CITY OF BAKERSFIELD
Thomas Roads Improvement Program
SHEET 1 OF 8
CONTRACT NO. P.O. NO.
PROJECT:
FEDERAL NO. (S)
CONTRACTOR: 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: 6/17/2025 CHANGE REQUESTED BY: Arturo Infante, Construction Manager DATE: 6/17/2025 ACCOUNT NO (S) 122-4021-825.80-41 TRCC21
127-4021-825.80-41 TRCC21 INCREASE $12,755.11
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: NO ADJUSTMENT 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 85
NCIIPL-5109(251)
CHANGE ORDER NO.
Centennial Corridor MAINLINE
As authorized by the Engineer, and 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 follwing work:
Extra Work at Force Account:
Revise Drainage System No 1f, No 3, and No 5.
1) Drainage System No 5
a) Item (A50), "10" Welded Steel Pile Conduit" is reduced by 16.2 LF. This work is already included and paid for under Item (A173) "Bridge Deck Drainage System".
b) Furnish and install 12 LF of 14" Casing from DI (b) to 5' beyond approach slab. 2) Drainage System Nos 3 & 1F
Furnish, install 18.00 LF of 8" Welded Steel Pipe Conduit from DI (k) to 5' beyond approach slab.
Decrease in Contract Items at Contract Item Price:
Item No. A50, 10" Welded Steel Pipe Conduit: -16.20 LF (-58%) @$180.00/LF = (-$2,916.00) (-58.0%) Total Decrease in Contract Items = $-2,916.00
Increase in Contract Items at Contract Item Price:
Item No. A4,: 8" Welded Steel Pipe Conduit: 18.0 LF (30.50%) @ $150.00/LF = $2,700.00 (+30.5%) Item No. A141, Welded Steel Pipe Casing: 12.0 LF (1.81%) @$185.00/LF = $2,220.00 (1.81%) In accordance with Section 9-1.06B " Increases of More Than 25 Percent" of Standard Specifications, the adjustment to Items(A49) "8" Welded Steel Pipe Conduit" and (A141) " Welded Steel Pipe Casing" is Zero.
In accordance with Section 9-06C "Decreases of More Than 25 Percent" of Standard Specifications, the adjustment to Item (A50) 10" Welded Steel Pipe Conduit" is Zero. Total Increase in Contract Items = $4,920.00
All work shall be done in accordance with the Special Provisions, Standard Plans and Standard Specifications and as directed by the Engineer.
Extra Work at Agreed Lump Sum
For having to install additional welded steel pipe casing for the Stockdale Bridge, as a result of RFI No. 178, the Contractor shall receive and accept the agreed lump sum of $10,751.11. This sum constitutes full payment for the work and no additional compensation will be made.
Extra Work at Agreed Lump Sum = $10,751.11
Time Adjustment:
No Adjustment
CCO No. 85
Contract 19-069
Sheet 2 of
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.
UNILATERAL
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ANK
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A
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TE
GA
TE
GA
TE
P
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GA
TE
P
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FP
P
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A
SP
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A
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3 7 0
3 8 0
3 9 0
495 500
5 0 5
2 3
4 6 7 8 9 1 2 3 4
6 20
6 7
8 9
1 2
3 15
2 0
4 6
7 8
9 1
2 3
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 =>
3:55:12 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 => 0600000001ia005.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
6/30/20
CIVIL
PATSCHULL
BRIAN D.
69431
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
M
A
T
C
H
L
IN
E
(D
-
3 )
M
A
T
C
H
L
IN
E
(D
-
6 )
C
O
MM
E
RC
E
D
r
CARR
IER CANA
L
"C
A
R
" L
IN
E
"C
O
M
" L
IN
E
"SR58" LINE
EASTO N Dr
APPROVED FOR DRAINAGE WORK ONLY
DRAINAGE PLAN
SCALE: 1" = 50'
D-5
3 1F
5 6 7
10 9
Exist 18" RCP
G2 DIi
h 24" RCP
j 24" RCP
k
a
b24" RCP
b
c10" WSP
e
d
SEE DD-7
GD-1 DI
24" RCP
g
fG2 DI
24" RCP
a
b 24" RCP
h G2 DI
f
24" RCPi
g
h
Exist Dbl 18" RCP
b
a
24" RCP
a
b
a
24" RCP
p
m24" RCP
G2 DI
n
b24" RCP
a
G2 DIRISER
18" RCP
RCP
Exist 42"
NOTE:
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.
BRIAN PATSCHULL
NELLY LO
RW 491
RW 500
RW 501
SEE DD-11
MB13
RETENTION BASIN
ROAD PLANS
SEE LOCAL
8B
a
SEE BRIDGE PLANS
10" WSP
PIP
Exist CATCH BASIN
SEE DD-7
GD-1 DI
f 24" RCP
jG2 DI
k
lG2 DI
24" RCP
5A
o24" RCP
SEE DD-2
Conc COLLAR
8C
b
c
SEE DD-2
Conc COLLAR
18" RCP RISER
SEE DD-2
Conc COLLAR c
b
a
RISER
18" RCP
5 5
5 SEE BRIDGE PLANS
G2 (Mod) DI
G2 DI
G2 DI
G2 DI
G2 DI G2 DI
G2 DI
G2 DI
G2 DI
C
E
N
TE
NN
IA
L
C
O
RR
IDO
R
R
/
W
COR RID OR R/W
CENT EN NIAL
COR RID OR R/W
CENT EN NIAL
WB CENTEN NIAL COR RID OR
EB CENT EN NIAL COR RID OR
BASIN
RETENTION
Exist
RCP
Exist 42"
RCP
Exist 24"
RCP
Exist 24"
PIP
Exist OUTLET Str
PIP
Exist OUTLET Str
PIP
Exist OUTLET Str
Exist 36" RCP
Exist Jct BOX
Exist Jct BOX
Exist 36" RCP
Exist Jct BOX
8A
RCP
Exist 24"
PIP
Exist DI
RCP
Exist 18"
RCP
Exist 18"
PIP
Exist DI
Exist 18" RCP
PIP
Exist DI
248
ADDENDUM NO. 3
RFI 163 (9/29/21)
8" WSP
SEE BRIDGE
PLANS
3 8
85 Ker06
Exc
Emb
STATION
CY
TOTAL
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 =>
11:14:03 AM
11/16/2018
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 => p004737C
DGN FILE => 0600000001ib002.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
6/30/20
CIVIL
PATSCHULL
BRIAN D.
69431
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
OG
FG
S= 0.5 0%
24" X 190.2' RCP
TG 430.41
G2 DI, H=13.7'
GRATE TYPE 24-12
0.50' Rt "SR58" 486+56.87
a
b
FL Elev 416.75
"SR58" 486+58.35 BC
0.50' Lt
1E d
Exist 24" RCP
FL Elev
(388.70)
FL Elev
(388.50)
FG
OG
S= (1 2.0 0%)
S= (0.5 0%)
(S=22.19%)
Exist 24" RCP
Exist 24" RCP
FL Elev (416.74)
REMOVE Exist BULKHEAD
JOIN Exist 24" RCP
24" RCP
Exist
(383.21)
FL Elev
(383.05)
FL Elev
S= 0.5 0%S= 0.5 0%S= 0.5 0%S= 0.5 0%
24" X 147.1' RCP 24" X 197.1' RCP
419.59
FL Elev
419.47
FL Elev
24" X 22.1' RCP
TG 430.08
G2 DI, H=12.4'
GRATE TYPE 24-12
0.50' Rt "SR58" 488+50.00
TG 429.48
G2 DI, H=10.8'
GRATE TYPE 24-12
0.50' Rt "SR58" 490+50.00c
d f
j
k
ig
h
e
OG
FG
f 3
S= 0.5 0%
TG 429.03
G2 DI, H=9.6'
GRATE TYPE 24-12
"SR58" 492+00.00
0.50' Rt
TG 428.96
G2 DI, H=9.4'
GRATE TYPE 24-12
"SR58" 492+25.00
0.50' Rt
RCP
24" X 79.3'
FL Elev 419.45
0.50' Lt "SR58" 491+98.53 EC
419.58
FL Elev
FL Elev 417.72
"SR58" 488+51.47 BC
0.50' Lt
FL Elev 417.70
"SR58" 488+48.53 EC
0.50' Lt
FL Elev 418.70
"SR58" 490+48.53 EC
0.50' Lt
FL Elev 418.72
"SR58" 490+51.47 BC
0.50' Lt
TG 423.90
SEE DD-7
GD-1 DI, H=3.9'
GRATE TYPE 24-12(2)
"SR58" 492+25.00
83.75' Rt
419.99
FL Elev
OG
FG
a
b
d
TG 426.98
G2 DI, H=6.90'
GRATE TYPE 24-12
"SR58" 486+56.87
69.00' Rt
c
S=5.11%
18" X 44.2' RCP
S=5.11%
18" X 66.8' RCP
1F a
1F b
416.74
FL Elev
422.51
FL Elev
420.26
FL Elev
420.14
FL Elev
TG 426.96
G2 DI, H=4.5'
24-12
GRATE TYPE
"SR58" 486+08.55
69.00' Rt
(387.86)
FL Elev
(387.86)
FL Elev
(383.10)
FL Elev
24" X 51.0' RCP
(388.18)
FL Elev
18" RCP
Exist
CATCH BASIN
Exist
CATCH BASIN
Exist
(S= 0.3 9%)
FL Elev (387.24)
SEE DD-2
Conc COLLAR
35.95' Lt "COM" 22+91.24
b
d
e
REMOVE OUTLET Str
Exist 24" RCP
a
c
FG
OG
381.25
FL Elev
S= 1 1.8 3%
REMOVE 24" X 80.0' RCP
SEE DD-8
OUTLET Str
"COM" 22+50.18
65.50' Lt
FL Elev 381.00
SEE DD-11
BASIN MB13
DP-2
DRAINAGE PROFILE
Vert 1" = 10'
Horiz 1" = 20'SCALE:
430
420
410
400
390
1FDRAINAGE SYSTEM No.
400
410
420
430
390
380 380
430
420
410
400
390
440
DRAINAGE SYSTEM No. 1F
430
420
410
400
390
440
430
BRIAN PATSCHULL
NELLY LO
DRAINAGE SYSTEM No. 1E
410
420
440 400
390
380
370
NOTES:
2. 1.
CONSTRUCTION.
FACILITIES SHOULD BE VERIFIED BEFORE
LOCATION AND ELEVATION OF EXISTING
LOCATIONS.
FOR TOP OF GRADE STATION AND OFFSET
SEE DD-1 OR REFERENCED DETAIL SHEET
MATCH LINE DRAINAGE SYSTEM 1F
SEE ABOVE RIGHT
SEE BELOW LEFT
MATCH LINE DRAINAGE SYSTEM 1F
440
430
420
410
400
390
380
370
DRAINAGE SYSTEM No. 2
3. AND METHOD OF BACKFILL SELECTION.
COVER OVER PIPE FOR CLASS OF RCP
SEE DRAINAGE QUANTITIES FOR MAXIMUM
267
8" WSP
S=1.00%
SEE BRIDGE PLANS
RFI 163 (9/29/21)
4 8
85 = 33,390 kips
f' = 3,500 psi @ time of stressing
GIRDER LAYOUT (EB BRIDGE)
NO SCALE
Clr Clr
3"3"
ˆ" = 1'-0"
LONGITUDINAL SECTION (EB BRIDGE)
BENT 2 Brg Abut 3
CLOSURE POUR
EDGE OF
0.15 0.0002
270 KSI Low Relaxation Strand:270 KSI Low Relaxation Strand:
jack
Anchor Set
Total Number of Girders
270 KSI Low Relaxation Strand:
= … in
Friction curvature coefficient, =m
Friction wobble coefficient, K =
(1/rad)
(1/ft)
(ksi) Assumed long term losses = 20
Abutment 1 only.
based on initial stress at
c
ci
Concrete: f' = 6,000 psi @ 28 days
18 1818
24 24
24 24
18 F
G
12 1 6
'-
0 "
T
y p
G
IR
D
E
R
F
L
A
R
E
20'-0"
Typ
20'-0"
Typ
12 12
12 16'-0"
Typ
G
IR
D
E
R
F
L
A
R
E
BENT 2
L2 (MEASURED ALONG EACH GIRDER) L1 (MEASURED ALONG EACH GIRDER)
0.4 L1
0.1 L10.1 L2
0.4 L2
4'-10"
Brg Abut 3
8'-2"
INFLECTION POINT, Typ
4'-10"
40 @ 680 @ 630 @ 4
20'-0" SOFFIT FLARE
3" Clr
SOFFIT FLARE
3" Clr
30 @ 480 @ 640 @ 6
1'-6"
1'-6"
GIRDER LAYOUT NO. 2
AG P (GIRDERS thru (7 GIRDERS)
= 5,300 kips jack
H P (GIRDER )
= 8
20 H
20 S
2 8
°
3 1
'0 6
"E
S
2 8
°
5 0
'0 9
"E
S
2 9
°
0 8
'3 3
"E
S
2 9
°
2 6
'2 3
"E
S
2 9
°
4 3
'3
8 "E
12 12
PCCG
IR
D
E
R
F
L
A
R
E
GIRDER FLARE PCC
4 5
6 7
8 9
10 11
12 7 EQUAL SPACES
7'-0† "
20'-0"
7'-0† "
A-G
40 @ 680 @ 6
#6 OR
#6 OR
H
80 @ 640 @ 6
AH
8„ "
7"
24 B7-10
U-3
B7-10
U-7
EC
B7-10
U-3
@ 6 Tot 40
2#6 BUNDLED
@ 6 Tot 40
2#6 BUNDLED
X
Deck Drain Type D-1
497+50
NOTE 6
SEE
2%
7 EQUAL SPACES
493+00
1 %
NOTES:
One end stressing must be performed from
Contractor must submit elongation calculations
LEGEND:
Indicates girder stem width in inchesXX
Indicates girder designation
B
0 -
5 5
-
1 1
Brg Abut 1
"SR58" LINE
B7-6
B7-1
V-1 Typ
SOFFIT VENT,
Brg Abut 1
A
B
C
D
E
Typ
GIRDER,
B
7 -
1 S
-
3 EDGE OF DECK B7-1
S-3
B
7 -
1 S
-
3 B7-1
S-3
X = 0.842 times jacking stress.
B
0 -
5 5
-
1 1
7-7
D
E
C
K
D
R
A
IN
, T
y p
B7-1
±6"
±6"
B7-1
S
3 0
°
0 0
'2
1 "E
EQUAL, Typ
PRESTRESSING NOTES (EB BRIDGE)
"LOCAL ELECTRICAL PLANS" and
Indicates Soffit Luminaire, see
POINTS SHOWN
PATH IS A PARABOLIC CURVE BETWEEN
CENTER OF GRAVITY OF CABLE
1'-0"
1'-0"
B7-1
F-1
@ 12 Max
@ 12 Max
@ 12 Max
@ 12 Max
B8-5
RSP
B14-5
EXTERIOR GIRDER
FACE OF
NOTE 4O
P
E
N
IN G
,
T
y p
S
E E
S
O
F F
IT
A
C C
E
S S
girders must not exceed the ratio of 10 to 9
The final force ratio (larger divided by smaller) between Reinf, Typ
TRANSVERSE DECK
7. Connect to Drainage System No. 3, see "ROADWAY PLANS".
6. For 6" deck drain pipe outlet, see "SLOPE PAVING-FULL SLOPE" sheet.
5. For utility opening information, see "UTILITY TABLE" on "GENERAL PLAN NO. 2" sheet. diaphragm.
4. Place soffit access opening centered in bay and 5'-0" Min clear from face of end
3. For curve data , see "GIRDER LAYOUT NO. 3" sheet.
2. Girder is parallel to "SR58" Line. Girder is parallel to edge of deck.
1. For "CAMBER DIAGRAM" see "GIRDER LAYOUT NO. 3" sheet.
SEE NOTE 7
DRAIN PIPE,
8" DECK
12 4thru
movement for prestressing
Indicates theoretical point of no
Indicates direction of flow
A. Segura
920
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 09:3620-NOV-2018USERNAME => P001163B
PROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
50-0527-l-g_lo02.dgnFILE =>
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
04/21/1605/12/17
SHEETOF
DISTCOUNTYROUTESHEETTOTAL
PLANSAPPROVALDATE
REGISTERED CIVIL ENGINEER
No TOTAL PROJECTSHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0123
POST MILES
DATE
X
UNIT:
PROJECT NUMBER & PHASE:
DESIGN
DETAILS
QUANTITIES
BYCHECKED
CHECKED
CHECKED BY
BY
No.
Exp.
CIVIL
REG ISTERED
P
R
O
F
E
S
S
I
O
N
A
L
ENGINEER
STAT
E
O
F
C
A
L
I
F
O
R
N
IA
REVISION DATES
CONTRACT NO.:06-484604
completeness of scanned copies of this plan sheet.
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
COMMERCE DRIVE VIADUCT 50-0527
R50.70
A. Priley
06KER
A. PRILEY
73375
12/31/18
PARSONSIRVINE, CA 926122201 DUPONT DRIVE, SUITE 200
43 CITY OF BAKERSFIELDBAKERSFIELD, CA 933011600 TRUXTUN AVENUE 1477
06000004841
M. KarlenT. Gugino
L. Laing
L. Laing
11/03/17
Casey Weber Imad Abu-Markhieh
2/7/18
02/07/18
2/7/18
99 58
22.7/23.8
R50.5/R55.51464
10/10/18
1F
RFI 163 (9/29/21)
58 85
Ker06
Exc
Emb
STATION
CY
TOTAL
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 =>
11:14:23 AM
11/16/2018
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 => p004737C
DGN FILE => 0600000001ib004.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
6/30/20
CIVIL
PATSCHULL
BRIAN D.
69431
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
OG
FG FG
S= 0.5 0%
24" X 214.1' RCP 24" X 206.6' RCP
d
e
f
g
6b
421.35
FL Elev
421.36
FL Elev
b
c
TG 427.08
SEE DD-7
GD-1 DI, H=5.7'
GRATE TYPE 24-12 (2)
"SR58" 497+75.00
1.00' Lt
TG 426.67
G2 DI, H=6.4'
GRATE TYPE 24-12
"SR58" 499+92.00
1.00' Lt
SLAB
APPROACH
BRIDGE
421.66
FL Elev
421.60
FL Elev
SEE BRIDGE PLANS
Br No. 50-0527
COMMERCE Dr VIADUCT
a
PLANS
SEE BRIDGE
S= 2.00%
10" X 16.2' WSP
S=2.00%
10" X 12.1' WSP
b4
FL Elev 376.27
42" RCP
S= 0.6 9%
420.28
FL Elev
420.26
FL Elev
SEE BRIDGE PLANS
TG 427.13
G2 (Mod) DI, H=5.5'
GRATE TYPE 24-12
"SR58" 497+60.00
1.00' Lt
7 b
S= 1.2 7%
S= 1.2 7%418.85
FL Elev
418.82
FL Elev
416.44
FL Elev
416.41
FL Elev
416.04
FL Elev
416.08
FL Elev 414.18
FL Elev
414.15
FL Elev 413.34
FL Elev
413.54
FL Elev
S=1.27%
24" X 23.1' RCPS=1.27%
24" X 22.1' RCP 413.83
FL Elev
413.87
FL Elev
24" X 146.6' RCP
S=1.27%
24" X 25.7' RCP
24" X 187.6' RCP
9 b
10 b5A b 8 k
8 l
TG 425.40
G2 DI, H=6.6'
GRATE TYPE 24-12
"SR58" 502+01.50
1.00' Lt
TG 423.37
G2 DI, H=7.0'
GRATE TYPE 24-12
"SR58" 503+92.07
1.00' Lt
TG 423.02
G2 DI, H=7.0'
GRATE TYPE 24-12
"SR58" 504+20.63
0.49' Rt
TG 420.60
G2 DI, H=6.5'
GRATE TYPE 24-12
"SR58" 505+70.00
8.06' Rt
TG 420.14
G2 DI, H=6.3'
GRATE TYPE 24-12
"SR58" 505+95.00
9.22' Rt
i
j
k
m
n
o
q
pl
h
DP-4
DRAINAGE PROFILE
Vert 1" = 10'
Horiz 1" = 20'SCALE:
450
440
430
420
410
460
430
420
410
400
390
380
NELLY LO
BRIAN PATSCHULL
NOTES:
2. 1.
CONSTRUCTION.
FACILITIES SHOULD BE VERIFIED BEFORE
LOCATION AND ELEVATION OF EXISTING
LOCATIONS.
FOR TOP OF GRADE STATION AND OFFSET
SEE DD-1 OR REFERENCED DETAIL SHEET
430
440
450
460
420
410
DRAINAGE SYSTEM No. 5
SEE BELOW LEFT
MATCH LINE DRAINAGE SYSTEM 5
MATCH LINE DRAINAGE SYSTEM 5
SEE ABOVE RIGHT 430
420
410
400
390
380
DRAINAGE SYSTEM No. 5
400
390
400
390
AND METHOD OF BACKFILL SELECTION.
COVER OVER PIPE FOR CLASS OF RCP
SEE DRAINAGE QUANTITIES FOR MAXIMUM3.
269
RFI 162 (9/29/21)
6 8
85 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 =>
1:57:14 PM
12/28/2018
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 => p004737C
DGN FILE => 0600000001id003.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
6/30/20
CIVIL
PATSCHULL
BRIAN D.
69431
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
REMOVAL/ABANDON
STEEL AND IRONMISCELLANEOUS
STRUCTURE) (MINOR ConcMINOR
CONSTRUCTION) (MISC ConcMINOR
INLET) (DRAINAGE ConcSTRUCTURAL
OSRCP
RCP CSP WSP
(N) CLASSIFICATION JOINTPIPE
FES
COVERS
ANDGRATES
FRAMES,
INLET PIPE Conc PRECAST24"
INLET PIPE Conc PRECAST36"
(N) MANHOLE OFHEIGHT
RSP (N) (N)
DESCRIPTION STATION
No. SHEET PLANDRAINAGE
No. SYSTEMDRAINAGE
UNITDRAINAGE
INLETREMOVE
CULVERTREMOVE
ConcREMOVE
PIPEABANON
BkfSAND
SECTION END FLAREDREMOVE
BkfConc
ConcMINOR
(N) COLLARConc
OSRCP14"X23"
RCP18"
RCP24"
RCP36"
RCP42"
RCP48"
RCP60"
THICK) (0.052" CSP12"
WSP8"
WSP10"
FES18"
FES24"
FES48"
(N)24-12
(N)36R
(N) COVERMANHOLE
B METHOD III,CLASS
8) (CLASS FABRICRSP
"V" OR"H"
COVERMAXIMUM
No. SHEET PLANDRAINAGE
No. SYSTEMDRAINAGE
UNITDRAINAGE
EA LF CY LF CY EA LB CY CY CY CY CY EA LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA LF LF FT CY SY LF LF D-5 3 e 634 2.1 2 4.6 DIGD-1 491+97.10 "SR58" Rt83.75' D-5 3 e f 24.0 R 2.6 RCP24" f
D-5 5 a 16.2 P 4.7 WSP10" D-5 5 a
b 326 3.0 1 5.5 DI (Mod)G2 497+60.00 "SR58" Lt1.00' b c 12.1 P 4.9 WSP10" c
d 634 2.5 2 5.7 DIGD-1 497+75.00 "SR58" Lt1.00' d
e 214.1 R 4.4 RCP24" e
f 326 3.4 1 6.4 DIG2 499+92.00 "SR58" Lt1.00' f
g 206.6 R 4.6 RCP24" g
TOTALSHEET 1920 11.0 444.7 28.3 6 TOTALSHEET
DQ-3
NO SCALE
DRAINAGE QUANTITIES
NELLY LO
BRIAN PATSCHULL
309
ADDENDUM NO. 2
RFI 162 (9/29/21)
12.1 7 8
85 DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 09:3920-NOV-2018USERNAME => P001163B
PROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
50-0527-s-sadt01.dgnFILE =>
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
BRIDGE NO.
04/21/1605/12/17
SHEETOF
DISTCOUNTYROUTESHEETTOTAL
PLANSAPPROVALDATE
REGISTERED CIVIL ENGINEER
No TOTAL PROJECTSHEETS
The State of California or its officers or agents
shall not be responsible for the accuracy or
POST MILES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0123
POST MILES
DATE
X
UNIT:
PROJECT NUMBER & PHASE:
DESIGN
DETAILS
QUANTITIES
BYCHECKED
CHECKED
CHECKED BY
BY
No.
Exp.
CIVIL
REG ISTERED
P
R
O
F
E
S
S
I
O
N
A
L
ENGINEER
STAT
E
O
F
C
A
L
I
F
O
R
N
IA
REVISION DATES
CONTRACT NO.:06-484604
completeness of scanned copies of this plan sheet.
DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)
COMMERCE DRIVE VIADUCT 50-0527
R50.70
A. Priley
06KER
A. PRILEY
73375
12/31/18
PARSONSIRVINE, CA 926122201 DUPONT DRIVE, SUITE 200
43 CITY OF BAKERSFIELDBAKERSFIELD, CA 933011600 TRUXTUN AVENUE 1477
06000004841
M. KarlenT. Gugino
L. Laing
L. Laing
11/03/17
Casey Weber Imad Abu-Markhieh
2/7/18
02/07/18
2/7/18
99 58
22.7/23.8
R50.5/R55.51464
10/10/18
SECTION D-D
ƒ" = 1'-0"
SECTION C-C
ƒ" = 1'-0"
SECTION E-E
ƒ" = 1'-0"
TREATMENT
ARCHITECTURAL
TREATMENT
ARCHITECTURAL
RETURN WALL
E
B
POLYSTYRENE
1" EXPANDED
D C
G
F
#4 Tot 14
E
B
POLYSTYRENE
1" EXPANDED
6"
1'-3"
TPB
6"
Clr
2"
2'-4"
C
#4 Tot 13
D
G
F
1'-8"
TREATMENT
ARCHITECTURAL
TREATMENT
ARCHITECTURAL
E
B
POLYSTYRENE
1" EXPANDED
A
D C
G
F
#4 Tot 14
MSE PANEL
H
POLYSTYRENE
2" EXPANDED
TREATMENT
ARCHITECTURAL
A
RETURN WALL LOL
RETURN WALL
PILASTER/
FILTER FABRICFILTER FABRIC
FILTER FABRIC
1'-8"10"
2'-6"
2'-0"
1'-3"6"
TPB
2"
Clr
9"
6"
2"
Clr
2'-4"
1'-8"10"
2'-6"
2'-0"
1'-3"6"
TPB
9"
6"
2"
Clr
2'-4"
6"
Min
1 1
1 1
1 1
SEE NOTE 1
(TYPE 736 Mod 1),
CONCRETE BARRIER 1'-5ƒ"
Reinf, Typ
APPROACH
STRUCTURE
DRAIN
GEOCOMPOSITE
Reinf, Typ
APPROACH
STRUCTURE
Reinf, Typ
APPROACH
STRUCTURE
Reinf, Typ
APPROACH
STRUCTURE
DRAIN
GEOCOMPOSITE
Reinf, Typ
APPROACH
STRUCTURE
RETURN WALL LOL
SEE NOTE 1
(TYPE 736 Mod 1),
CONCRETE BARRIER
Reinf, Typ
APPROACH
STRUCTURE
DRAIN
GEOCOMPOSITE
SEE NOTE 2
CAP END
SEE NOTE 1
(TYPE 736 Mod 1),
CONCRETE BARRIER
RW LOL
DRAINAGE INLET TYPE G-2 (Mod)
" = 1'-0"
NOTES:F
F
3'-0"
ON INLET
CENTERED
#4 X 6'-0"
3'-0"
TYPE G-2 (Mod)
DRAINAGE INLET
WITH CASING
10" WSP
#4 @ 12 Max
1'-3"
Typ
Const Jt, Typ
#5 @ 12 Max
D72B
RSP
D72B
RSP
2. 1.
information.
STANDARD PLAN RSP D72B for additional
"STRUCTURE APPROACH TYPE N(30S)" sheet and
slab and drainage inlet reinforcement, see
Reinforcement shown is in addition to approach
Not all reinforcement shown for clarity.
Reinf
HOOK AROUND INLET
#5 @ 12 Max
SECTION F-F
" = 1'-0"
WITH CASING
10" WSP
3'-0"
@ 12 Max
#5
(ADJUST SPACING @ PIPE)
#4 @ 12 Max
1'-3"
ON INLET
CENTERED
#4 X 7'-0"
Typ
Const Jt,
"ROADWAY PLANS
WITH CASING, SEE
10" WSP D72B
RSP
STRUCTURE APPROACH DETAILS
MSE WALL APPROACH
…" = 1'-0"
EDGE OF DECK
PILASTER
NOTES:
A
B
C
D
E
F
G
C
H
30 A. Segura
Brg Abut 1
BB
C
C
D
DE
E
PANEL (BELOW)
MSE FACING
(BELOW)
RETURN WALL
CONSTRUCTION
TO BE REMOVED AFTER
2" EXPANDED POLYSTYRENE
APPROACH
STRUCTURE
EDGE OF
APPROACH
STRUCTURE
END OF
SLAB
MSE BARRIER
3" Plastic pipe (slotted)
Approach concrete)
#5 @ 8 (Place prior to Structure
Approach concrete)
#5 @ 16 (Place prior to Structure
#5 @ 12
#5 @ 12 bundled with bars
#5 @ 12
#5 @ 12
or MSE panel
into barrier slab at front of return wall
1" Min Expanded Polystyrene recessed 2"
NOTES:
DRAINAGE DETAILS" sheet.
For outlet details, see "STRUCTURE APPROACH
Not all barrier reinforcement shown.
2. 1.
RETURN WALL LOL
4'-7"
6'-10†"
3'-4"
6‚"
6‚"
6‚"
OF BARRIER
INSIDE FACE
RW LOL
926
DS 5(a)
DS 5(c)
RFI 162 (9/29/21)
88 85