039+56.96 Rt/Lt
L4-1 1051+35.78 -1050+50 Rt/Lt
L4-1 1052+50 -1051+59.78 Rt/Lt
L4-1 1057+23.66 -1052+50 Rt/Lt
L4-1 1046+90.30 -1045+71.67 Rt
L4-2 &L4-1 1078+30.82 -1051+59.79 Rt 166.62
L4-1 1057+43.97 -1051+59.78 Lt 37.32
L4-2 &L4-1 1068+87.33 -1058+33.91 Lt 66.28
L4-2 1078+34.21 -1072+08.61 Lt 41.07
L4-2 1071+50.90 -1058+54.16 Rt/Lt
L4-2 1078+10.17 -1071+41 Rt/Lt
L4-2 1079+48.78 -1078+69.83 Lt 8.03
L4-2 1082+53.99 -1078+98.64 Rt/Lt
L4-2 &L4-1 1084+61.10 -1037+74.18 Rt/Lt
TOTAL 475.4
DRIVEWAYS
No.SHEET LINE"ROS"
STATION Rt/Lt (DRIVEWAY)
CONCRETE
MINOR
CY
L4-1 1040+80.90 Rt 7.96
L4-1 1043+40.17 Rt 3.46
L4-1 1044+42.86 Rt 3.48
L4-1 1046+37.99 Lt 7.28
L4-1 1052+14.69 Lt 4.34
L4-1 1052+89.55 Lt 5.28
L4-1 1054+74.56 Lt 7.50
L4-1 1054+99.24 Rt 3.70
L4-1 1061+53.26 Rt 3.69
L4-2 1064+69.80 Rt 3.69
L4-2 1065+04.75 Lt 4.86
L4-2 1065+61.70 Lt 4.86
L4-2 1065+62.99 Rt 3.69
L4-2 1066+51.77 Lt 4.52
L4-2 1067+12.35 Lt 4.52
L4-2 1068+08.54 Rt 6.19
L4-2 1068+35.54 Lt 4.52
L4-2 1069+41.10 Rt 7.02
L4-2 1070+19.30 Rt 4.52
L4-2 1072+01.28 Rt 5.35
L4-2 1072+61.63 Rt 6.19
L4-2 1074+82.39 Rt 3.69
L4-2 1075+20.07 Lt 3.69
L4-2 1075+94.33 Rt 3.69
L4-2 1076+04.89 Lt 5.36
L4-2 1076+61.28 Lt 3.69
L4-2 1077+05.51 Rt 5.36
L4-2 1078+74.29 Lt 4.20
L4-2 1079+36.19 Lt 3.91
TOTAL 140.2
RAMPS CURB CONCRETEMINOR
No.SHEET LINE"ROS"
STATION Rt/Lt
ACASE CCASE
CY CY
L4-1 1038+07.48 Rt 2.06
L4-1 1039+38.89 Rt 1.04
L4-1 1046+05.21 Rt 1.91
L4-1 1046+66.01 Rt 1.85
L4-1 1057+27.49 Lt 0.90
L4-1 1057+28.16 Rt 1.07
L4-1 1057+38.86 Lt 2.10
L4-1 1058+40.69 Lt 1.56
L4-2 1072+18.86 Lt 1.73
L4-2 1078+12.04 Rt 1.76
L4-2 1078+15.35 Lt 3.62
L4-2 1078+24.39 Rt 1.80
L4-2 1078+81.26 Lt 3.33
TOTAL 6.1 18.6
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:16 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ARTURO VIVAR
C70076
CONCRETE MINORREMOVE
No.SHEET LINE"ROS"
STATION Rt/Lt GUTTER
ANDCURB CURB DRIVEWAY
/SIDEWALK HEADWALL
LF LF CY CY
L4-1 1045+96.62 -1039+49.60 Rt/Lt 77.58 1,301.09 5.12
L4-1 1051+38.14 -1046+77.40 Rt/Lt 935.01
L4-1 1051+04.50 Rt 4.66
L4-1 1051+91.69 Rt 4.66
L4-1 1057+32.18 -1051+58.78 Rt/Lt 1,160.76 27.58
L4-1 1052+12.55 Lt
L4-1 1052+81.35 Lt
L4-1 1054+70.98 Lt
L4-2 1065+61.64 Lt
L4-2 1066+52.24 Lt
L4-2 1068+07.78 Rt
L4-2 1069+41.99 Rt
L4-2 1070+16.72 Rt
L4-2 1072+01.82 Rt
L4-2 1072+60.25 Rt
L4-2 1074+33.87 Rt
L4-2 1077+05.42 Rt
L4-2 &L4-1 1057+50.00 -1053+00.00 Lt 580.67
L4-2 &L4-1 1071+51.11 -1058+45.87 Rt/Lt 280.04 2,615.99 3.00
L4-2 1078+12.51 -1072+72.64 Rt/Lt 1,073.87 15.86
L4-2 1082+53.99 -1078+87.81 Rt/Lt 1,136.67 12.55
L4-2 1068+87.33 -1068+51.04 Lt 37.30
L4-2 1074+63.50 -1067+38.36 Rt 737.03
L4-2 1072+45.74 -1072+08.47 Lt 99.65
L4-2 1078+35.79 -1075+79.17 Lt 284.57
L4-2 1078+31.10 -1076+10.46 Rt 242.09
L4-2 1079+13.03 -1078+70.26 Lt 143.83
L4-2 &L4-1 1084+67.36 -1038+67.07 Rt/Lt 7.43
TOTAL 2,482.8 8,223.4 71.5 9.3
PAVEMENT CONCRETEREMOVE
No.SHEET LINE"ROS"
STATION Rt/Lt
VOLUME
CY
L4-1 1052+00 TO1046+00 Rt/Lt 266.7
L4-1 1084+60.89 TO1072+50 Rt 269.1
TOTAL 535.8
Q4-2
SUMMARY OF QUANTITIES
SEGMENT 4
311
FENCERECONSTRUCT
No.SHEET STATION FENCE
LINKCHAIN
FENCE
IRONWROUGHT
LF LF
C4-22 TOC4-20 1045+92.78 TO1039+78.25 623.58
C4-23 TOC4-22 1050+95.97 TO1046+83.07 414.07
C4-21 1042+51.49
C4-21 1044+18.01 9.00
C4-23 TOC4-22 1050+96.90 TO1046+67.34 441.31
C4-28 TOC4-27 1074+61.25 TO1072+81.87 180.89
C4-28 1076+10.90 TO1074+62.08 164.53
TOTAL 1,227.2 622.2
PAVEMENT AC PLANECOLD
No.SHEET LINE"ROS"
STATION Rt/Lt
HMA
YDSQ
L4-1 1051+35.81 -1037+74.18 Rt/Lt 6,587.48
L4-2 &L4-1 1084+61.10 -1051+59.79 Rt/Lt 16,717.49
TOTAL 23,305.0
LEAD DEPOSITEDAERIALLY
No.SHEET LINE"ROS"
STATION tRt/L
VOLUME
CY
L4-1 1052+98.50 -1043+35.50 Rt 3,379.2
TOTAL 3,379.2
MAILBOXRELOCATE
No.SHEET APN
MAILBOXES
UNITPER
C4-25 332-020-16 1
C4-26 332-142-74 3
C4-27
332-230-05 1
332-230-06 1
332-230-60 1
C4-28 332-230-10 1
TOTAL 8
SUMMARY QUANTITIESEARTHWORK
No.SHEET LINE"ROS"
STATION Rt/Lt
EXCAVATIONROADWAY(N)BORROWIMPORTEDEMBANKMENTCY CY CY
L4-1 1051+34.80 -1039+58.96 Rt/Lt 6,088.3 266.3
L4-1 1057+08.97 -1051+60.81 Rt/Lt 3,276.2 19.1
L4-2 &L4-1 1077+99.21 -1058+68.91 Rt/Lt 5,927.4 457.8
L4-2 1084+58.20 -1079+00.63 Rt/Lt 2,041.6 4.4
747.5
TOTAL 17,333.5 747.5 747.5
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:17 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
IRVINE, CALIFORNIA 92606
16795 VON KARMAN AVENUE, SUITE 200
MARK THOMAS & COMPANY
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
06-11-14
CONFORMED SET04/01/150
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
PLAN MATCHLINE STASEE BELOW LEFT1048+000
1"=50'
50 100
THIS SHEET ACCURATE FOR EROSION CONTROL CONSTRUCTION ONLY.PLAN
0
1"=50'
50 100MATCHLINESTA 1048+00SEE ABOVE RIGHT MATCHLINE STASEE SHEET EC-21060+00Exp. 9/30/2013
V
C
No. C62157R
ATEOF
STICEIGESTPDERRFOERNROALIFILIAENEIGNNSIS
O LA
E
RAYMOND J.LYO
N
SSIGNED
ROLLS
FIBER
TYPE 1
EROSION CONTROL
EROSION LOCATION NUMBER
:LEGEND
3
2
1
1
1 1 1
2
2 1
VL/BOS/LMM
BOS
RJL
PLAN
EROSION CONTROL
EROSION CONTROL PLAN
STATION 1038+67.07 TO 1060+00
EC-1R/W77.00R/W56.30133.60149.50MOHAWK ST.R/WR/WR/W
"ROS" LINE ROSEDALE HWY
BEGIN EROSION CONTROL
STA 1038+67.07
R/W
HWY
ROSEDALELC
HWY
ROSEDALELC
R/W
R/W
R/W
PPP
FP
ASPH
ASPHASPH
ASPHASPH
ASPH
ASPH
ASPH
TRAILER ASPHASPH
ASPH
ASPHMOHAWK STPARKER LNROSEDALE HWY
1040 104567891234 6 7
ROSEDALE HWY LANOCO ROADR/W
R/W
R/W
R/W
HWY
ROSEDALELC
"ROS" LINE
R/W
R/W
SJVRR
P P
ASPH
ASPH
P P
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH LANDCO RD1050 1055891234 6 7 8 9
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Checked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
366
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
1274007
FEBRUARY 2014
200 NEW STINE ROAD, SUITE 205
BAKERSFIELD, CALIFORNIA 93309
TEL: (661) 835-9785 FAX: (661) 831-5196
KENNEDY JENKS CONSULTANTS
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:49:30 AM312
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
PLAN
0
1"=50'
50 100
THIS SHEET ACCURATE FOR EROSION CONTROL CONSTRUCTION ONLY.PLAN
0
1"=50'
50 100 MATCHLINE STASEE BELOW LEFT1072+00MATCHLINESTA 1072+00SEE ABOVE RIGHT MATCHLINESTA 1060+00SEE SHEET EC-1 Exp. 9/30/2013
V
C
No. C62157R
ATEOF
STICEIGESTPDERRFOERNROALIFILIAENEIGNNSIS
O LA
E
RAYMOND J.LYO
N
SSIGNED1
1
1
ROLLS
FIBER
TYPE 1
EROSION CONTROL
EROSION LOCATION NUMBER
:LEGEND
3
VL/BOS/LMM
BOS
RJL
PLAN
EROSION CONTROL
STATION 1060+00 TO 1084+53.27
EROSION CONTROL PLAN
EC-2
ROSEDALE HWY
R/W
R/W
R/W
R/W
HWY
ROSEDALELC
R/W FAIRHAVEN DR.DIRTFP
ASPH
ASPH
ASPH
ASPH
ASPH
FAIRHAVEN DRROSEDALE HWY
1060 1065 107012346789 1
ROSEDALE HWY
R/W
R/W
R/W
R/W
R/W
R/WGIBSON ROAD HWY
ROSEDALELC
"ROS" LINE
END EROSION CONTROL
STA 1084+53.27FAIRHAVEN DR.FP
P
FP
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPH
ASPHA
SPHASPHGIBSON STP
ASPHASPHASPH
U/C
ASPHASPH
ASPH
ASPH
ASPH
ASPH
1075 10802346789 1 2 3 4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Checked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
366
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
1274007
FEBRUARY 2014
200 NEW STINE ROAD, SUITE 205
BAKERSFIELD, CALIFORNIA 93309
TEL: (661) 835-9785 FAX: (661) 831-5196
KENNEDY JENKS CONSULTANTS
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:50:34 AM313
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
MATERIAL
TYPEDESCRIPTION
STAND - ALONE EROSION CONTROL ITEM TABLE
ITEMSEQUENCE REMARKS
AND BEFORE HYDROSEED
AFTER RECP (NETTING)
ROLLS MUST BE INSTALLED
IN EC TYPE 1 AREAS FIBER
FIBER ROLLS FIBER ROLLS 8" TO 10" DIA
TYPE B
INSTALLATION
FIBER ROLL
TYPE 1
MATERIAL
TYPEDESCRIPTION
EROSION CONTROL TYPE 1
ITEMSEQUENCE
STEP 1 COMPOST MEDIUM 130 CY / ACRE
RATE
APPLICATION
COMPOST
STEP 2
(NETTING)
CONTROL PRODUCT
ROLLED EROSION
NETTING TYPE A
STEP 3
MIX 1 42 LB / ACRESEED
HYDROSEED
WOOD 500 LB / ACREFIBER
STEP 4
WOOD 1500 LB / ACREFIBER
HYDROMULCH
GUAR 125 LB / ACRETACKIFIER
SEED MIX
SEED (MINIMUM)
PERCENT GERMINATION
MIX 1(WHITE YARROW)
ACHILLEA MILLEFOLIUM
7
(COMMON NAME)
BOTANICAL NAME
(SLOPE MEASUREMENT)
SEED PER ACRE
PONDS PURE LIVE
(CALIFORNIA BROME)
BROMUS CARINATUS
(CALIFORNIA POPPY)
ESCHSCHOLZIA CALIFORNICA
(SMALL FESCUE)
VULPIA MICROSTACHYS
85
2085
1080
590
1
2
3
SEED PRODUCED IN CALIFORNIA ONLY.1
SEED SOURCE FROM ( Enter County Name) COUNTY ONLY.2
SEED SOURCE FROM (Enter "ABOVE" or "BELOW") THE (Enter Elevation) FOOT ELEVATION LEVEL.3
No.
SHEET
Exp. 9/30/2013
V
C
No. C62157R
ATEOF
STICEIGESTPDERRFOERNROALIFILIAENEIGNNSIS
O LA
E
RAYMOND J.LYO
N
SSIGNED
VL/BOS/LMM
BOS
RJL
LEGEND
EROSION CONTROL
SCALE: NONE
ECL-1
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Checked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
366
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
1274007
FEBRUARY 2014
200 NEW STINE ROAD, SUITE 205
BAKERSFIELD, CALIFORNIA 93309
TEL: (661) 835-9785 FAX: (661) 831-5196
KENNEDY JENKS CONSULTANTS
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:51:19 AM314
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
EROSION CONTROL
COMPOST
DESCRIPTION (NETTING)
CONTROL PRODUCT
ROLLED EROSION
SHEET
NUMBER
LOCATION
CONTROL
EROSION
SQFT SQFT
HYDROSEED HYDROMULCH FIBER ROLL
SQFT SQFT LF
FIBER ROLL1
3300 3500 3500EC TYPE 12
3300 3500 3500 3500 6050TOTAL
FIBER ROLL1
EC - 1
EC - 2
Exp. 9/30/2013
V
C
No. C62157R
ATEOF
STICEIGESTPDERRFOERNROALIFILIAENEIGNNSIS
O LA
E
RAYMOND J.LYO
N
SSIGNED
3500 1000
2400
2650
VL/BOS/LMM
BOS
RJL
QUANTITIES
EROSION CONTROL
SCALE: NONE
ECQ-1
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Checked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
366
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
1274007
FEBRUARY 2014
200 NEW STINE ROAD, SUITE 205
BAKERSFIELD, CALIFORNIA 93309
TEL: (661) 835-9785 FAX: (661) 831-5196
KENNEDY JENKS CONSULTANTS
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:52:00 AM315
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
ROSEDALE Hwy
LANDCO RdROSEDALE Hwy
R/W R/W
R/W
R/W
R/WR/WR/W
R/W
R/W R/WR/WR/W
R/W
R/W
SCALE: 1" = 50'
SEGMENT 4
E4-1SEE SHEET E4-2MATCH LINE Sta 1064+50KERN COUNTY
KERN COUNTY
COUNTY
KERN PARKER LnR/W
R/W
BAKERSFIELD
CITY OFSJUR SEE BELOW LEFTMATCH LINE Sta 1049+50MATCH LINE Sta 1049+50SEE ABOVE RIGHTLIGHTING
BOUNDARYJURISDICTIONCOUNTYBOUNDARYJURISDICTIONCITYB. YAU
W. SUN
B. YAU
"ROS" LINE
"ROS" LINEMATCH LINE Sta 1067+57SEE SHEET E3-6R/WMOHAWK St1
RC
BCSC
FOR CONTINUATION
SEE WIRING DIAGRAM
#22738
#22736#22730
#22731 #22735 #22737
#22729 #22733 #22739
#22734
#22732#22728
MOHAWK St
Exist 2#10Exist 2#6
Exist 3#4
Exist 3#4
Exist 2#6
Exist 3#4Exist 3#6
ROSEDALE HwyExist PULL BOX
Exist 3#6
APPROVED FOR ELECTRICAL WORK ONLY
NTS
POINT
PROPOSED SERVICE
1•"C, 3#4
CB
3#4
Exist PULL BOX
BE INSTALLED BY PG&E
Exist 3"C, CONDUCTORS TO
316
Exist STREET Ltg
Exist CONDUIT RUN
Exist SIGNAL POLE
E4-27 FOR DETAILS.
AS NOTED. SEE SHEET
WIRE WITH CONDUCTORS
OVERHEAD MESSENGER
NOTE:
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
SYMBOLS:
ABBREVIATIONS:
1
LEGEND:
Exist STREET Ltg SP TO BE REMOVED BY OTHERS.
WIRING DIAGRAM
PG&E PACIFIC GAS AND ELECTRIC COMPANY
1.
2.
NOTED.
ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE
0 04/01/15 CONFORMED SET
PPP
FP
1040 1045891234 6 7 8 9
P P P P
1050 1055 106012346789 1 2 3 4
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:21 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE Hwy
ROSEDALE Hwy FAIRHAVEN DrGIBSON StR/W R/WR/WR/W
R/WR/W
R/W
R/W
R/WR/WR/WR/WCITY LIMIT LINEKERN COUNTY
KERN COUNTY
KERN COUNTY
BAKERSFIELD
CITY OFMATCH LINE Sta 1064+50SEE SHEET E4-1CITY BOUNDARYCOUNTY BOUNDARYSCALE: 1" = 50'
SEGMENT 4
E4-2
KERN COUNTY BAKERSFIELD
CITY OF SEE BELOW LEFTMATCH LINE Sta 1075+50MATCH LINE Sta 1075+50SEE ABOVE RIGHT1
100W HPSPP No. 3405Sta 1069+96LIGHTINGCOSTCO ENTRANCE2
2
4
B. YAU
W. SUN
B. YAU
32"C, MT
2"C, MT3
TO BE DETERMINED
TO SERVICE POINT
"ROS" LINE
"ROS" LINE
APPROVED FOR ELECTRICAL WORK ONLY
317
NOTE:
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
1
LEGEND:
Exist Lum ON WOOD POLE TO BE RELOCATED BY OTHERS.
0 04/01/15 CONFORMED SET
FP P
1065 1070 107567891234
FP
U/C
10806789 1 2 3 4 61085 7 8 98
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:22 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SCALE: 1"=20'
8
6P
6
6
1
2
2
2P
1
2
1
4
6
2
744
72P
4P
3
6J2L
1I9U
6J4U
6J4L
6J3U
4I7U
5J9L
2I2L 2I2U
2I4U
2I3U
2I3L
2I4L
8J6U
8J6L 3I9LRC
176' TO LIMIT LINE133'
86'LIMIT LINE378' TO176' TO LIMIT LINE
RC
AB
AB
BC
4P
1
2
4
5
8
11
R. WOO
R. WOO
W. SUN
A
129'
RS
CB
6J2U
AB
RS
RS
50.513
50.518
50.541
50.548
CBSTEADY DEMAND SEQUENCE
OR OR
D
3 8 8+
5
5LIMIT LINE198' TO7J9L
4
6P
7J5L7J5U4I8U4I8L4I7L4I10L4I6U
1I1U
1I1L
6J3L
6J10L
3I5L3I5U
8J8U 8J8L
8J7U 8J10L2I10U
5J1U118'AB
RC
RC
CB
6
J
6J10U5
6
4I6L
LIMIT LINE405' TO185'4I10ULIMIT LINE170' TORC178'RC
RC
RC
SC
SC
SC
SC
APPROVED FOR ELECTRICAL WORK ONLY E4-37
RAILROAD PREEMPTION OPERATIONRESUME NORMALOLA
8+
OLA
352
CB
RL
MOHAWK StROSEDALE Hwy
CB
CB
RC
CB
CB
RCRC
RC
B
C
E
F
GH
I
3
10
RL
6
7
9
PHASE DIAGRAM
NOTES:
1.
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT2.
3.ALL PULL BOXES MUST BE No. 6(E) UNLESS OTHERWISE NOTED.
FOR LEGEND AND SCHEDULES SEE SHEET E4-38.
CB
AB
AB
RC
RC
FR
O
MTO
FROMTO
SC
SC
26 ft 10 ft
LOOP DETAIL
1"=20'
LEFT TURN LANE
SIGNAL AND LIGHTING (LOCATION 12)
RS RS
AB
OLA
6PO
6O
1O
1O
5O
5O
2O
2PO
6PO
6O
2O
2PO
3O 7O
4PO
4O
3O
8O
7O
8O
4PO
4O
OLA
6O
1O OLA
3O
8O
4PO
4O
8O
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:23 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
1040789 1 3
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
366
345' TO LIMIT LINE
O
O
O
O
O
O
O
O
O
O
O
O
O
O
OOO
OO
O
O
R/W
R/W
R/W
345' TO LIMIT LINE
EVUD
EVUDEVUD
O
R3-4
2"C,2#6(SIGNAL SERVICE)
WAY/WALKER TRAIL
MOHAWK St AND PIPELINE
Exist 2"C, 1 SIC TO
2"C, 1 DLC
3"C, PT
R/W
O O O
O
O
O
O
R/W R/W
R/W
4"C, PT
3"C, PT3"C, PT
Exist 2"C, 2 DLC
INSTALL 2 DLC
2 DLC,
Exist 2"C, 2 DLC
INSTALL 2 DLC
2 DLC,
F2
O
2"C, 2 SIC
Approx 2800'
Hwy/FRUITVALE Ave
2"C, 1 SIC TO ROSEDALE
3"C, PT
5(E)
5(E)
5(E)5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
R/W
5(E)
5(E)
5(E)
5(E)
Exist 2"C, 1 DLC
INSTALL 1 DLC
1 DLC,
Exist 2"C, 1 DLC
INSTALL 1 DLC
1 DLC,
INSTALL 2 DLC
Exist 2"C, 2 DLC
2 DLC,
INSTALL 11 DLC
Exist 2"C, 11 DLC
11 DLC,
LOOP DETAIL (Typ)
SEE LEFT TURN LANE
8
BE INSTALLED BY PG&E
Exist 3"C, CONDUCTORS TO
R/W
O
INSTALL 1 DLC
1 DLC,
INSTALL 2 DLC
2 DLC,
2 DLC,
INSTALL 5 DLCEVUD
Exist
Exist 2"C, 2 DLC
LANDCO Rd Approx 2050'
1 SIC TO ROSEDALE Hwy/
CABINET Approx 1250',
Exist 2"C, 1 SIC TO RAILROAD
Exist 3"C, PT
Exist 3"C, PT
Exist 3"C PT
Exist 3"C PT
Exist 2"C, 2 DLC
4#8(SAFETY LIGHTING)
Exist 2"C,2#6(SIGNAL SERVICE)
Exist 2"C,4#8(SAFETY LIGHTING)
INSTALL 1 SIC
2"C, 2 DLC
INSTALL 1 SIC
Exist 2"C, 1 DLC
Exist SP-PG&E REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
W. SUN
R. WOO
R. WOO
PHASETYPE
CABLE
POLE
A
B
C
AWG
TOTAL
TOTAL
1
PHASE
3CSC
LIGHTING
DETECTORS-DLC
CIRCUIT
12CSC
O
O
O
6
2
2
2 2
----O
3"
O
8M ADVO
8
-
-
-
-
-
-
-
-
111
2"
1 2 1
#8
-
3"
2
1
TYPE
A
B
C
No.SMA LMA POLE ARROW
SPECIAL REQUIREMENTS
STANDARD
POLE AND EQUIPMENT SCHEDULE
--
RSNS
-
--------
-Mohawk St*--
15'
NAMEPLATEVOLTS
70
2
1
240
120
YES
CONTROL TYPE
PHOTOELECTRIC
METER
TRAFFIC SIGNAL
MAIN BREAKER
POLESAMPERES
100
YES
15
20
120
120
1
1
-
-
O2
1
O2M ADV
2M MID
6M ADVO
6M MID
O7
--
-----5
-----1*
-----
-------
-------
-------
-----
-------4
-------
-
-----1
--1*
1
3
6
1
1
3
22
2
-
1
3
5
6
1
1
3
4
2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
11
6,6P
3,4,4P
2,5,2P
1,2,2P
1
CABLE SCHEDULE
4
6
-
2
4
-
1 1 1
1
1
-
1 1
-
-
-
-
-
-
-
-
11 1 1
--1 1
1
1
-
1 1
--
-
-
-
-
-
-
-
1 1 1
----
1
-
-
--
---
-
-
-
-
-
-
-----
-
-
-
--
----
-
-
-
-
-
-----
-
-
----
-
-
-
-----
-
-
----
-
-----
-
-
----1*
1
----
-
-
1
-
----
-
1
-
1
-
1
-
1 2
3
3 3
4
3*
-
-
2 2 2 2*
5 5
6
1
1
3 3 3
11 11 22 9
O ---2 2 2 --5 2 2
2
1 1 2 2 1*
26-4-100 45'SV-1-T SP-1-T 4 Mohawk St
-
65'*15'*MAT
2 MAS
---SV-2-TA*-2*--
55'*15'*MAT*
--4*
-
--
-15'MAS SV-1-T --
SPARE
SPARE
YES
YES
-
-
NAMEPLATEVOLTS
40
2
2
240
240
YES
CONTROL TYPE
PHOTOELECTRIC
METER
MAIN BREAKER
POLESAMPERES
100
YES
20 120 1
-
IV
SPARE YES -
HIGHWAY LIGHTING
3
4
9.
NO SCALE
-
-
-
-
-
-
-
-
3
-
-
-
-
-
-
30 1120 YES -CCTV
4 5 6 7 8 9 10
-------
J
MAT
MAS
--
-
2 MAS*
--
-
-
-
-
-
-
1 1 1
----
-
-
-
--
---
D
E
O -----3 3 ----3
O ---6 ---64
O ---1 ---14M ADV
3
4,7,4P
-
3"
1
6 6 6
1 1 1
1-A*
Lum
LED
165W
165W
SEE SIGN PLANS FOR SIGN DETAILS.
RC
CONDUIT AND CONDUCTOR SCHEDULE
4"
4 INSTALL R73-6(CA) SIGN ON SMA
INSTALL R9-3a SIGN ON POLE
4 INSTALL R73-2(CA) SIGN ON SMA
AND R9-3a SIGN ON POLE
4 INSTALL R3-4 SIGN ON SMA FROM
EXIST POLE
INSTALL R73-5(CA) SIGN ON SMA4
5,6,6P
3
1 1
J
6 -
-
-
-
-
-
----1
-
1
-
1 1
-------
D
E
6 --------PBA POST
5 SEE DETAIL A FOR BICYCLE DETECTION LOOP SAWCUT DETAIL.
ALL PULL BOXES SHALL BE No. 6(E) UNLESS OTHERWISE NOTED.
6 C11 WIRE HARNESS. CONTRACTOR TO MODIFY INPUT FILE AS REQUESTED BY THE ENGINEER.CF
17-2-100
7
NO SCALE
1'-3"
2'-6"
2'-3" 1'-3" 7•" 1'-1•"DETAIL A
BICYCLE DETECTION LOOP SAWCUT
ON ES-5B
SEE NOTE 1
O ---1 ---14M MID 1 1 1
O -------1*--8M MID
6*
8
10.
APPROVED FOR ELECTRICAL WORK ONLY
F=15', INSTALL EVUD
F=29', F2=12', INSTALL EVUD
F=22', F2=12', INSTALL EVUD
SIENA LANE PROJECT.
# INSTALLED PER MOHAWK STREET STATE ROUTE 58 TO
E4-38
3,8,OLA
7,8,OLA
353
LEGEND: (FOR SHEET E4-37)
Mtg
Sig
Ped APSVeh Sig Mtg
MAST ARM
TV-2-TA*
SV-1-T*
TV-2-TA*
MAT*
2 MAS*15'*55'*#29-5-100*
#1-A*
#1-A*
0/
* Exist EQUIPMENT
SIC
EVUC
* Exist EQUIPMENT
ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED.
Veh Ped
PBA
3"*
1*
FURNISH C11 HARNESS. Exist FOUNDATION.
THE PROPOSED CONTROLLER CABINET AT THE SOUTHEAST CORNER.
CONTROLLER CABINET LOCATED AT THE SOUTHWEST CORNER AND RE-ROUTE CABLE TO
DISCONNECT THE Exist 6 PAIR #19 INTERCONNECT CABLE IN THE Exist
ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED.
ALL PBA SHALL BE ACCESSIBLE PEDESTRIAN SIGNAL (APS).
3"C, PT PER PG&E REQUIREMENT, CONDUCTORS TO BE INSTALLED BY PG&E.
INSTALL COUNTDOWN PSF.
##15'
CONDUIT RUN NUMBER AND SIZE
RL Exist MODEL 2070E CONTROLLER ASSEMBLY IN TYPE 332 CABINET AND
BATTERY BACK UP SYSTEM FROM SOUTHWEST CORNER TO SOUTHEAST CORNER AS SHOWN.
REMOVE Exist FOUNDATION. RL Exist TYPE III-CF SERVICE EQUIPMENT
WITH THE FOLLOWING BREAKERS:
ENCLOSURE FROM SOUTHWEST CORNER TO SOUTHEAST CORNER AS SHOWN
F
G
H
I
F
G
H
I
2"*3"*4"*4"*2-4"*
1*
1*
1*
1*
1*
1*
1+
2*
1+
2*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
3*
1+
1*1*
3*
1+
1*
4+
4*
5+
3*
3+
2*2*2*
1*1*1*
1*1*1*1*
1*1*
1*
2*
7+
4*
14+
4*
36+
APS 2 1*1*1*2*
SV-1-T*SP-1-T*165W*
165W*Route 58*
61-5-100*
15TS*
29-5-100*SV-1-T*SP-1-T*2*165W*Route 58*
SV-2-TA*SP-1-T*
7
SP-1-T*
SP-1-T*
1*
2+
2*
2+
SIGNAL AND LIGHTING (LOCATION 12)
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:23 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SCALE: 1"=20'
ROSEDALE HIGHWAYLANDCO DRIVESTEADY DEMAND SEQUENCE
OR
2
2
5
44
4
2
1
6
6
6P 4P
4P
5 6
6P
R. WOO
R. WOO
W. SUN 6J2L71'
1I9U
6J4U
6J4L 6J3UCB
285' TO LIMIT LINE
2I2L
5J9U
2I4U
2I3UCB A
B
C
D
E
FLIMIT LINE185' TO59'4I6U
4I7L
4I7U
1
2
3
4 5
6
7
8
1
EVUD
EVUD
EVUD
4
51.10
51.10
51.12
51.12
26 ft 10 ft
5J1U
2I4L
2I3L1I1U
6J3L
4I8L
LOOP DETAIL
1"=20'
2
Y
R
G
DETAIL "A"
4I8U
6
2
NOTES:
FOR NOTES AND SCHEDULES SEE SHEET E4-40.1.
2.
Exist RR CABINET
Exist RR TRACK
149'
5
AB
1
4
NTS
285' TO LIMIT LINE
RC
85'AB
74'
AB
APPROVED FOR ELECTRICAL WORK ONLY E4-39
RAILROAD PREEMPTION
OPERATION
RESUME NORMAL
354
ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
3.ALL PULL BOXES MUST BE No. 6(E) UNLESS OTHERWISE NOTED.
6PO
6O
1O
5O
2O
1O
5O 6PO
6O
2O
4PO
4O
2O
5O
4O
4PO
Exist SP-PG&E
F
ROMT
ORL
PHASE DIAGRAM
RC
RS
RS
4
SIGNAL AND LIGHTING (LOCATION 13)
RC
RC
2"C, 2 SIC
/MOHAWK St, Approx 2050'
2"C, 2 SIC TO ROSEDALE Hwy
SC
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:24 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
7 8 94
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
O
O
O
OO
O
O
O
O
O
O O
O
O O
O
R/W
R/W
R/W
R/W
DETAIL "A"
SIMULTANEOUS
R/W
R/W
R/W
O
O F2F2SEE LOOP DETAIL (Typ)
4"C, PT
2"C, 2 SIC2 SIC
2"C,
Approx 2150'
Hwy/GIBSON St
2"C, 1 SIC TO ROSEDALE
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)5(E)
O
O
5(E)
5(E)
5(E)5(E)
5(E)
5(E)
Exist 3"C, PT
Exist 2"C, 1 dlc
Exist 2"C, 1 dlc
INSTALL 1 SIC
Exist 2"C,
Exist 3"C, PT
INSTALL 2 SIC
Exist 2"C, 1 DLC
2 SIC
INSTALL
1 DLC
Exist 2"C,
Exist 3"C, PT
Exist 2"C, 1 dlc
Exist 2"C, 1 dlc
INSTALL 2 SIC
Exist 2"C, 3 DLC
O
INSTALL 2 DLC
366
REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
W. SUN
R. WOO
R. WOO
PHASETYPE
CABLE POLE
A
B
C
D
E
AWG
TOTAL
TOTAL
1
PHASE
3CSC
LIGHTING
F
DETECTORS-DLC
CIRCUIT
12CSC
6
3 4 6 7 8
2 2#8
-
2
1
TYPE
A
B
C
D
E
F
No.SMA LMA POLE ARROW
SPECIAL REQUIREMENTS
STANDARD
POLE AND EQUIPMENT SCHEDULE
-
RSNS
------
---
15'
2
1
2M ADV
6M ADV
----2*
---4*
CABLE SCHEDULE
4
6
6
-
-
------
1
-
-
-
---
1*
4*
1
1 2
2
4*-
-
2 -4
-
5
29-5-100 55'SV-1-T SP-1-T 4 Landco Dr
6*
6*
SV-2-TA --
26-4-100 45'15'
3
4"3"
NO SCALE
4
4M ADV
---1*
-----4*4*
-----1 1
-
-----4*
-----1
1,6,6P
4,4P
-
5,6,6P
1,2,4,4P
4
2"2-4"2"
-
----
-
1
1
1
--1
-
----
-
-
1
1
---
-
-
--
---
-
-
-
-
---
-
--
2*
-
-
-
-2*-
-
-1*1*1*
2*
-
-
-
2*2*-
1
1
1
1
1
1
1
1
1 1
1
2*
2*
1*
2*4*2
3 +3
-2 2 2#6 SIGNAL SERVICE 2*--
2*
4*4*4*
1*1*1*
4*
1
4*
1
7*
MAT*
TV-1-T
-----
---
29-5-100 55'15'MAT*-Landco Dr
SV-3-TA 4*
3"
-
-
-
-
-
-
-
-
-
-
-
2
3"
1*3*1*2*2*1*-1*
2*2*2*2*
2 MAS
2 MAS
Route 58
CONDUIT AND CONDUCTOR SCHEDULE
SEE SIGN PLANS FOR SIGN DETAILS.
Lum
LED
165W
165W
165WMAT*
MAS
3
INSTALL R9-3a SIGN ON POLE.
5
---
1*1*
7*3
3-3*2*3*3*---
4
NAMEPLATEVOLTS
60
2
1
240
120
YES
CONTROL TYPE
PHOTOELECTRIC
METER
TRAFFIC SIGNAL
MAIN BREAKER
POLESAMPERES
100
YES
-
-
30 2240 YESLIGHTING -
5 C11 WIRE HARNESS. CONTRACTOR TO MODIFY INPUT FILE AS REQUESTED BY THE ENGINEER.CF
F1=19', F2=12', INSTALL EVUD
INSTALL R73-2(CA) SIGN ON SMA,
SIGN ON POLE, F1=17', F2=12', INSTALL EVUD
INSTALL R73-2(CA) SIGN ON SMA & R9-3a
15TS
TV-2-T
6
2,4,5
---
-
1-A
1-A
165W15'
--
APPROVED FOR ELECTRICAL WORK ONLY
ON SMA, F=23'. INSTALL EVUD
INSTALL R73-6(CA) SIGN
E4-40
355
Veh Ped
PBA
SIC
EVUC
FOLLOWING BREAKERS:
Exist TYPE III-A SERVICE EQUIPMENT ENCLOSURE TO REMAIN WITH THE
LEGEND: (FOR SHEET E4-39)
APS
Mtg
Sig
PedVeh Sig Mtg
MAST ARM
INSTALL COUNTDOWN PSF.
0/
APS CABLE -----1*-2*
* NEW EQUIPMENT
ALL EQUIPMENT IS Exist.
* NEW EQUIPMENT
ALL EQUIPMENT IS Exist.
SP-1-T*
SP-1-T*
SP-1-T*6
6
6
SIGNAL AND LIGHTING (LOCATION 13)
2
3"*
+3+1
1*
2*
+1
DETAILS.
ENGINEERING SERVICES STANDARDS REFERENCE MANUAL ES8090.4 AND ES8090.5 FOR
CENTERLINE OF THE TRACK (MEASURED PERPENDICULAR TO RAIL). SEE RAIL AMERICA
OF TIE TO TOP OF CONDUIT AND EXTEND TO 25' HORIZONTALLY BEYOND THE
BORE METHOD) OR 5.5' (IF INSTALLED BY JACK AND BORE METHOD) BELOW THE BOTTOM
SHALL PROVIDE A MINIMUM VERTICAL COVER OF 10' (IF INSTALLED BY DIRECTIONAL
INSTALL 2"C WITH 2 SIC. ALL CONDUITS UNDERNEATH THE Exist RAILROAD TRACKS
UP SYSTEM TO REMAIN.
EXISTING MODEL 2070E CONTROLLER ASSEMBLY IN 332 CABINET AND BATTERY BACK
13*
+1
4*4*
+1
17*
+2
2*
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:25 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
O
O
O
O
O
O
O
O
CONDUIT RUN NUMBER AND SIZE
366
REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
ROSEDALE HIGHWAY GIBSON STREET4
4P
6P
6
1
6
6
4 4
8
8P
2
2P
2
2
5
6P
6
5
8
8P
8
4110'146'185' TO LIMIT LINE185' TO LIMIT LINE230' TO LIMIT LINE
230' TO LIMIT LINE
RC
RC
2I2U 2I3U
4P
8
AB
4I6U
4I7U
5J9U
6J3U
8J8U1
3
4
7
6
W. SUN
A
B
C
D
E
F
G
EXISTING PHASE DIAGRAM
STEADY DEMAND SEQUENCE
OR
1I9U
8J6U
SCALE: 1"=20'
RS
51.392
51.396
51.405
51.410
5J1U
2I4U
2I4L
2I3L
1I1U
6J4U
6J4L
6J3L
8J7U
2
4I8U
26 ft 10 ft
LOOP DETAIL
1"=20'
6J2U
AB
2
2P
H
2
1
5
8
9
AB
BC
RC
NOTES:
FOR NOTES AND SCHEDULES SEE SHEET E4-42.1.
2.
EVUD
EVUD
EVUD
RC
AB
AB
EVUD
AB
BC
RC
6J10U
5
6
APPROVED FOR ELECTRICAL WORK ONLY
R. WOO
R. WOO
AB
RS
RCRSRC
AB
AB1"=10'
DETAIL "A"
BC
8
5
E4-418J7L356
CB
AB
AB
1
RC
RC
RC
ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY
6PO
6O
5O
1O
1O
5O
2O
2O
2PO
2PO
6PO
6O
4PO
4O
8PO
8O
SIGNAL AND LIGHTING (LOCATION 14)
3.ALL PULL BOXES MUST BE No. 6(E) UNLESS OTHERWISE NOTED.
0 04/01/15 CONFORMED SET
U/C
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:25 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
10806789 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
366
O
O
O
O
O
O
O
O O
O
O
O
O
O
O
O
O
O
OO
O
O
O
R/W
R/W
R/W
R/W
R/W R/W
O
O
Typ
PROPOSED R/W
PROPOSED R/W O
O
O
2"C, 1 DLC
2"C, 1 DLC
F2INSTALL 1 DLC
Exist 2"C, 1 DLC
RC 1 DLC
RC 1 SIC
INSTALL 1 SIC
TO ROSEDALE Hwy/F2SEE LOOP DETAIL (Typ)
SEE LOOP DETAIL (Typ)
3"C, PT
4"C, PT
1 SIC
2"C, 1 DLC
COSTCO ENTRANCE
Approx 2150'
Hwy/LANDCO Rd
2"C, 1 SIC TO ROSEDALE
5(E)
5(E)5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
5(E)
Exist 2"C, 1 SIC
Approx 650'
3"C, PT
5(E)
3"C, PT
2"C, 1 DLC
5(E)5(E)
3"C, PT
BE INSTALLED BY PG&E
Exist 3"C, CONDUCTORS TO
DETAIL "A"
INSTALL 1 DLC
Exist 2"C, 1 DLC
RC 1 DLC
4
1 DLC
Exist 2"C,
Exist SP-PG&E
Exist 2"C, 2#6(SIGNAL SERVICE)
Exist 2"C, 4#8(SAFETY Ltg)REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
1
TYPENo.SMA LMA POLE
STANDARD
POLE AND EQUIPMENT SCHEDULE
15'MAS
15'60'
30'SP-1-T
ARROW
SPECIAL REQUIREMENTSRSNS
NO SCALE
-
SV-1-T Route 58
15'60'
-----
4
6
6
8
2*
2
3
M. TEICH
M. TEICH
W. SUN
NAMEPLATEVOLTS
60
2
1
240
120
YES
CONTROL TYPE
PHOTOELECTRIC
METER
MAIN BREAKER
POLESAMPERES
100
YES
30 240 2
-
-
SPARE YES -
NAMEPLATEVOLTS
40
2
2
240
240
YES
CONTROL TYPE
PHOTOELECTRIC
METER
MAIN BREAKER
POLESAMPERES
100
YES
20 120 1
-
IV
SPARE YES -
SAFETY LIGHTING
TRAFFIC SIGNALS
TV-2-TA SP-1-T
19-4-100
---TV-2-TA SP-1-T 8 --
61-5-100 2 MAS
MAT SV-1-T SP-1-T Gibson St
---TV-2-TA*--
19-4-100 25'15'MAS SV-1-T SP-1-T 2 Route 58
---TV-2-TA SP-1-T --
-
NO SCALE
-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1
1 2
2
2
-
22
-
-
PHASETYPE
CABLE
POLE
A
B
C
D
E
AWG
TOTAL
TOTAL
1
PHASE
3CSC
LIGHTING
F
DETECTORS-DLC
CIRCUIT
12CSC
O
O
2 3 4 6 7
O
O
O
#8
G
H
O2
1
O2M ADV
O
4,8,8P
CABLE SCHEDULE
6
8
2
2
O4
3"
1,2,2P
4M ADV
5
6
6M ADV
1,6,6P
6
5,6,6P
2,5,2P
8
4
4"3"
4
4,8,4P
O8
8M ADV
2-4"
-
-
1
1
-
-
1
1
1
1
1
1
1
1
-
-
-
-
-
-
-
-
3
3
4
4
2 2
-
----
1
--
3"2"
8,8P
4,4P
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-1
1
1
1
2
2
8
8
2--
4
1
----
----
2 2
1 1
2
1
---
---
2
55
1
5
1
5
1
5
1
-
-
---3
1
3
---
11
21--
4SP-1-T
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 2 2
3"
-1 1 12 4
1
1
1
1
1
1
1
1
1
1
5
5
-
-
-
-
-
-
2
1
5
2
1
2
1
4
18
-
-
1
1
1
1
1
1
1
1
1
1
1
1
-
-
-
-
6
6
2
2 3
1
5
2
1
2
1
4
-
--
4"2-3"
CONDUIT AND CONDUCTOR SCHEDULE
5
61-5-100
2 MAS
MAT SV-1-T 165W
165W
165W
165W
Lum
LED
Gibson St
SEE SIGN PLANS FOR SIGN DETAILS.
3
3
3
3
INSTALL R6-1 SIGN ON POLE.
98
1
1
1
1
2
2 2 2 2--
8 8 11 18 3-
1
1
1 1
4
5 C11 WIRE HARNESS. CONTRACTOR TO MODIFY INPUT FILE AS REQUESTED BY THE ENGINEER.CF
F1=19', F2=12', INSTALL EVUD
INSTALL R73-3(CA) SIGN ON SMA,
ON SMA, INSTALL EVUD
INSTALL R73-3(CA) SIGN
F1=20', F2=12', INSTALL EVUD
INSTALL R73-3(CA) SIGN ON SMA,
ON SMA, INSTALL EVUD
INSTALL R73-3(CA) SIGN
6
1-A
1-A
1-A*
1-A
APPROVED FOR ELECTRICAL WORK ONLY E4-42
357
Veh Ped
PBA
SIC
EVUC
ALL EQUIPMENT IS NEW.
SINGLE PHASE Ctid No. (06500580051200T)
SINGLE PHASE Ctid No. (06500580051200L)
LEGEND: (FOR SHEET E4-41)
3"C, PT PER PG&E REQUIREMENT, CONDUCTORS TO BE INSTALLED BY PG&E.
MAST ARM 0/
Veh Sig Mtg
Mtg
Sig
Ped APS
ENCLOSURE AS SHOWN WITH THE FOLLOWING CIRCUIT BREAKERS:
6
-2 ---2 -2APS CABLE
CONDUIT RUN NUMBER AND SIZE
A
B
C
D
E
F
G
H
ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED.
* NEW EQUIPMENT
SP-1-T*
Exist TYPE III-CF SERVICE EQUIPMENT
Exist MODEL 2070E CONTROLLER ASSEMBLY AND BBS.
2
SIGNAL AND LIGHTING (LOCATION 14)
INSTALL COUNTDOWN PSF AND APS.
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:26 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
366
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SCALE: 1"=20'COSTCO ENTRANCE4
3
4P
6P
6
1
6
2
1
2P
4P
74 7
8
8P
2
2P
2
2
5
6P
6
5
8
8P
83
6
4
6J2L
283' TO LIMIT LINE
6J4U
6J4L 6J3U
1I9U
1I9L
1I1U
1I1L
2I2L
1 7J5U7J9L4I8U4I7U5J1U
5J1L
5J9U
5J9L
2I4L
2I4U
2I3U
3I5U3I9L8J8U8J7L4
10
11
R. WOO
R. WOO
W. SUN
230' TO
LIMIT LINE
142'
82'2
3
51.515
51.520
51.534
51.530
RC
EVUD
EVUD
EVUD
EVUD
6J3L
2I3L
CB
RC
CB CB
CB
CBSC
SCSC
6J10U
AB Typ
AB Typ
ABTyp
26 ft 10 ft
LOOP DETAIL
1"=20'
3
44
4
44
APPROVED FOR ELECTRICAL WORK ONLY
CB
AB
BC
E4-43
358
SIGNAL AND LIGHTING (LOCATION 15)
EXISTING PHASE DIAGRAM
6PO
2O
2PO
3O 7O
4O
3O
8O
7O
8O
4PO
4O
STEADY DEMAND SEQUENCE
OR 8PO
8PO
6PO
6O
1O
1O
5O
5O
2O
2PO
6O
4PO
OR
NOTES:
1.
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT2.
3.ALL PULL BOXES MUST BE No. 6(E) UNLESS OTHERWISE NOTED.
FOR LEGEND AND SCHEDULES SEE SHEET E4-44.
RC
RC
ROSEDALE Hwy
RC
SC
RC
RC
RC
RC
SC
RC
A
B
I
C
D
E
F
G
H
1
2
3
5
6
9
7
8
RC
RC
RS
RS
RS
v
v
CB
RS
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:27 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
42
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
366
O
O
O
O
O
O
O
O O
O
O
OO O
O
O
O
O
O
O
O
O
O
OO
O
OO
O
O
R/W
R/W
2#8
Exist 2"C,
Exist oh SIGN
6(E)
6(E)
2#6 (SIGNAL SERVICE)
Exist 2"C,
3#6
Exist 2"C,
Hwy/CAMINO DEL RIO Ct
Exist 2"C, 1 SIC TO ROSEDALE
3"C, PT
RC 1 SIC
INSTALL 1 SIC
TO ROSEDALE Hwy/
Approx 650'
Exist 2"C, 1 SIC
GIBSON St
3"C, PT
2#8 (OH SIGN)
4#8 (SAFETY Ltg),
Exist 2"C,
Exist St Ltg
2 DLC, 1 SIC
Exist 2"C,
1 DLC, 1 SIC
INSTALL 1 SIC
INSTALL 1 SIC
1 DLC, 1 SIC
1 DLC, 1 SIC
Exist 2"C,
Exist 2"C, 4 DLC
INSTALL 4 DLC
4 DLC
Exist 2"C,2 DLC, 2#8
2 DLC INSTALL1 DLC
Exist 2"C,1 DLC, 2#8
1 DLC
INSTALL 1 DLC
Exist 2"C,1 DLC
1 DLC
INSTALL 1 DLC
5(E)
5(E)5(E)
5(E)
Exist SP-PG&E REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
R. WOO
R. WOO
W. SUN
NO SCALE
PHASETYPE
CABLE POLE
A
B
C
D
E
AWG
TOTAL
TOTAL
1
PHASE
3CSC
LIGHTING
F
DETECTORS-DLC
CIRCUIT
12CSC
6
2 3 4 5 6 7 8
3"
#8
2
1
A
B
C
D
E
F
No.2
1
2M ADV
6M ADV
---4*
CABLE SCHEDULE
4
2*
3*
3*4*
4*1 2
3
5
3"
4
3"
-
----
-
1*
--1*-
-
-
-
1*2*-
1 2
#8
-4*
2"
TYPE SMA LMA POLE ARROW
SPECIAL REQUIREMENTS
STANDARD
POLE AND EQUIPMENT SCHEDULE
RSNS
------
-
200W61-5-129 60'SV-1-TMAT
TV-2-T
----
19-4-129
OH SIGN
3
7
8
-------
-------
------
----2*-
-------
---
--1*-
----2*-
------
4*9*
-22-
6
6
8
-
8
8
2
2
4
G
H
I
2
3
3"
-
-
-
-
-
-
-
-
-
3
4
3"
-
-
-
-
-
-
-
-
-
9 10 11
19-4-129
-
G
H
I
12'2 MAS -
25'12'MAT
MAS SV-1-T 200W Route 58 /
Rosedale Hwy
TV-2-T -
-------PBA POST
200W61-5-129 60'SV-1-TMAT12'-
-----TV-2-T -
25'12'MAT
MAS SV-1-T 200W Route 58 /
Rosedale Hwy
-----TV-2-T -
---2--
-
---1*
1*
1*
--1*-
-
-
-
-
-
-
-
-
--1*1*
1*
1*
-1*1*-
-
-
-
-
-
-
-
-
-1*1*1*
1*
1*
1*1*1*-
-
-
-
-
-
-
-
-
---
-
-
----
1
-
1
---
---
-
-
----
-
1
1
---
-
-
----
-
-
-
-
----
-
-
----
-
-
-
-
-
-
----
-
-
----
-
-
-
-
-
-
-
-
-
-
3"3"2-4"2-4"
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1*
1 1 1 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2 2*2 2 2
2 2 2
4*4*4*4*4*
-1
2 2 2 2 2
2*2*2*
4*4*
1*1*1*1*1*
2*2*2*
2 2 2 2 2
---1--1 1 1 1
1,6,6P
3,4,4P
3,8,8P
5,6,6P
2,5,2P
7,8,8P
4,7,4P
1,2,2P
--
E4-44
CONDUIT AND CONDUCTOR SCHEDULE
INSTALL EVUD
INSTALL EVUD
INSTALL EVUD
INSTALL EVUD
NAMEPLATEVOLTS
60
2
1
240
120
YES
CONTROL TYPE
PHOTOELECTRIC
METER
TRAFFIC SIGNAL
MAIN BREAKER
POLESAMPERES
100
YES
30 120 2
-
-
YES -
NAMEPLATEVOLTS
40
2
2
240
240
YES
CONTROL TYPE
PHOTOELECTRIC
METER
MAIN BREAKER
POLESAMPERES
100
YES
20 120 1
-
IV
SPARE YES -
HIGHWAY LIGHTING
HIGHWAY SIGN
RS
3 C11 WIRE HARNESS. CONTRACTOR TO MODIFY INPUT FILE AS REQUESTED BY THE ENGINEER.CF
Exist MODEL 170 CONTROLLER ASSEMBLY. INSTALL DEPARTMENT-FURNISHED MODEL 2070E
4
2
1-A
1-A
1-A
1-A
4
APPROVED FOR ELECTRICAL WORK ONLY
MODIFY SIGNAL AND LIGHTING (LOCATION 15)
359
0/
Veh Ped
PBA
SIC
EVUC 1*1*1*2*1*1*2*4*4*
LEGEND: (FOR SHEET E4-43)
FOLLOWING BREAKERS:
Exist TYPE III-CF SERVICE EQUIPMENT ENCLOSURE TO REMAIN WITH THE
INSTALL COUNTDOWN PSF.
MAST ARM
Veh Sig Mtg
Mtg
Sig
Ped APS
Lum
HPS
ALL EQUIPMENT IS Exist UNLESS OTHERWISE NOTED.
* NEW EQUIPMENT
SP-1-T*
SP-1-T*
SP-1-T*
SP-1-T*
SP-1-T*
SP-1-T*
SP-1-T*
SP-1-T*
4*
6*
6*
8*
8*
8*
2*
2*
4*
CONTROLLER ASSEMBLY IN Exist FOUNDATION. FURNISH AND INSTALL BBS.
3"*
1*
+4
4*
+4
4*
+5
4*
+5
4*
5*5*5*5*5*5*5*
6*6*4*
4+
4*
4+
4*
4+
4*4*
10*10*22*
4+
22*
5+
1*
1+
ALL EQUIPMENT IS Exist UNLESS OTHERWISE NOTED.
* NEW EQUIPMENT
--2*2*---2*--APS CABLE 2*
MAS,MAS*
5 RS Exist PBA. INSTALL APS.
5
5
5
5
5
5
5
5
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:27 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
O
O
O
O
O
O
O
O
O
O
CONDUIT RUN NUMBER AND SIZE
366
REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
SCALE: 1"=20'
R. WOO
R. WOO
W. SUN
CLOSED CIRCUIT TELEVISION SYSTEM
1 2 3
CONDUCTOR SCHEDULE
CABLE
AWG OR CONDUCTOR RUN
1 2
1
2
4
2
2.
1
#6
CCTV POWER CABLE
ANTENNA CABLE
SERVICE
1
1
1
1
1
1
2-
-
-
-
2"2"
ALL CONDUITS, CABLES, CONDUCTORS, AND DLC ARE NEW UNLESS OTHERWISE NOTED.
E4-45
3
2-3"
4
-
2
-
-
2
CCTV COMPOSITE CABLE
1.FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING
AT THE DISTRICT OFFICE.
ALL PULL BOXES SHALL BE No. 6(E) UNLESS OTHERWISE NOTED.
APPROVED FOR ELECTRICAL WORK ONLY
360
LEGEND:
NOTES:
MODEL 334L CABINET WITH WIRELESS MODEM FOR CCTV.
TYPE VDS 35 POLE WITH CAMERA ASSEMBLY.MOHAWK StROSEDALE Hwy
* = EXISTING
2"*
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:28 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
104089 1
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
366
R/W
R/W
R/W
R/W
TRAFFIC SIGNAL CONTROLLER CABINET
5(E)
PLAN E4-3 FOR ADDITIONAL DETAILS.
TYPE III-CF SERVICE EQUIPMENT ENCLOSURE. SEE SIGNAL
5(E)
BE INSTALLED BY PG&E
Exist 3"C, CONDUCTORS TO
Exist SP-PG&E REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
CONDUCTOR DESIGNATION 21
3"
1
2
VOLTS
YES
CONTROL TYPE
PHOTOELECTRIC
METERPOLESAMPERES
-
-
3
CONDUIT SIZE
3 4
NAMEPLATE
CONDUIT AND CONDUCTOR SCHEDULE
5
BC
AB
RC
2
CB
1
3
9
8
AB
5
2
1
74
CB
6 Sta 1060+38Sta 1060+233"
6 7
3"
8
2
3"
9
2
1
3"
10
#4/0 AWG (SERVICE)
#6 AWG (334-C CABINET)
CMS LAMPS (#2 AWG)
CMS LAMPS NEUTRAL (#2 AWG)
CMS GROUND
TELEPHONE CABLE (#20 AWG)
80
70
120
120
1
1
CHANGEABLE MESSAGE SIGN
334-C CABINET -
3 3
4 4 4
2
1
2"2"
SCALE: 1"=20'
R. WOO
R. WOO
W. SUN
E4-46
SC
SC
3
cmsOF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
ALL PULL BOXES SHALL BE No. 6(E) UNLESS OTHERWISE NOTED.2.
DEPARTMENT-FURNISHED HARNESS No. 4
DEPARTMENT-FURNISHED HARNESS No. 5
3.
1"=10'
DETAIL "A"cms10
AB
APPROVED FOR ELECTRICAL WORK ONLY
361
NOTES:
1.
RL
Exist MODEL 500 CMS.
ALL EQUIPMENT IS Exist UNLESS OTHERWISE NOTED.
* = NEW EQUIPMENT
2*2*
1*
3"*2"*3"*
1*
1*
1*
1*
MODIFY CHANGEABLE MESSAGE SIGN SYSTEM
LEGEND:
WITH THE FOLLOWING CIRCUIT BREAKER:
Exist 120/240V, TYPE III-AF SERVICE EQUIPMENT ENCLOSURE
ALL Exist SERVICE ENCLOSURE CABINET AND PULL BOXES SHALL MATCH FINISHED GRADE.
ROSEDALE HwyLANDCO DrROSEDALE Hwy
Exist MODEL 170 CONTROLLER ASSEMBLY.
0 04/01/15 CONFORMED SET
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:28 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATEREGISTERED CIVIL ENGINEER
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
21660 E. COPLEY DRIVE, SUITE 270
DIAMOND BAR, CALIFORNIA 91765
LIN CONSULTING, INC.
WILLIAM SUN
C57664
12/31/15
6/11/14
10609 1
366
UTILITY-PAC BELL
TYPE H RISER
120 240 V/
R/W
R/W
5(E)
DETAIL "A"R/W
Exist SP-PG&E
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK REENIGN
E LANOISSEFORP DERE
TSIGERAINROFILAC FO ETATS CIVIL
IRRIGATION SPRINKLER SCHEDULE
ISS4-1
6
6 A-6
A-6
B-2
C-2
POP-UP
GEAR DRIVEN
POP-UP
GEAR DRIVEN
B-6
BUBBLER
F
P 30
30
30
30
30
H
Q
1.5
0.75 20 PLPOP UP
STREAM SPRAY
POP-UP
SHRUB SPRAY
X 1/2"
V
I
X 0.25 PL 1/2"1/2"
B-2
POP-UP
SHRUB SPRAY 30
F
H
Q X PL 1/2"I5-15
X
X
X PL 1/2"I5-15
PL 1/2"I
PL 1/2"I25+
25+
05-23-2014 PB
KJ
SPRINKLER SCHEDULE
SYMBOLTYPEDESCRIPTION
SPRAY PATTERNGALLONS PER HOURMATERIALPOSITIVE-LOCKINGAdj ARC STOPBACKSPLASH PREVENTERDIFFUSER PINDISTANCE CONTROL FLAPTYPEPLASTICGALVANIZEDRISER SUPPORTDISCHARGE
RISER
MATERIAL
REMARKS
2
PRESSURE COMPENSATINGGALLONS PER MINUTESPRINKLER PROTECTOR (TYPE)THE DISCHARGE AND RADII SHOWN REFLECT ITS USE.
2 - IF A PRESSURE COMPENSATING DEVICE IS SPECIFIED,
4 - VINYL-COATED CAST IRON HOUSING.
CURBS, SIDEWALKS, AND DIKES.
3 - ARC STOP SHALL BE FITTED WITH A NUT AND BOLT.
6 - UNLESS OTHERWISE SHOWN ON PLANS.
5 - SWING JOINTS REQUIRED ADJACENT TO SHOULDERS,(GPM)SWING JOINT (TYPE)5
1 - SEE SPECIAL PROVISIONS.(GPH)SIZE (IPS INCH)HEIGHT (INCH)PLUS/MINUS 5%INLET CONNECTION(NPT INCH)FLOW SHUTOFF DEVICEAPPLICABLE WHEN CIRCLED BELOW:
X IN BOX DENOTES REQUIREMENTOPERATING PRESSURE (psi)RADIUS (ft)WIDTH x LENGTH (ft)Adj DISCHARGE362
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:17 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATE
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
AINROFILACFOET
ATSLICENSEDLANDSCAPE ARC
HI
TECTJ.Pat rickBoyd,No.
4
682Signature
Renewal Date
Date
JULY 31, 2015
LICENSED LANDSCAPE ARCHITECT
DESIGNLAB 252
PO BOX 27616
FRESNO, CALIFORNIA 93729
366
JUNE 11, 2014
JUNE 6, 2014
CONFORMED SET04/01/150
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
"ROS" LINE
R/W
R/W
IPP4-1
TCE
TCE TCETCE
APN 332-020-51
APN 332-270-01 APN 332-280-16
APN 332-260-02
RR R/WRR R/WSEGMENT 4
SCALE: 1"=20'
IRRIGATION AND PLANTING PLAN
NOTE:
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
SHEET No.
TOTALIPP4-1 IPP4-2 IPP4-3
SHEET No.
QUANTITY (SF)
TOTAL
ROCK BLANKET
380
IPP4-1 IPP4-2 IPP4-3
380
MULCH
QUANTITY (C.Y.)1.4 5.7
05-23-2014 PB
KJ
VIGSTROM C R & BARBARA A TR
APN: 332-020-50
SYMBOL DESCRIPTION
EXISTING IRRIGATION CONTROLLER
CONNECT TO EXISTING
EXISTING IRRIGATION LATERAL LINE
EXISTING IRRIGATION VALVE
LIMIT OF WORK
EXISTING SHRUBS, GROUNDCOVER
EXISTING TURF
LEGEND
LANDSCAPE NOTES APN 332-020-50
R/W
R/W R/W
R/W
TCE
TCETCE
ROSEDALE Hwy
DURING CONSTRUCTION.
1. MAINTAIN EXISTING PLANTS ON PARCEL
7.1
363
ASPH
ASPH
ASPH
ASPH
10551234
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:18 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATE
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
AINROFILACFOET
ATSLICENSEDLANDSCAPE ARC
HI
TECTJ.Pat rickBoyd,No.
4
682Signature
Renewal Date
Date
JULY 31, 2015
LICENSED LANDSCAPE ARCHITECT
DESIGNLAB 252
PO BOX 27616
FRESNO, CALIFORNIA 93729
366
JUNE 11, 2014
JUNE 6, 2014
CONFORMED SET04/01/150
ROCK BLANKET-380 S.F.
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
FAMILY TR
DOUNIES
WANAMAKER JEFF ET AL
VALLEY RAILROAD
SAN JOAQUINMETAL WORLD INC
ROSEDALE Hwy "ROS" LINE
R/W R/W
R/WR/W R/WIPP4-2
TCE TCE
TCE
TCETCE
SEGMENT 4
SCALE: 1"=20'
IRRIGATION AND PLANTING PLAN
NOTE:
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
PB
KJ
SYMBOL DESCRIPTION
EXISTING IRRIGATION CONTROLLER
CONNECT TO EXISTING
EXISTING IRRIGATION LATERAL LINE
EXISTING IRRIGATION VALVE
LIMIT OF WORK
EXISTING SHRUBS, GROUNDCOVER
EXISTING TURF
LEGEND
DOUNIES FAMILY TR
APN: 332-20-51
3. FIELD VERIFY IRRIGATION CONTROLLER LOCATION.
2. CONNECT PROPOSED VALVES TO EXISTING MAINLINE.
DURING CONSTRUCTION.
1. MAINTAIN EXISTING PLANTS ON PARCEL
LANDSCAPE NOTES APN 332-020-51
05-23-2014
364
ASPH
ASPHASPH
ASPH
ASPH LANDCO RD6 7 8 9
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:19 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATE
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
AINROFILACFOET
ATSLICENSEDLANDSCAPE ARC
HI
TECTJ.Pat rickBoyd,No.
4
682Signature
Renewal Date
Date
JULY 31, 2015
LICENSED LANDSCAPE ARCHITECT
DESIGNLAB 252
PO BOX 27616
FRESNO, CALIFORNIA 93729
366
JUNE 11, 2014
JUNE 6, 2014
CONFORMED SET04/01/150
MULCH-1.4 C.Y.
BACKFLOW PREVENTER
CONNECT TO RELOCATED
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
IRRIGATION AND PLANTING PLAN
SCALE: 1"-20'
OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT
SEGMENT 4
IPP4-3
05-23-2014 PB
KJ
SYMBOL DESCRIPTION
EXISTING IRRIGATION CONTROLLER
CONNECT TO EXISTING
EXISTING IRRIGATION LATERAL LINE
EXISTING IRRIGATION VALVE
LIMIT OF WORK
EXISTING SHRUBS, GROUNDCOVER
EXISTING TURF
LEGEND
NOTE:
LW CO LLC
APN: 332-230-05
LANDSCAPE NOTES APN 332-230-05
BUILDING RECESS. MANUAL CONTROL VALVE
3. FIELD VERIFY VALVE LOCATION-ADJACENT TO BUILDING ON RIGHT SIDE OF
ARE ADEQUATE SIZE FOR PROPOSED GPM. MATCH EXISTING SPRINKLERS
2. CONNECT PROPOSED LATERAL TO EXISTING VALVE. VERIFY EXISTING VALVES
DURING CONSTRUCTION.
1. MAINTAIN EXISTING PLANTS ON PARCEL
365
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:20 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATE
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
AINROFILACFOET
ATSLICENSEDLANDSCAPE ARC
HI
TECTJ.Pat rickBoyd,No.
4
682Signature
Renewal Date
Date
JULY 31, 2015
LICENSED LANDSCAPE ARCHITECT
DESIGNLAB 252
PO BOX 27616
FRESNO, CALIFORNIA 93729
366
JUNE 11, 2014
JUNE 6, 2014
CONFORMED SET04/01/150
MULCH-5.7 C.Y.
10709 1 2 3
P
ASPHASPHASPH
ASPHASPHASPHFAIRHAVEN DRCONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK
IRRIGATION QUANTITIES
DESCRIPTION SUBTOTALS DESCRIPTIONUNITUNIT
SCHEDULE 40 SCHEDULE 40INCH
INCH
INCH
INCH
INCH
INCH
INCH
ƒ
1
1‚
1•
2
2•
3
INCH
INCH
INCH
INCH
INCH
INCH
INCH
ƒ
1
1‚
1•
2
2•
3SUPPLY LINEPLASTIC PIPETYPESPRINKLERTYPESPRINKLERSUPPLY LINEPLASTIC PIPESHEET NUMBER
A-6
B-2
B-6
C-2
EA
EA
EA
EA
6
LF
LF
75
A-6
B-2
B-6
C-2
EA
EA
EA
EA
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
IPP4-1 IPP4-2 IPP4-3
75
6
IQ4-1
IRRIGATION TOTALS
PB
KJ
1 INCH
VALVECONTROLREMOTEEA 2 1 INCHEA2
VALVECONTROLREMOTE05-23-2014
366
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
USERNAME =>pbrownDATE PLOTTED =>8/2/2019TIME PLOTTED =>9:24:20 AMChecked by:
Engineer:
Drawn:File Name:
Job No.:
Date:
Revision:Date:Description:
Prepared by:
CITY OF BAKERSFIELD
Prepared for:
PLANS APPROVAL DATE
SHEETS
TOTAL
No.
SHEET
1600 TRUXTUN AVENUE
Dist COUNTY ROUTE TOTAL PROJECT
POST MILES
ROSEDALE HIGHWAY WIDENING
BAKERSFIELD, CALIFORNIA 93301
06 Ker 58 46.1/51.7
AINROFILACFOET
ATSLICENSEDLANDSCAPE ARC
HI
TECTJ.Pat rickBoyd,No.
4
682Signature
Renewal Date
Date
JULY 31, 2015
LICENSED LANDSCAPE ARCHITECT
DESIGNLAB 252
PO BOX 27616
FRESNO, CALIFORNIA 93729
366
JUNE 11, 2014
JUNE 6, 2014
CONFORMED SET04/01/150
CONTRACT No.
R.E. NAME
AS BUILT
C.C.A. DATE
06-0F3604
12/15/16
KRISTINA P. BUDAK