CITY OF BAKERSFIELD
Thomas Roads Improvement Program
SHEET 1 OF 10
CONTRACT NO. P.O. NO.
PROJECT:
FEDERAL NO. (S)
CO
NTRACTOR: Security Paving Company
ADDRESS: 2915 Fairhaven Drive
Bakersfield, CA 93309
YOU ARE HEREBY DIRECTED TO MAKE THE HEREIN DESCRIBED CHANGES FROM THE PLANS AND SPECIFICATIONS OR DO THE FOLLOWING WORK DESCRIBED NOT INCLUDED IN THE PLANS AND SPECIFICATIONS ON THIS CONTRACT.
NOTE: This change order is not effective until approved by City Council or City Engineer CHANGE SUBMITTED BY: Arturo Infante, Construction Manager DATE: 12/12/2024 CHANGE REQUESTED BY: Arturo Infante, Construction Manager DATE: 12/12/2024 ACCOUNT NO (S) 122-4021-825.80-41 TRCC21
127-4021-825.80-41 TRCC21 INCREASE $65,000.00
335-4021-825.80-41 TRCC21 DECREASE $0.00
By reason of this order the time of City Council Approval Required YES X completion will be adjusted as follows: DEFERRED NO
CONTRACT CHANGE ORDER
Description of work to be done, estimate of quantities, and prices to be paid. Segregate between additional work of contract price, agreed price and force account.
Unless otherwise stated, rates for rental of equipment cover only such time as equipment is actually used and no allowance will be made for idle time. 19-069 170
NCIIPL-5109(251)
CHANGE ORDER NO.
Centennial Corridor MAINLINE
In accordance with section 4-1.05, "Changes and Extra Work", of the Standard Specifications, provide labor, equipment and materials as necessary to perform the following work:
Extra Work at Force Account:
At the southwest corner of S. Chester Ave and Richland St, and as shown on sheet three of this change order, replace in kind the existing reinforcement steel for the sidewalks to be constructed shown on the contract plans:
a
) From Station 28+63.12 to 28+78.11, rt, on the "CHE" alignment. b) From Station 28+70.32 to 28+85.05, lt, on the "CHE" alignment. c) From Station 26+33.062 to 26+51.91, lt, on the "LOU" alignment.
From Station 31+23.07 on the "CHE" alignment, to Station 89+84.73 on the "CH4" alignment, perform the following work and as shown on sheets 3 through 9 of this change order:
1. Remove the existing curb ramp, sidewalk, and asphalt concrete at the northeast corner of the Chester Ave and the Chester Ave Eastbound on ramp to SR58
2. Construct the ADA compliant curb ramp at the northeast corner of the Chester Ave and the Chester Ave Eastbound on ramp to SR58 as shown on sheets 4 and 5 of this change order.
3. Perform traffic control to construct this ramp.
4. Install the Temporary Traffic Control Devices shown on sheet 8 of this change order: Channelizer (Surface Mounted): 7 EA
5. Install detectable warning surface as shown on sheet 6 of this change order: 16 S QFT
6. Reset to grade the existing electrical pull box shown on sheet 9 A
s shown on sheet 10, remove the recently placed sidewalk and construct a driveway in lieu of the sidewalk.
As shown on sheet 10, remove the southernmost wing of the driveway and relocate it 5' to the south. Extend the driveway to the south as well.
Provide labor, equipments and materials as necessary to perform this work. The Contrator will be compensated for the actual costs. Contractor will submit invoices and extra work tickets in accordance with Section 9-1.04C of the Std Specs.
Labor, materials, and equipment, as approved by the Engineer, will be paid for in accordance with the provisions in Section 9-1.04, “Force Account” of the Standard Specifications.
All work shall be done in accordance with the attached revised plans, Special Provisions, Standard Plans and Specifications and as directed by the Engineer.
Extra Work at Force Account = $65,000.00
TIME ADJUSTMENT:
Consideration of time adjustment will be deferred until completion of the work specified in this change order. Determination of a time extension will be made in accordance with Section 8-1.07 “Delays” and Section 8-1.02D “Level 3 Critical Path Method Schedule” of the 2015 Standard Specifications.
Documented and justified delay impacts not addressed by this change order may be addressed on a separate change order in accordance with Section 4-1.05, "Changes and Extra Work" of the Standard Specifications.
Approved As to Form: CITY ATTORNEY Approved by the Council of City of Bakersfield Approval Recommended: City Engineer Mayor
Countersigned: Finance Director Date
Contractor: Title:Accepted, Date:
We, the undersigned contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above.
Contract No. 19-069
Change Order No. 170
Sheet 2 of 10
UNILATERAL
170
3 10
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85 90
6 7
8 9
1 2
3 4
253035 67891234678
25 3
4 6
90 1
3 2
4 Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
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D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
4:10:21 PM
11/9/2021
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
03-09-18
USERNAME => p002029C
DGN FILE => 0600000001ea014_R1.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
MARIA WILSON
MATTHEW BRASH
BRASH
MATTHEW
C78433
09/30/19
CIVIL
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
SCALE: 1" = 50'
L-14
LAYOUT
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
"SR58" LINE
S CHESTER Ave
LOUSTALOT LN
RICHLAND ST
"CHE" LINE
HAYBERT CT
BR
INK
DR
BRUNDAGE LN
CALTRANS R/W
C
A
LT
R
AN
S
R
/
W
C
A
LT
R
AN
S
R
/
W
C
A
LT
R
AN
S
R
/
W
EB ROUTE 58
WB ROUTE 58
"LOU" LINE
"C
H
4 " L
IN
E
ROAD PLANS
SEE LOCAL
ROAD PLANS
SEE LOCAL
"CHE" 30+04.57 POT
"SR58" 89+28.00 POT =
(TYPE C)
CURB RAMP
"CHE" 38+09.76
"CHE" 31+52.10 POT
"LOU" 26+97.66 POT =
"CHE" 31+48.58 POT
"CH4" 89+26.85 POT =
"CHE" 24+89.92
Beg CURB (TYPE A2-6)
"LOU" 26+33.06
2.14' Lt
END CURB (TYPE A2-6)
"LOU" 26+51.91
18.82' Lt
Beg CURB (TYPE A2-6)
"CHE" 28+63.12
71.23' Rt
END CURB (TYPE A2-6)
"CHE" 28+78.11
47.68' Rt
END CURB (TYPE A2-6)
"CHE" 28+85.05
45.81' Lt
Beg CURB (TYPE A2-6)
"CHE" 28+70.32
68.66' Lt
13 13
13 13
ROAD PLANS
SEE LOCAL
ROAD PLANS
SEE LOCAL
16 16
16 16
16 (TYPE C)
CURB RAMP
(TYPE C)
CURB RAMP
(TYPE C)
CURB RAMP
F
F
C
C
27 TCEEND SIDEWALK
END CURB (TYPE A2-6)
41.38' Rt "CHE" 32+48.47
Beg SIDEWALK
Beg CURB (TYPE A2-6)
"LOU" 26+13.07
32.28' Rt
Beg SIDEWALK
Beg CURB (TYPE A2-6)
41.69' Lt "CHE" 32+20.00
END SIDEWALK
END CURB (TYPE A2-6)
39.98' Lt "CHE" 32+71.27
16 (TYPE CM)
CURB RAMP
Beg CURB (TYPE A2-6)
"CHE" 31+23.07
45.54' Lt
Beg CURB (TYPE A2-6)
6.90' Lt "CH4" 89+84.73
1 1 AB
11/08/21
09/30/23
1 170
10 4
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GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
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N
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GNV
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GNV
GNV
GNV
GNV
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GNV
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GNV
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GNV
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GNV
GNV
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GNV
GNV
GNV
GNVGNV GNV GNV
GNV
85 90
6 7
8 9
1 2
3 4
253035 67891234678
2 5
3 4
6 90
1 3
2 4
Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
4:20:46 PM
11/9/2021
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
03-09-18
USERNAME => p002029C
DGN FILE => 0600000001ga014_R1.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
MATTHEW BRASH
WILSON
MARIA B.
C89012
09/30/20
CIVIL
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
JENNIFER ROJALES
SCALE: 1" = 50' C-14
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
"SR58" LINE
S CHESTER Ave
LOUSTALOT LN
RICHLAND ST
"CHE" LINE
HAYBERT CT
BR
INK
DR
BRUNDAGE LN
C
A
LT
R
AN
S
R
/
W
C
A
LT
R
AN
S
R
/
W
C
A
LT
R
AN
S
R
/
W
C
A
LT
R
AN
S
R
/
W
EB ROUTE 58
WB ROUTE 58
"LOU" LINE
"C
H
4 " L
IN
E
(REMOVAL PLAN)
CONSTRUCTION DETAILS
Beg REMOVE Conc SIDEWALK
Beg REMOVE AC PAVEMENT
Beg REMOVE Conc CURB
"CHE" 32+48.47
END REMOVE Conc SIDEWALK
END REMOVE AC PAVEMENT
END REMOVE Conc CURB
"LOU" 26+13.07
Beg REMOVE Conc SIDEWALK
Beg REMOVE AC PAVEMENT
Beg REMOVE Conc CURB
"CHE" 32+71.27 Beg REMOVE Conc SIDEWALK
Beg REMOVE AC PAVEMENT
Beg REMOVE Conc CURB
"CHE" 28+85.05
END REMOVE Conc SIDEWALK
END REMOVE Conc CURB
"CHE" 28+70.32
END REMOVE AC PAVEMENT
"CHE" 28+66.49
Beg REMOVE Conc SIDEWALK
Beg REMOVE Conc CURB
"CHE" 28+78.11
Beg REMOVE AC PAVEMENT
"CHE" 28+77.45
END REMOVE Conc SIDEWALK
END REMOVE Conc CURB
"CHE" 28+63.12
END REMOVE AC PAVEMENT
"CHE" 28+59.29
Conc SIDEWALK
Beg REMOVE
AC PAVEMENT
Beg REMOVE
Conc CURB
Beg REMOVE
"LOU" 26+33.61
Conc CURB
REMOVE 30'
AC PAVEMENT
REMOVE 188 SQFT
AC PAVEMENT
REMOVE 156 SQFT
Conc CURB
REMOVE 31'
REMOVE 99' Conc CURB
REMOVE 352 SQFT AC PAVEMENT
Conc CURB
REMOVE 30'
AC PAVEMENT
REMOVE 136 SQFT
SEE LOCAL ROAD REMOVALS REMOVE 56 SQYD Conc SIDEWALK Conc SIDEWALK REMOVE 17 SQYD
Conc SIDEWALK
REMOVE 17 SQYD
Conc SIDEWALK
REMOVE 16 SQYD
REMOVE 52' Conc CURB
REMOVE 121 SQFT AC PAVEMENT
REMOVE 24 SQYD Conc SIDEWALK
AC PAVEMENT
END REMOVE
Conc SIDEWALK
END REMOVE
Conc CURB
END REMOVE
"CHE" 31+33.34
AC PAVEMENT
REMOVE 822 SQFT
Conc CURB
REMOVE 430'
Beg REMOVE AC PAVEMENT
END REMOVE Conc SIDEWALK
"CHE" 32+31.24
END REMOVE AC PAVEMENT
END REMOVE Conc CURB
"CHE" 32+20.19
REMOVE 98 SQFT AC PAVEMENT
78 Conc CURB
REMOVE 26'
AC PAVEMENT
REMOVE 100 SQFT
AC PAVEMENT
END REMOVE
Conc SIDEWALK
END REMOVE
Conc CURB
END REMOVE
"CHE" 31+23.07
AC PAVEMENT
END REMOVE
Conc SIDEWALK
END REMOVE
Conc CURB
END REMOVE
"CH4" 89+84.73
Conc SIDEWALK
REMOVE 17 SQYD
1 11/08/21
1 AB
SPARKS
JEFFREY
C83506
03/31/23
CIVIL
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
11/09/21
170
5 10
AS PH
1 2
90 Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
10:21:51 AM
1/7/2022
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
03-09-18
USERNAME => p002029C
DGN FILE => 0600000001ga105a.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
MATTHEW BRASH
SPARKS
JEFFREY
C83506
03/31/19
CIVIL
REGISTERED CIVIL ENGINEER
1464
S CHESTER Ave"CHE" LINE
CONSTRUCTION DETAILS
"C
H
4 " L
IN
E
SCALE 1"=5'
CHESTER Ave AND SR58 EB ONRAMP)
(NORTHEAST CORNER CURB RAMP OF
NOTES:
STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLINE.
THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE
STANDARD SPECIFICATIONS.
DETAILS IN THE STANDARD PLAN AND THE REQURIEMENTS IN THE
DETECTABLE WARNING SURFACES SHALL CONFORM TO THE
THAT EXTENDS THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMP,
CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
3. 2.
1. C-105a
169a
SAWCUT
LIP
FL
(0.5%)
‚
ƒ
DOMES
TRUNCATED
4 .50
'
1 0.0 0'
7.73 '
R=5'
5.0 0'
(392.67) SC
2' Lt "CH4" +68.05
392.90 LIP
392.98 FL
392.98 TC
8.59' Lt "CH4" +74.42
392.89 LIP
392.97 FL
392.97 TC
7.37' Lt "CH4" +75.90
392.88 LIP
392.96 FL
393.46 TC
6.87' Lt "CH4" +77.37
(392.81) SC
2' Lt "CH4" +84.30
392.91 LIP
393.00 FL
393.00 TC
10.27' Lt "CH4" +71.27
392.92 LIP
393.02 FL
393.02 TC
45.47' Lt "CHE" +33.07
(393.29) SC
41' Lt "CHE" +23.04
(393.72 BOW)
393.72 TC
50' Lt "CHE" +23.10
393.04 BOW
393.54 TC
49.98' Lt "CHE" +20.38
R=10.32'
(392.80 LIP)
(392.76 FL)
(393.03 TC)
6.9' Lt "CH4" +84.73
392.83 LIP
392.97 FL
393.47 TC
6.8' Lt "CH4" +77.87
393.63 TC
50.5' Lt "CHE" +28.03
03/31/23
ALEX BRIZUELA
7 .02
'
MATCH EXIST
(393.19 LIP)
(393.22 FL)
(393.72 TC)
45.54' Lt "CHE" +23.07
MATCH EXIST
(393.29) SC
42.36' Lt "CHE" +23.04
7.0%
0 .5
%
1.4%
0.5%
170
6 10
ASPH
CONC
CONC
ASPH
ASPH
A
SP
H
ASPH
A
S
P
H
ASPH
ASPH
A
S
P
H
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
A
S
P
H
A
SP
H
A
SP
H
A
SP
H A
SP
H
A
SP
H
A
SP
H
A
SP
H
ASPH
ASPH
A
SP
H
A
SP
H
A
S
P
H
AS
AS
FLOWLINE
F
L
O
W
L
I
N
E
F
L
O
W
L
I
N
E
FLOWLINE
ASPH
ASPH
CONC
CONC
A
SP
H
ASPH
ASP
H
A
SP
H
AS PH
ASPH
CONC
CONC
ASPH
CONC
CONC
ASPH
ASPH
ASPH
ASPH
ASPH
A
SP
H
AS PH
AS
F
L
O
W
L
I
N
E
FLOWLINE
FLOWLINE
FLOWLINE
FLOWLINE
FLOWLINE
80 85 90 95
Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
4:24:21 PM
11/9/2021
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
03-09-18
USERNAME => p002029C
DGN FILE => 0600000001aa-ma016_R1-Stage3.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
SCOTT NEFFSCOTT NEFF
SPARKS
JEFFREY
C83506
03/31/19
CIVIL
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
CAROLINE YABIKU
PI 32
+48
.1 8
1 8 5 189
+
49 .78
P
O
T
S
t
a
.
300
+
00 .00
300 P
C
S
t
a
.
3 0
2 +
14 .18
P
T
S
t
a
. 3
0 2
+
42 .7
2 P
C
S
t
a
. 3
0 4
+
68 .5
5 P
T
S
t
a
.
304
+
9 7
.95
305 310
200
205
185
SCALE 1"=300'
APPROVED FOR STAGE CONSTRUCTION WORK ONLY
10 '
1 STAGE CONSTRUCTION PLAN
TRAFFIC HANDLING NOTES IN THIS SHEET:
CAL TRA NS R/W
CALTRANS R/W
C
H
E
S
TE
R
AV
E
V
E
R
NA
L
P
L
E
Y
E
S
T
B RU N D A GE LN
HAY
B
E
R
T
C
T
S
C
H
E
S
TE
R
AV
E
S
H
S
T
H
S
T
1 A
CONSTRUCTION NOTES IN THIS SHEET:
(STAGE 3)
CHESTER AVE
A MAINTAIN TWO LA NES OF EXISTIN G TRAF FIC O N
A1
RICHLA N D ST
LO USTALOT LN
BR
INK
D
R
SC-16
CALTRANS R/W
2 B RU N D A GE LN
"SR5 8" LINE
P
M
A
R
-
NO 85-RS BW
PMAR-FFO 85-
R
S
B
W
"B RU" LINE
A
C
O
TT
ON
W
OOD
R
D
CALTRANS R/W
PA DRE ST
"SR5 8" LINE
CO NSTRUCT BRU NDA GE LA NE MEDIA N IMPRO VEMENTS
CO NSTRUCT CHEST ER A VE O UTSIDE IMPRO VEMENTS A N D MEDIA N IMPRO VEMENTS 2 1 A
366
1 1 AB
03/31/23
11/08/21
1 4
3 2
2 3
4 2
2 2
1 170
7 10
A
SP
H
ASPH
A
S
P
H
A
S
P
H
A
SP
H
A
SP
H
C
O
N
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
ASPH
ASPH
A
S
P
H
AS PH
90 6
7 8
9 1
2 3
253035 67891234678
25 4
6 90
1 3
2 Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
4:30:27 PM
11/9/2021
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
03-09-18
USERNAME => p002029C
DGN FILE => 0600000001ma038_R1.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
SCOTT NEFFSCOTT NEFF
SPARKS
JEFFREY
C83506
03/31/19
CIVIL
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
CAROLINE YABIKU
"SR58" LINE
S CHESTER Ave
L
OU
S
T
A
L
O
T
L
n
RICHLAND St
"CHE" LINE
BRINK
Dr
BRUNDAGE Ln
C
A
LT
R
AN
S
R
/
W
EB ROUTE 58
W
B
R
OU
TE
58 "L
OU
" L
IN
E
"C
H
4 " L
IN
E
SCALE 1"=50'
(STAGE 3)
TRAFFIC HANDLING PLAN
TH-38
E
N-1<CA>
R6-1<CA> (Rt)
E R5-1
E
E R4-7
E R1-1
E R81 <CA>
E R26 <CA>
ER3-7
E R31<CA>
E R1-1
E <CA>
R81
E
(40)
R2-1
E D3-1
Freeway58
LEFT
West
LANE
E sta
E
E
R6-1LE E
E R2-1 (40)
E
Freeway58
LEFT
West
LANE
E sta
R3-7
G21-1<CA>
E
M6-1
G28-2<CA>
M3-4
M4-5
R2-1 (40)E
E
K-2<CA>
R
D3-1E
R3-1E
58 EAST
G78<CA> Mod
R3-1E
E
M6-2aL
G28-2<CA>
M6-3
M6-3
G28-2(CA)(58)
M3-4
G33-1<CA>
I-7
E
E
E
E
M6-2aL
M3-2
G28-2<CA>(58)
G92<CA>E
58 WEST
E G78<CA> Mod
TERRACE WAY
38-2
250'
250'
38-5
38-1
C24<CA>
W20-1
C24<CA)
(12')
(12')
(12')
R6-1L
D3-1
E
NOTE:
(12')
CONSTRUCTION NOTE:
(15 EA)
@ 15' SPACING
(SURFACE MOUNTED)
CHANNELIZER
SEE NOTE 2
250'
38-3
38-4 C24<CA>
250'
W1-4 (Rt)
C24<CA> 38-6
C24<CA> 38-7
(12')
(14 EA)
@ 10' SPACING
(SURFACE MOUNTED)
CHANNELIZER
R
/
W
C
A
LT
R
AN
S
8 3.
2. 1.
R6-1L
R
R
RAMP IMPROVEMENTS.
SIGNAGE FOR ANY CLOSED CROSSWALKS DURING CONSTRUCTION OF
CONTRACTOR TO PROVIDE TEMPORARY PEDESTRIAN DETOURS WITH DURING CONSTRUCTION.
ALONG CHESTER AVENUE AT LOUSTALOT LANE OR RICHLAND STREET
CONTRACTOR TO MAINTAIN ONE E-W CROSSWALK ACCESS
FOR LEGENDS AND GENERAL NOTES SEE TH-1.
E
R6-1R
D3-1
G21-1<CA>
R6-1L
M6-2aR
M3-2
G28-2<CA>(58)
G92<CA>
R3-18
1 2
3 3 3
R6-1L
R3-1
SR56<CA>
ARROW
TYPE IV(R)
REMOVE
END REMOVE Det 38B
"CHE" 32+81.71
Det 38B
Beg REMOVE
"CHE" 32+02.37
"CHE" LINE
NO SCALE
SAW CUT
ZONE
WORK
11' 16'
CHANNELIZER
CL
SECTION A-A
7'
MEDIAN
7' 2'
A
A
ARROW (2 EA)
TYPE I
ARROW (2 EA)
TYPE VII
(11')
(11')
C24<CA> 38-8
CONSTRUCTION.
MAINTAIN ADA ACCESSIBLE PEDESTRIAN ACCESS DURING
IMPROVEMENTS ARE COMPLETE. SHIFT TRAFFIC SOUTH.
CONSTRUCT NORTH RAMP IMPROVEMENTS ONCE SOUTH RAMP
KEEP EXISTING PAVEMENT MARKERS.
CONSTRUCT SOUTH RAMP IMPROVEMENTS FIRST ON LOUSTALOT Ln, (7 EA)
@ 10' SPACING
(SURFACE MOUNTED)
CHANNELIZER
(15 EA)
@ 10' SPACING
MOUNTED)
(SURFACE
CHANNELIZER
38A
END TAPER
END Det 38A
END REMOVE Det 38A
"SR58" 88+64.73
38A
Beg REMOVE Det 38A
END REMOVE Det 8
"SR58" 88+28.67
+2 8
Beg TAPER (17:1)
Beg Det 8
Beg REMOVE Det 8
"SR58" 87+75.50
16'
Beg TAPER (24:1)
Beg Det 38A
Beg REMOVE Det 38A
"LOU" 24+96.64
END TAPER
END Det 38A
END REMOVE Det 38A
"LOU" 26+41.88
404
(7 EA)
@ 10' SPACING
(SURFACE MOUNTED)
CHANNELIZER
1 11/05/21
1 AB
03/31/23
1 170
8 10
A
SP
H
C
ON
C
ASPH
ASPH
8 9
35 1234
Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
ELECTRICAL
REGISTERED ELECTRICAL ENGINEER
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
5:45:11 PM
11/10/2021
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
03-09-18
USERNAME => p002029C
DGN FILE => 0600000001ua058_R1.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
DALE WILSON
MARIAM HABBOUSH
WILSON
DALE J.
13750
06/30/19
1464
10/10/18
10/10/18
CHESTER AVE
AT
SR-58 RAMPS
CHESTER AVE
SEE SHEET E-59
PROJECT NOTES:
SEE SHEET E-59
CONDUIT NOTES:
ST EA DY DEMAN D SEQUENCE
PHASE DIAGRAM
O6P
O2
O2P
NOTES:
OFFICE.
RIGHT OF WAY ENGINEERING AT THE DISTRICT
FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.
OLD O4P
O4
O6P
OLD
OLC
2I2U
6J4U
1I9U
G
AB
CR
O
SS
W
A
L
K
140
' T
O
4 I8
U
4 I8
U
4 I6
U
CROSS WALK
230' TO
AB
L
OU
S
T
A
L
O
T
L
N
H
I
J
K
2"C, 1 DLC
AB
OLD
OLD
OLC
O2
O2
O2
O4
O4 O4OLC
O6P
O4P
O6P
O4P
O2P
O2P
AB
RL
RL2"C, 1 DLC
8 99
AB
10 9
11 12
13 2"C, 3 DLC
2"C, 1 DLC
5 5
R
/
W
W
B
R
O
U
TE
58 E
B
R
OU
TE
58 MATCH LINE (SHEET E-57)
AB
RS
R
/
W
RS
F
MATCH LINE (SHEET E-57)
S
R
-
58 E
B
ON
R
A
M
P
AB
AB
CROSS WALK
230' TO
6 6
PV
2. OTHERWISE NOTED.
ALL PULL BOXES MUST BE No. 5(TR)(E) UNLESS
O2
O4
RC
CB
4I7L
{
4 I8
L
2I4U
2I4L
2I3L
2I3U
{
4 I7
U
5 5
E-58
MODIFYING EXISTING ELECTRICAL SYSTEM
SCALE: 1" = 20'LOCATION 3 (SHEET 2 OF 3)
SIGNAL AND LIGHTING SYSTEM
RS
701
TO GRADE
RESET EXISTING PULL BOX
1 SPARKS
JEFFREY
C83506
03/31/23
CIVIL
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROF SIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
11/09/21
SE
11/08/21
1 AB
170
9 10
M
I
S
C
.
M
I
S
C
.
M
I
S
C
.
M
I
S
C
.
M
I
S
C
.
P
OO
L
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
S
T
A
I
R
S
M
I
S
C
.
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
P
O
S
T
A
SP
H
A
SP
H
A
SP
H
A
S
P
H
A
S
P
H
A
SP
H
A
SP
H
A
S
P
H
A
SP
H
A
SP
H
A
S
P
H
A
S
P
H
A
SP
H
A
SP
H
A
S
P
H
A
SP
H
ASPH
A
S
P
H
A
S
P
H
A
SP
H
A
SP
H
A
SP
H
C
O
N
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
C
ON
C
FP
FP
FP
FP
C
ON
C
C
ON
C
C
ON
C
C
ON
C
M
I
S
C
.
M
I
S
C
.
M
I
S
C
.
ASPHASPH
ASPH
ASPH
ASPH
A
S
P
H
AS PH
D
E
N
S
E
BR
U
S
H
P
P
P
PP
P
P
P
PP
P P
P
P
P
GNV
PPP
P
P
P
P
P
P
P
P
P
P
P
P
P
GNV
GNV
GNV
GNV
GNV
GN
V
GNV
GNV
GNV
GNV
GNV
GNVGNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
G
N
V
GNV
GNV
GNV
GNV
GNV
GNV GNV
GNV
GNV
GN
V
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNV
GNVGNV GNV GNV
GNV
85 90
6 7
8 9
1 2
3 4
253035 67891234678
25 3
4 6
90 1
3 2
4 Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
3:33:30 PM
3/13/2019
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
03-09-18
USERNAME => P004789A
DGN FILE => 0600000001ea014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
MARIA WILSON
MATTHEW BRASH
BRASH
MATTHEW
C78433
09/30/19
CIVIL
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
SCALE: 1" = 50'
L-14
LAYOUT
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
"SR58" LINE
S CHESTER Ave
LOUSTALOT LN
RICHLAND ST
"CHE" LINE
HAYBERT CT
BR
INK
DR
BRUNDAGE LN
CALTRANS R/W
C
A
LT
R
AN
S
R
/
W
C
A
LT
R
AN
S
R
/
W
C
A
LT
R
AN
S
R
/
W
EB ROUTE 58
WB ROUTE 58
"LOU" LINE
"C
H
4 " L
IN
E
ROAD PLANS
SEE LOCAL
ROAD PLANS
SEE LOCAL
"CHE" 30+04.57 POT
"SR58" 89+28.00 POT =
(TYPE C)
CURB RAMP
"CHE" 38+09.76
"CHE" 31+52.10 POT
"LOU" 26+97.66 POT =
"CHE" 31+48.58 POT
"CH4" 89+26.85 POT =
"CHE" 24+89.92
Beg CURB (TYPE A2-6)
"LOU" 26+33.06
2.14' Lt
END CURB (TYPE A2-6)
"LOU" 26+51.91
18.82' Lt
Beg CURB (TYPE A2-6)
"CHE" 28+63.12
71.23' Rt
END CURB (TYPE A2-6)
"CHE" 28+78.11
47.68' Rt
END CURB (TYPE A2-6)
"CHE" 28+85.05
45.81' Lt
Beg CURB (TYPE A2-6)
"CHE" 28+70.32
68.66' Lt
13 13
13 13
ROAD PLANS
SEE LOCAL
ROAD PLANS
SEE LOCAL
16 16
16 16
16 (TYPE C)
CURB RAMP
(TYPE C)
CURB RAMP
(TYPE C)
CURB RAMP
F
F
C
C
27 TCEEND SIDEWALK
END CURB (TYPE A2-6)
41.38' Rt "CHE" 32+48.47
Beg SIDEWALK
Beg CURB (TYPE A2-6)
"LOU" 26+13.07
32.28' Rt
Beg SIDEWALK
Beg CURB (TYPE A2-6)
41.69' Lt "CHE" 32+20.00
END SIDEWALK
END CURB (TYPE A2-6)
39.98' Lt "CHE" 32+71.27
ADDENDUM NO. 3
10 10
170