CCO 073 - Marella Water Line.pdf — Bakersfield City Council, January 22, 2025

CITY OF BAKERSFIELD
Thomas Roads Improvement Program
SHEET 1 OF 13
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: 1/6/2025 CHANGE REQUESTED BY: Arturo Infante, Construction Manager DATE: 1/6/2025 ACCOUNT NO (S) 122-4021-825.80-41 TRCC21
127-4021-825.80-41 TRCC21 INCREASE
335-4021-825.80-41 TRCC21 DECREASE
By reason of this order the time of City Council Approval Required YES X completion will be adjusted as follows: DEFERRED NO
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. $62,300.00

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 73
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 work shown on the revised plan sheets of this change order. 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 AGREED LUMP SUM PRICE:

For keeping the falsework for the Marella Bridge in place from June 27, 2022 until the casing for the water line was installed on August 8, 2022, the Contractor shall receive and accept the agreed lump sum of $47,300.00. This sum cositutes full and complete compensation of laborer, materials, equipments, and include all markups by the reason of this change. The total cost related to this work is calculated as follows: 43 workdays at $1,100.00 per workday, totaling $47,300.00.

EXTRA WORK AT FORCE ACCOUNT:

The contractor will be compensated for the materials and the installation of the grates and the manhole for the waterline. For this work, the Contractor will be compensated for the actual costs for the work to complete the installation of the grates and manhole. Contractor will submit invoices and extra work tickets in accordance with Section 9-1.04C of the Std Specs.

Extra Work at Force Account: $15,000.00
All other work related to the water opening on the bridge are included in the contracted work, as the water line will replacethe existing 2-4" BHN TV and Home Service indicated in the plans.

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.

UNILATERAL
Elev 392.28 Elev 390.59
BB 18+68.95 EB 21+20.20
-3.1 8%+3.1 8%
Abut 1 Abut 3
BENT 2
A
C
L
E
Direction of Traffic
F Decorative Railing
G
H Architectural Treatment
B
EE
A
D
CUT
TOP OF
CUT
TOE OF
CUT
TOE OF

"MAR" LINE
F
BB EB
CUT
TOE OF
2:1
2:1
2:1
2:1
HH
CUT
TOP OF
CUT
TOE OF
S71°00'19"E
FG
JJ Typ
FG
Approx OG
"MAR" LINE 19+95.28
L = 4107.61'
T = 2061.05'
À = 11°46'03"
R = 20,000.00'
"SR58" LINE
J
F
C F
A
180.00' VC
-0.30%
2 1
F C
H
K
G
D
"SR58
" LINE
J
C
D
S
1 1 SKEW, Typ
39°06'14"
Slope Paving
PLAN
1" = 20'

ELEVATION
1" = 20'
120.00' VC
R/C = 2.40% / Sta
1" = 10'

TYPICAL SECTION

PROFILE GRADE
NO SCALE Structure Approach, Type N(30S)
R/C = -3.53% / Sta
19 20 21
DATUM Elev = 340.00
Clr
Min Vert
10'-8"
Vert Clr
17'-1" Min
PATH
BIKE
2:1
2:1
D
Concrete Barrier (Type 742) Mod
L
L
-2%
PG
-2%
Approx OG
FG
Elev 389.14
EVC 22+18.00
Elev 391.23
BVC 20+98.00
Elev 392.54
EVC 20+57.00
Elev 392.54
BVC 18+77.00
Elev 391.04
EVC 18+30.00
LEGEND:
16'-0"16'-0"

Shld10'
Shld10'
Shld10
'
Shld10
'

126'-4"

124'-11"
251'-3" MEASURED ALONG "MAR" LINE

3 @ 12
= 36
'

13 '
13 '

3 @ 12
= 36
'

CURVE DATA
TO BAK

ERSFIEL
D
TO TE
HA
CHA
PI
LINE"MAR"

5'-0"
N
Q
R

"4
31'-6
K
M
PS
G
FG
-2%
Q
R

56'-6"

32'-0"

24'-6"
1'-2" LANE
12'-0"
LANE
12'-0"
2'-0"
CUT
TOP OF
SW 531
SW 525
SW 531

1'-6ƒ"
Var
G
GG
G
GG
K
M
MM
K

BIKE PATH
12 '-0"
MM
GG
G
S
GIRDER
Conc BOX
CIP/PS
SW
6'-4"
see "ROAD PLANS"
Concrete Barrier (Type 60GCL),
T
T
H
HH
1'-0"
1'-2"
525
SW
6'-4"
3'-0"
F
3'-0"
1'-0"
12'-3‚"
2'-6"Á PG&E 21kV Elec (By Others)
HH

TOP OF CUT
CUT
TOP OF
H
B
="SR58" LINE 524+64.81
1"Á Lighting Conduit
B
KEY NOTES:

Clearance at Bike Path
Point of Minimum Vertical
(TYPE CL-6), see "ROAD PLANS"
Chain link gate and fence
Vertical Clearance
Point of Minimum

QUANTITIES
2-4"Á AT&T Line (By Others)
4'-0" Shld 4'-0" Shld
"ROAD PLANS"
WAY OC BRIDGE No. 50-0529", see
Bridge Identification sign "MARELLA
"ROAD PLANS"
Concrete Barrier (Type 60MF),
Street Light, see "ROAD PLANS"
PATH
BIKE

BIKE PATH
N
N

CONCRETE PARAPET
CONCRETE BARRIER (TYPE 742 MODIFIED)
CONCRETE BARRIER (TYPE 732SW MODIFIED)

DECORATIVE RAILING

MISCELLANEOUS METAL (BRIDGE)

SLOPE PAVING (CONCRETE)

CLEAN AND PAINT BRIDGE RAILING

HEADED BAR REINFORCEMENT

BAR REINFORCING STEEL (BRIDGE)
JOINT SEAL (MR 2")

SANDBLAST TEXTURE

BRICK TEXTURE

DRY STACK FIELDSTONE TEXTURE

STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N)

STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER)

STRUCTURAL CONCRETE, BRIDGE

STRUCTURAL CONCRETE, BRIDGE FOOTING

PRESTRESSING CAST-IN-PLACE CONCRETE

STRUCTURE BACKFILL (BRIDGE)

STRUCTURE EXCAVATION (BRIDGE)
LF
LF
LF
LF
LB
CY
LS
EA
LB
LF
SQFT
SQFT
SQFT
CY
CY
CY
CY
LS
CY
CY
312
311
308
555
1,087
39 1
40 376,645
148
1,837
485
5,398
94 377
1,213
392
1 3,721
4,561
Concrete Barrier (Type 732SW) Mod
Concrete Parapet
P
see "ROAD PLANS"
Concrete Barrier (Type 742B) Mod,
U Future Utility
2-4"Á BHN TV and Home Service (By Others)
utility openings
2-4"Á Future sidewalk
U
PI
22+00.07
S6 8°1 1'5 7"E
B
FS
NS
PATH
BIKE
12'-3‚"
G 2
1 see "ROAD PLANS"
Concrete Barrier (Type 60MGC) Mod,
973
18 19 21 22
524
20 525

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 13:3519-NOV-2018USERNAME => LKingsbury

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
DESIGN

DETAILS

QUANTITIES

BY CHECKED

SPECIFICATIONS

CHECKED

PLANS AND SPECS

COMPARED
BY
BY
LAYOUT
50-0529-a-gp01.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

CHECKED

CHECKEDBY
BY

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE

GENERAL PLAN
UNIT:

PROJECT NUMBER & PHASE:

M. MartinA. Priley
U. Sandira
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
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E
E
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STATE OF CALIFORNIA

REVISION DATES

FACTOR DESIGN
LOAD & RESISTANCE LIVE LOADING: HL93 W/"LOW-BOY";

PERMIT DESIGN VEHICLE
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN GENERAL PLAN SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

KER06
381
R51.30
50-0529
V. Trinh M. MartinT. Doung
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

CITY OF BAKERSFIELD
A. Banesh
Akshay Banesh
82091
3/31/20
Montserrat Martin
06/03/1606000004841
1477
06-484601
Imad Abu-Markhieh
04/10/17
A. Banesh
U. Sandira/E. Navarrete
T. Diaz
09/29/17 02/07/18
2/7/18
99 58

22.7/23.8
R50.5/R55.5
2/7/18
Santa Ana, CA 92705
1851 E. First St, Suite 1400
1464
10/10/18
Q
U
RFI 196 (3/10/22)
RFI 92 (8/13/20)
8"ø Water in 18"ø
Casing (Calwater)
73 2
13 5'-0"

5'-0"

5'-0"
Typ
5'-0"

5'-0"

5'-0"
Typ
5'-0"
Typ
5'-0"
Typ
5'-0"
Typ
5'-0"

5'-0"
Typ
5'-0"
Includes 35 psf for future wearing surface.

INDEX TO PLANS
STANDARD PLANS DATED 2015
A

PLAN SYMBOLS
Standard Plan Sheet No.

Detail No.

Section Identification

CONCRETE STRENGTH AND TYPE LIMITS

NO SCALE
Abut 1
BENT 2
Abut 3
LEGEND:

California Amendments, (dated January 2014).

AASHTO LRFD Bridge Design Specifications, 6th edition with

LOAD AND RESISTANCE FACTOR DESIGN
GENERAL NOTES: INDEX TO PLANS
SHEET No. TITLE
Design:

Dead Load:

Live Loading:

HL-93 and permit design load.

Seismic Design:

Seismic Loading:

Reinforced Concrete:

Prestressed Concrete:
c
n
f'
fy
= 8
= 3.6 ksi (unless otherwise noted)
= 60 ksi
Dated April 2013.

Caltrans Seismic Design Criteria (SDC), Version 1.7
(f'c = 4.0 ksi @ 28 days)
Structural Concrete, Bridge
"GIRDER DETAILS NO. 1" sheet
(f'c PER "PRESTRESSING NOTES" on
Structural Concrete, Bridge
Structural Concrete, Approach Slab
Period (seconds)

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

0.6 0.8

1.0 Spectral acceleration (g)

0.0 0.2

0.4 5% Damping
2 See "PRESTRESSING NOTES" on "GIRDER DETAILS NO. 1" sheet.

RSP
RSP
RSP
RSP
RSP

SECTION A-A
A
A
LAYOUT" SHEET)
(f'c PER "PRESTRESSING NOTES" ON "GIRDER
Structural Concrete Bridge, (Polymer Fiber)
Structural Concrete, Bridge
Peak Ground Acceleration = 0.37 g
Magnitude: 7.4
Soil Profile: Vs30 = 856 ft/sec
RSP
OG
GP
GP
GP
LEGEND:

EXCAVATION BACKFILL

BACKFILLEXCAVATION

NO SCALE

LIMITS OF PAYMENT FOR STRUCTURE

EXCAVATION AND BACKFILL
Excavation
Roadway
Excavation
Structure
Backfill
Structure
FS
FS
OG
GP
GP
GP
OG
FS

ABUTMENT

RETAINING WALL
COLUMN
(f'c = 4.0 ksi @ 28 days)
Structural Concrete, Bridge Footing
Bridge Footing
Structural Concrete,

38. 37.

36. 35.

34. 33.

32. 31.

30. 29.

28. 27.

26. 25.

24. 23.

22. 21.

20. 19.

18. 17.

16. 15.

14. 13.

12. 11.

10. 9.

8. 7.

6. 5.

4. 3.

2. 1.

WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4")
CONCRETE BARRIER TYPE 732SW (SHEET 2 OF 2)
CONCRETE BARRIER TYPE 732SW (SHEET 1 OF 2)
CONCRETE BARRIER TYPE 742

TUBULAR HAND RAILING

CAST-IN-PLACE POST-TENSIONED GIRDER DETAILS

UTILITY OPENING - BOX GIRDER

BOX GIRDER DETAILS
JOINT SEALS (MAXIMUM MOVEMENT RATING = 2")
RETAINING WALL DETAILS NO. 1
RETAINING WALL TYPE 1 (CASE 1)

BRIDGE DETAILS

BRIDGE DETAILS
LEGEND - SOIL (SHEET 2 OF 2)
LEGEND - SOIL (SHEET 1 OF 2)
LEGEND - LINES AND SYMBOLS (SHEET 5 OF 5)
LEGEND - LINES AND SYMBOLS (SHEET 4 OF 5)
LEGEND - LINES AND SYMBOLS (SHEET 3 OF 5)
LEGEND - LINES AND SYMBOLS (SHEET 2 OF 5)
LEGEND - LINES AND SYMBOLS (SHEET 1 OF 5)
ABBREVIATIONS (SHEET 3 OF 3)
ABBREVIATIONS (SHEET 2 OF 3)
ABBREVIATIONS (SHEET 1 OF 3)
B14-5
B11-59
B11-58
B11-57
B11-51
B8-5
B7-10
B7-1
B6-21
B3-5
B3-1A
B0-13
BO-5
B0-3
B0-1
A10G
A10F
A10E
A10D
A10C
A10B
A10A
A3C
A3B
A3A
LOG OF TEST BORINGS NO. 2 OF 2
LOG OF TEST BORINGS NO. 1 OF 2

DECORATIVE RAILING
ARCHITECTURAL DETAILS NO. 4
ARCHITECTURAL DETAILS NO. 3
ARCHITECTURAL DETAILS NO. 2
ARCHITECTURAL DETAILS NO. 1

JOINT ARMOR FOR PEDESTRIAN WALKWAYS

BARRIER DETAILS

STRUCTURE APPROACH DRAINAGE DETAILS
STRUCTURE APPROACH TYPE N(30S)
SLOPE PAVING-ABUTMENT 3
SLOPE PAVING-ABUTMENT 1

ADDITIONAL GIRDER REINFORCEMENT
GIRDER DETAILS NO. 2
GIRDER DETAILS NO. 1

GIRDER LAYOUT

TYPICAL SECTION
BENT DETAILS NO. 4
BENT DETAILS NO. 3
BENT DETAILS NO. 2
BENT DETAILS NO. 1
BENT 2 LAYOUT

RETAINING WALL DETAILS
RETAINING WALL LAYOUT NO. 2
RETAINING WALL LAYOUT NO. 1
ABUTMENT DETAILS NO. 5
ABUTMENT DETAILS NO. 4
ABUTMENT DETAILS NO. 3
ABUTMENT DETAILS NO. 2
ABUTMENT DETAILS NO. 1

ABUTMENT FOOTING LAYOUT
ABUTMENT 3 LAYOUT
ABUTMENT 1 LAYOUT

FOUNDATION PLAN

DECK CONTOURS

INDEX TO PLANS

GENERAL PLAN
RSP
RSP
974

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 13:3519-NOV-2018USERNAME => LKingsbury

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-b-aitp.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
1851 E. First St, Suite 1400
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

CITY OF BAKERSFIELD
Akshay Banesh
82091
3/31/20
KER06
38 A. Banesh
Montserrat Martin
06000004841
1477
06-484601 06/03/16 04/10/17
Imad Abu-Markhieh
U. Sandira
A. Banesh
U. Sandira/E. Navarrete
T. Diaz
09/29/17 02/07/18
99 58

22.7/23.8
R50.5/R55.5
2/7/18
2/7/18
1464
10/10/18
RFI 196 (3/10/22)
RSP B7-11 UTILITY DETAILS (SEE ATTACHED)
13 3
73 ABUTMENT 1 LAYOUT
X Girder Designation
BB
CC
NOTES:

LEGEND:

PLAN
‚" = 1'-0"

ELEVATION
‚" = 1'-0"
F
F
Brg Abut 1
EOD

EDGE OF FOOTING
"MAR" LINE
A
A

ABCDEFGH
B0-13
13-1
B0-13
13-2POLYSTYRENE

EXPANDED

PILASTE
R
6'-0"

PILASTE
R
6'-0"
EOD
Approx OG
Typ
LE
VEL
Typ
3" Clr
GIRDER, Typ

9'-1"9'-8"9'-8"9'-8"9'-8"9'-8"9'-1"
Min
1'-0"
NO. 1" SHEET
"RW WALL LAYOUT
Abut 1 Rt RW, SEE
NO. 1" SHEET
"RW WALL LAYOUT
Abut 1 Lt RW, SEE
E
E

DECK, BEYOND
TOP OF
PAD, Typ
Brg

BIKE PATH
FG = TOP OF

BACKWALL
TOP OF
"MAR" LINE
AS Brg PAD

SAME THICKNESS

POLYSTYRENE

EXPANDED
WALL
RETURN
D
D
Exp Jt
Exp Jt
B7-10
U-2
Elec OPENING
PG&E 21kV
2'-0" X 1'-6"
B7-10
U-2 OPENING
BHN TV
2'-0" X 1'-6"
SEE
NO
TE
7 13
'-10" BACKWALL
LE
DG
E
5 Abut PILASTER BEYOND, Typ
= EOD
RW LOL
G
G
EOD
RW LOL =
Typ
1'-10
"

4'-0"
6
"
5'-4
"

1'-9"

2'-4…"
1'-4ƒ
"
SHEAR KEY, Typ
Typ
8"

APPROACH

STRUCTURE

APPROACH

STRUCTURE
SEE NOTE 7

BACKWALL LEDGE,
BELOW, Typ

RW STEM
SEE
NO
TE
8 2'-2" Typ
1'-0" CHAMFER

TEXTURE)
(DRY STACK FIELDSTONE

ARCHITECTURAL TREATMENT
top of wall.

Retaining wall dimension measured at 8.
2" sheet.
bike path, see "ABUTMENT DETAILS NO.

For details of backwall ledge under 7.
not shown for clarity.

Sidewalk, barrier, and street lights 6.
"ABUTMENT DETAILS NO. 2" sheet.

For "BEARING PAD DETAIL", see 5.

DETAILS NO. 5" sheet.

For "SECTION G-G", see "ABUTMENT 4.
see "ABUTMENT DETAILS NO. 3" sheet.

For "SECTION B-B" thru "SECTION F-F", 3.

DETAILS NO. 1" sheet.

For "SECTION A-A", see "ABUTMENT 2.
"ABUTMENT FOOTING LAYOUT" sheet.

For abutment footing dimensions, see 1.
UTILITY OPENING

1'-3"
B7-10
U-8
Typ. SEE NOTE 5
ELASTOMERIC Brg PAD,

STEEL REINFORCED
16" X 16" X 2"
WITH 16" CASING

UTILITY OPENING
1'-6"Á FUTURE

UTILITY OPENING
FUTURE
B0-3
RSP
3-4
B0-3
RSP
3-4

SUPPORT BLOCK

JOINT ARMOR
977

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 16:2919-NOV-2018USERNAME => VTrinh

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-f-a01_lo01.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
1851 E. First St, Suite 1400
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

22.7/23.8
R50.5/R55.5
2/7/18
2/7/18
1464
10/10/18
FUTURE
1' - 9"
U-8
U-2
1'-6"ø FUTURE

UTILITY OPENING
WITH 16" CASING
2'-0"W x 1'-6"H
PG&E 21kV
Elec OPENING
RFI 92 (8/13/20)
RFI 196 (3/10/22)
2'-2"W x 1'-10"H
WATER
2' - 9"
(Mod)

9. See attached for modified Std Plan B7-10.
73 4
13 ABUTMENT 3 LAYOUT
C
C
D
D

ELEVATION
‚" = 1'-0"
PLAN
‚" = 1'-0"
"MAR" LINEG
E
E
G
F
F
EOD

EDGE OF FOOTING
EOD

PILASTE
R
6'-0"

A B C D E F G H
Abut 3
Brg

STRUCTURE APPROACH

TOP OF BACKWALL

POLYSTYRENE
EXPANDED B0-13
13-2
Clr
3"
Typ
LE
VEL
Brg PAD, Typ
GIRDER, Typ

Min
1'-0"
NO. 2" SHEET
"RW WALL LAYOUT
Abut 3 Rt RW, SEE

TOP OF DECK, BEYOND
B0-13
13-1

6"
FG
WALL LAYOUT NO. 2" SHEET
Abut 3 Lt RW, SEE "RW
AS Brg PAD

SAME THICKNESS

POLYSTYRENE

EXPANDED

1'-9"

1'-9"
6 "MAR" LINE
SEE
NO
TE
7 13
'-10
" BACKWALL
LE
DG
E
Exp Jt
Exp Jt
B
B
H
H
X Girder Designation
NOTES:

LEGEND:

B7-10
U-2 OPENING
BHN TV
2'-0" X 1'-6"
B7-10
U-2
Elec OPENING
PG&E 21kV
2'-0" X 1'-6"
9'-1"9'-8"9'-8"9'-8"9'-8"9'-8"9'-1"
2'-4…"
Approx OG
EOD
RW LOL =
Typ
4'-0"
Typ
1'-10"
= EOD
RW LOL
Typ
8"
BEYOND, Typ
Abut PILASTER
SHEAR KEY, Typ

APPROACH

STRUCTURE

STRUCTURE APPROACH
BELOW, Typ

RW STEM
1'-4ƒ
"
2'-1‚
"
6
"
SEE
NO
TE
8 2'-2" Typ
1'-0" CHAMFER

TEXTURE)
(DRY STACK FIELDSTONE

ARCHITECTURAL TREATMENT
top of wall.

Retaining wall dimension measured at 8.
sheet.
bike path, see "ABUTMENT DETAILS NO. 2"
For details of backwall ledge under 7.
shown for clarity.

Sidewalk, barrier, and street lights not 6.

DETAILS NO. 2" sheet.

For "BEARING PAD DETAIL", see "ABUTMENT 5.

DETAILS NO. 5" sheet.

For "SECTION G-G", see "ABUTMENT 4.
see "ABUTMENT DETAILS NO. 3" sheet.

For "SECTION B-B" thru "SECTION F-F", 3.

DETAILS NO. 1" sheet.

For "SECTION H-H", see "ABUTMENT 2.
"ABUTMENT FOOTING LAYOUT" sheet.

For abutment footing dimensions, see 1.
UTILITY OPENING
SEE NOTE 5
ELASTOMERIC Brg PAD, Typ

STEEL REINFORCED
16" X 16" X 2"
UTILITY OPENING
B7-10
U-8

1'-9"
WITH 16" CASING

UTILITY OPENING
1'-6"Á FUTURE

UTILITY OPENING
FUTURE
B0-3
RSP
3-4
B0-3
RSP
3-4
SEE NOTE 7

BACKWALL LEDGE,

SUPPORT BLOCK

JOINT ARMOR
978

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 13:3619-NOV-2018USERNAME => LKingsbury

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-f-a01_lo02.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
1851 E. First St, Suite 1400
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

22.7/23.8
R50.5/R55.5
2/7/18
2/7/18
1464
10/10/18
FUTURE
1'-6"ø FUTURE

UTILITY OPENING
WITH 16" CASING
U-8
U-2
2'-0"W x 1'-6"H
PG&E 21kV
Elec OPENING
RFI 92 (8/13/20)
RFI 196 (3/10/22)
2' -6"
2'-2"W x 1'-10"H
WATER
(Mod)

9. See attached for modified Std Plan B7-10.
73 5
13 D
BENT 2 LAYOUT
Vertical bundled bars
LEGEND:

NOTES:

ELEVATION
‚" = 1'-0"
‚" = 1'-0"
PLAN
"MAR" LINE
"SR58" LINE

Bot Reinf

TOP Reinf

END OF CAP
GIRDER, Typ
EOD
LL
F
F
EE
D D
CC
BA
BA
EXTERIOR GIRDER, Typ

OUTSIDE FACE OF
X Girder Designation

A B C D E F G H
Typ
EXTERIOR Col,
D
L
C
Approx OG
R
Q
B
FG
HOOPS Spa
BENT 2
#10 Tot 8, Typ
EOD
OPENING, Typ
UTILITY
SEE NOTE 7
Concrete Barrier (Type 742) Mod
Q
R
R
Q
3'-0"
3'-0"
INTERIOR Col, Typ

OPENING
2'-0" X 1'-6"
Expanded Polystyrene
SEE NOTE 5
#6 HOOPS @ 3
Ext Col, Typ
Typ
4'-0"
NOTE 8, Typ

VENT HOLE (NS) SEE
@ 6
Tot 6
@ 6
Tot 6

Tot 9
@ 6
Tot 6
@ 6
Tot 6

Tot 6
@ 6
Tot 6

BALANCE @ 9

BALANCE @ 9
Typ ALL
COLUMN
#6
#6
#6

SPACING

TYPES AND

STIRRUPS

SETS OF
WITHIN Col CORE

BALANCE @ 9
NOTE 11
SEE
G
H
K
J J
H
K
G
M
M
NN
VOID
VOID
16 16'-0"

SEE NOTE 12
7"
SEE NOTE 12

9'-6"
Typ
Int Col,

2'-0"
Typ
Min,
SEE NOTE 9
ARCH AT END, Typ
2'-6"Á PG&E 21kV Elec (By Others)

NOT SHOWN)
(STREET LIGHT
PILASTER, Typ
#10
#10
TEXTURE) SEE NOTE 13
(DRY STACK FIELDSTONE

ARCHITECTURAL TREATMENT
Typ
1'-0"

6'-7"

9'-11"
2'-0"
2'-0"
B
KEY NOTES:

Tot 9
L

Tot 4
Tot 4

SEE NOTE 9
BOTTOM, Typ
END OF ARCH @
Typ, SEE NOTE 4

TOP BUNDLED BAR,

OPTIONAL SPLICES AT
SEE NOTE 4
CAP Reinf),
(Bot MAIN BENT
Tot 8 BUNDLES
2-#11 BUNDLED

6'-7"
2'-0"

9'-11" 2'-0"
SEE NOTE 4
BAR, Typ,
AT Bot BUNDLED

OPTIONAL SPLICES
SEE NOTE 4
CAP Reinf),
(TOP MAIN BENT
Tot 12 BUNDLES
2-#11 BUNDLED
2-4"Á BHN TV and Home Service (By Others)

OPENING
1'-6"
2'-0" X
SEE NOTE 5
OR #6 HOOPS @ 6
Concrete Barrier (Type 732SW) Mod
Concrete Parapet
Concrete Barrier (Type 60MF), see "ROAD PLANS"
U Future utility opening
B7-10
U-7 Typ

OPENING,

UTILITY

OPENING
2'-0" X 1'-6" U
U
3'-0"
top of Type 60MF barrier.

Architectural treatment in columns extend 1'-0" below
Not all architectural treatment shown for clarity. 13.

H-H" on "BENT DETAILS NO. 2" sheet.

For stirrups at bent cap acute corner, see "SECTION 12.

Place stirrups normal to and space along bent.11.

Not all column reinforcement shown for clarity.10.
reinforcement, see "ARCHITECTURAL DETAILS NO. 3" sheet.

Arch reinforcement not shown for clarity. For arch 9.
finish grade.
closing slab and one at bottom, set 3" minimum above
enclosed wall, one at top, set 3" below column void
Provide 2-2"Á vent holes at each exterior col hollow 8.

AT BENT PILASTER" on "BENT DETAILS NO. 3" sheet.
reinforcement and bent pilaster, see "BARRIER DETAIL
during cap concrete placement. For barrier
Pilaster, barrier, and sidewalk dowels shall be in place 7. "SECTION N-N", see "BENT DETAILS NO. 3" sheet.
"BENT DETAILS NO. 2" sheet. For "SECTION J-J" thru
NO. 1" sheet. For "SECTION F-F" thru "SECTION H-H", see For "SECTION A-A" thru "SECTION E-E", see "BENT DETAILS 6. splices allowed in column main vertical reinforcement.

All hoops are ultimate butt spliced continuous. No 5.
at 2'-0" minimum and alternated.
optional locations shown. Couplers shall be staggered
Cap reinforcement shall be "Service" spliced at the 4.
prestressing ducts, as approved by the Engineer.

Column reinforcement may be bent to clear 3.

For foundation layout, see "FOUNDATION PLAN" sheet.2.

For footing details, see "BENT DETAILS NO. 4" sheet.1.
988

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 13:3719-NOV-2018USERNAME => LKingsbury

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-h-b01_lo01.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
1851 E. First St, Suite 1400
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

22.7/23.8
R50.5/R55.5
2/7/18
2/7/18
1464
10/10/18
Q
U
Q
U
RFI 92 (8/13/20)
RFI 196 (3/10/22)
2' -8"
1'-10"ø WATER

OPENING, SEE
NOTE 14

14. For water opening at bent cap, see "WATER LINE BENT

14. CAP OPENING DETAIL" (attached).

B7-10
U-7
8"ø Water in 18"ø
Casing (Calwater)
73 6
13 TYPICAL SECTION
Decorative Railing
X Girder Designation
SEE NOTE 2, Typ
LONGITUDINAL Reinf,

ADDITIONAL TOP
B7-1
S-2B7-1
‚" = 1'-0"

TYPICAL SECTION
"MAR" LINE
ƒ" = 1'-0"
PART TYPICAL SECTION B0-5

B7-1

B8-5

A B C D E F G H
1'-6"
1'-6"
R Q
Typ
1'-0"
5'-0"
1'-0"

3'-0"
56'-6"
32'-0" 24'-6"

3'-0"
16'-0"
SW
6'-4"
-2% -2%
Clr
1"
#4 @ 12 Max, Typ
#6 STIRRUPS, Typ
Typ
1'-4"
GIRDER, Typ
OR#5, S=11 B0-5
5-10
B0-5
5-11
2"
4"
#4, Tot 3
#5, Tot 5
C
F
J
P
Q
NOTES:

LEGEND:

KEY NOTES:

B7-1
B-1
Typ
GIRDER,
PG
ALONG "MAR" LINE

NORMAL TO AND SPACE
#4 @ 13 PLACE
PLACE NORMAL TO AND SPACE ALONG "MAR" LINE
L
L
Typ
Const Jt,
C
S
F
J
-2%
P
B
J
R
4" FILLET, Typ
SEE NOTE 4
BARRIER Reinf,
2" Min
Clr, Typ

Typ ALL BAYS
#5 Tot 7 EQUALLY SPACED

B8-5
Const Jt, Typ
#6 OR STIRRUPS

3'-9"
Clr
2"
C
lr
1 "
7"
Typ
6"
Typ
6"
SEE NOTE 3

EACH GIRDER
Tot 2
#11 Cont

1" Clr
B11-58

"MAR" LINE
Typ
& Var,
1'-0" Min
8'-0"5 SPACES @ 7'-6" = 37'-6"8'-0"
SEE NOTE 6, Typ

ARCH BEYOND,
21 "4
112'-3 "4
317'-6
S
T
T
1'-2"
1'-0"
1'-2"
1'-0"
SEE NOTE 7

INTERMEDIATE PILASTER,
GROOVE
ƒ" Cont DRIP
RSP
#5 Tot 6
B11-58

RSP
SEE NOTE 3

EACH GIRDER
#11 Cont
ARCH, SEE NOTE 6
F
B
#4 @ 18 Max
GIRDER
EACH
#8 Tot 2
#5 Tot 6
Typ
TRANSVERSE BAR, SEE NOTE 8,

WITH EACH ALTERNATING TOP
ADDITIONAL #5 X 5'-0" BUNDLED
2-#5
S
utility openings
2-4"Á Future sidewalk
1"Á Lighting conduit
8 " M
a
x

A
T
6 ",
T
yp
S
O
FF
IT

F
L
A
R
E
RSP
RSP
11'-3"
(Type 732SW) Mod
Concrete Barrier
Concrete Parapet

U FUTURE UTILITY
SEE NOTE 4
Mod Reinf,
(TYPE 732SW)
Conc BARRIER
DETAILS NO. 2" sheet.
parapet on bridge, see "GIRDER
For pull box details at concrete 9.

18'-9"
SEE NOTES 4 AND 9
Conc PARAPET,
(relocate By Others)
2-4"Á Conduits for AT&T Line
Service (relocate By Others)
2-4"Á BHN TV and Home
Street Light, see "ROAD PLANS"
Concrete Barrier (Type 742) Mod
(PG&E) (relocate By Others)
2'-6"Á Proposed 21kV Electric
NOTE 7, Typ
Reinf, SEE

PILASTER
in "GIRDER DETAILS NO. 1" sheet.

EB, and intermediate pilasters as shown
Additional reinforcement is placed at BB, 8.
placement.
dowels shall be in place prior to deck
"GIRDER DETAILS NO. 1" sheet. Pilaster
For intermediate pilaster details, see 7.
"ARCHITECTURAL DETAILS NO. 3" sheet.

NO. 2" sheets. For arch reinforcement, see
DETAILS NO. 1" and "ARCHITECTURAL DETAILS
For arch dimensions, see "ARCHITECTURAL 6.
shown for clarity.
treatment. Architectural treatment not
Dimensions do not include architectural 5.

DETAILS NO. 1" sheet.
intermediate pilaster as shown on "GIRDER
deck placement. Omit exterior dowel at
reinforcement shall be in place prior to
Concrete barrier and pilaster 4.
of bent centerline.
bottom slab must be within 20'-0"
continuous reinforcement in the
be near mid-span. Splices for
reinforcement in the top slab must
Splices for continuous
slabs must be "Service" spliced.
reinforcement in top and bottom
All longitudinal continuous 3.

GIRDER REINFORCEMENT" sheet.
reinforcement, see "ADDITIONAL
For additional longitudinal 2.
"GIRDER LAYOUT" sheet.
prestressing information, see
For stirrup placement and 1.
993

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 13:3819-NOV-2018USERNAME => LKingsbury

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-k-ts01.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
1851 E. First St, Suite 1400
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

22.7/23.8
R50.5/R55.5
2/7/18
2/7/18
1464
10/10/18
Q
U
RFI 92 (8/13/20)
RFI 196 (3/10/22)
8"ø Water in 18"ø
Casing (Calwater)

9. For water casing support detail, see

9. Calwater Plans.

SEE NOTE 9
73 7
13 GIRDER LAYOUT
PLAN
1" = 10'
A
B
C
D
E
F
G
H

EDGE OF DECK

FACE OF EXTERIOR GIRDER

EDGE OF DECK

FACE OF EXTERIOR GIRDER
BENT 2
GIRDER, Typ

LONGITUDINAL SECTION

NO SCALE
B7-1

B0-5

B7-10

Q
R
18 12 18

GIRDER FLARE
16'-0"
Typ
18 BETWEEN POINTS SHOWN

PATH IS PARABOLIC CURVE
CENTER OF GRAVITY OF CABLE BENT 2
L1 L2

0.1 L1 0.1 L2
Brg Abut 3

0.4 L2
Brg Abut 1

0.4 L1
INFLECTION POINT, Typ
12@6
3'-6"
4'-0"
3'-6"
A
B THRU
H

SPACING GIRDERS
#6 OR STIRRUPS

SPACING GIRDERS
#6 STIRRUPS
G 12@6
1'-0"
1'-0"

NO MOVEMENT

POINT OF
OPENING, Typ

SOFFIT ACCESS
B14-5

B0-5
5-10
B0-5
5-11
OR

PLACE NORMAL TO AND SPACE ALONG "MAR" LINE

B0-5
5-11

B0-5
5-11
Brg Abut 3
LINE
"MAR"
18 12
12 24
24 12

GIRDER FLARE
16'-0"
Typ
24 24
12 1212
12 XX Girder stem width in inches
X Girder designation
Theoretical point of no movement
LEGEND:NOTES: KEY NOTES:

U
B7-1
F-1
B7-1
V-1 HOLE, Typ
VENT

3"
B14-5

B7-10
U-3
B7-10
U-7
UON
Typ,
22 Typ
1'-0"
BUNDLED 24@8, TOT 48

Tot 2
LIGHT
SOFFIT
12 EQ Typ

EQ Typ
Abut 1
Brg
Typ
7'-0"
20 2119
SOFFIT FLARE, Typ
SOFFIT FLARE, Typ
16'-0"
DETAILS NO. 1" sheet.
"CAMBER DIAGRAM", see "GIRDER

1. For "PRESTRESSING NOTES" and
Soffit light, see "ROAD PLANS".

Q
R
PG&E 21kV Elec Line (By Others)
BHN TV and Home Service (By Others)
Future Utility
20 @ 620 @ 6
48 @ 648 @ 624 @ 6

@ 12 Max
@ 12 Max
U
B7-10
U-4
48 @ 6
24 @ 6@ 12 Max
@ 12 Max
@ 12 Max
48 @ 6
24 @ 6
BUNDLED 24 @ 8, Tot 48
24 @ 648 @ 6
BUNDLED 24 @ 8, Tot 48
@ 12 Max
BUNDLED 24 @ 8, Tot 48
AT BENT, Typ
8" Typ
Typ
10'-0"
994

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 13:3819-NOV-2018USERNAME => LKingsbury

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-l-g_lo01.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
1851 E. First St, Suite 1400
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

22.7/23.8
R50.5/R55.5
2/7/18
2/7/18
1464
10/10/18
Q
U
U-3
U-4
RFI 92 (8/13/20)
RFI 196 (3/10/22)
NOTES:

1. For "PRESTRESSING NOTES" and

1. "CAMBER DIAGRAM", see "GIRDER

1. DETAILS NO. 1" sheet.

2. For Calwater opening at bent cap, see

2. "WATER LINE BENT CAP OPENING

2. DETAIL" (attached).

SEE NOTE 2
B7-10
U-3
(Mod)
NOTES:

3. For "WATER LINE SOFFIT ACCESS

4. OPENING DETAILS", see "MISCELLANOUS

4. DETAILS" sheet (attached).

4. Locate manhole over air release valve. The

5. location may be adjusted as directed by the

5. Engineer.

5. See attached for modified Std Plan B7-10.

WATER LINE SOFFIT

ACCESS OPENING,
Tot 1 EACH SPAN
SEE NOTE 3
B7-11
RSP

MANHOLE

IN DECK,
SEE NOTE 4
STA
19+69
Tot 2 EA SPAN
8"ø Water in 18"ø
Casing (Calwater)
73 8
13 Brg Abut
ƒ" = 1'-0"
4" FILLET
1'-0"
#5 @ 12
#5 @ 6

RECESS AND GRILLAGE

PRESTRESS ANCHORAGE
#5 @ 12

TO GIRDERS

PLACE PARALLEL
3"
Max

END DIAPHRAGM DETAIL
3"
#6 Tot 6

LIMIT OF TRANSVERSE
B8-5
Reinf INTO DIAPHRAGM

CONTINUE TOP SLAB LONGITUDINAL
SOFFIT Reinf
Reinf INTO DIAPHRAGM

CONTINUE BOTTOM SLAB LONGITUDINAL

EACH GIRDER
#5 Tot 4
SPACE PARALLEL TO "MAR" LINE

PLACE PARALLEL TO GIRDERS AND
NOTE:

GIRDER DETAILS NO. 2
24 6'-0"
4'-0"
FACE OF STEM WALLƒ" INSET

EXTEND TO EDGE OF DECK
#6 Tot 6,

UTILITY END DIAPHRAGM OPENING TABLE
UTILITY DESCRIPTION SIZE CASING O.D.

Q
R
2-6"Á - 2'-0"W X 1'-6"H
2'-0"W X 1'-6"H-

OPENING SIZE
2-4"Á
RSP
NOTE 1
SEE
NO. 1" sheet.
on "DECK CORNER DETAILS" on "GIRDER DETAILS
1'-6" minimum into end diaphragm where shown

1. Extend deck top transverse reinforcement
U 2'-0"W X 1'-6"HFuture Utility - 16"
3'-0" Min

PULLBOX
B
B
ELECTROLIER
#5 X 6'-6" Tot 2
PLAN

ELEVATION

NO SCALE

ELECTROLIER PULL BOX AT CONCRETE PARAPET
shown, Bent Pilaster is similar
Intermediate Pilaster pullbox
NOTE:

WITH TYPICAL Reinf
BUNDLE ADDITIONAL #5
#5 Tot 2

SECTION B-B
#5
BARRIER Typ Reinf
#5 Tot 2

PULL BOX
3"
Clr

DRAIN TO LOW SIDE

PULLBOX
PULLBOX
PULLBOX
EOD

PARAPET

OF CONCRETE

INTERIOR FACE

PARAPET

OF CONCRETE

EXTERIOR FACE PILASTER
INTERMEDIATE
ELECTROLIER =

TOP OF DECK

FOR CLARITY
Reinf NOT SHOWN

BARRIER TYPICAL
OPENING TABLE"
SEE "UTILITY END DIAPHRAGM
END Diaph OPENING,
BHN TV and Home Service (relocate by Others)
Proposed 21kV Elec PG&E (relocate by Others)
996

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 13:3819-NOV-2018USERNAME => LKingsbury

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-l-gdt02.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
1851 E. First St, Suite 1400
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

22.7/23.8
R50.5/R55.5
2/7/18
2/7/18
1464
10/10/18
RFI 196 (3/10/22)
8"ø Water in 18"ø
Casing (Calwater)
2'-2"W x 1'-10"H
73 9
13 36

MISCELLANEOUS DETAILS

SOFFIT PLAN

NO SCALE
GIRDER

EACH SIDE

AND BOTTOM
#6 x 5'-6" TOP

EDGE OF GIRDER

EACH SIDE

AND BOTTOM
#6 x 7'-0" TOP
EACH CORNER, Typ

AND BOTTOM
#6 x 4'-0" TOP
NOTE:
bars and extend 2'-6" Min beyond edge of opening.
cut reinforcement. Space at spacing with continuous
and transverse reinforcement around opening to match
In addition to reinforcement shown, add longitudinal
3'-4"
2'-4"

GRATE PLAN

SECTION A-A
BAR 1" x" Tot 2
BAR ‚" x‚" Tot 8
Typ< <
Tot 8
BAR 1" x"
Typ< <
2'-5"
2'-0"
SOFFIT
ƒ" CHAMFER, Typ
DETAIL 1
Typ
#6 x 7'-0",
1"
Typ

OPENING
L=4" CENTERED IN
L3" x2" x‚", Typ

SECTION B-B
3'-5"
3'-0"
1"
Typ
Typ
#6 x 7'-0",
DETAIL 1
SOFFIT
ƒ" CHAMFER, Typ
DETAIL 1

NO SCALE
1"
2"
L3" x2" x‚
1" x 3" HOLE
#3
6"
6"
1"
3"
4"
L3" x2" x‚

FACE OF DIAPHRAGM
4'-6"±
3'-0"
NOTE:

Abut 3 similar.
shown. Opening near
Opening near Abut 1
NOTE:

1. A
A
B B
#3
"GIRDER LAYOUT" sheet.

For locations of water line soffit access openings, see

WATER LINE SOFFIT ACCESS OPENING DETAILS

NO SCALE

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 09:0707-APR-2017USERNAME => TDoung

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-v-miscdt02.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

X
X
DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
400 N. Tustin Ave, Suite 275
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

CITY OF BAKERSFIELD
Akshay Banesh
82091
3/31/18
R22.36/R23.85
R50.55/R55.5058, 99KER06
38 A. Banesh
Montserrat Martin
06000004841
1477
06-484601 06/03/16 04/10/17
Imad Abu-Markhieh
U. Sandira
95% INITIA L PS & E - 04/10/17
A. Banesh
U. Sandira/E. Navarrete
T. Diaz
RFI 196 (3/10/22)
10'-0"
73 10
13 BENT DETAILS NO. 1
LEGEND:

Vertical bundled bars

SECTION B-B

SECTION D-D

SECTION C-C
ƒ" = 1'-0"

SECTION A-A
*
**
Clr to longitudinal main cap Reinf
prestressing ducts
Adjust Reinf as required to clear

TOP OF DECK
TOP SLAB Reinf
3'-0" 3'-0"
Bot SLAB Reinf
#6 STIRRUPS
Const Jt
#8 Tot 8
4" FILLET, Typ
BENT
ƒ" = 1'-0"
ƒ" = 1'-0"
ƒ" = 1'-0"
BENT
#6 STIRRUPS
BENT
#10
#6 HOOP
4'-0"
INTERIOR COLUMN
INTERIOR COLUMN
BENT
2'-0" 2'-0"
3'-0"3'-0"

2'-0"
ƒ" = 1'-0"

SECTION E-E
#10 Tot 30
#6 HOOP
1'-0"2'-0"2'-0"1'-0"
NOTES:

BENT CAP Bot Reinf
#11 BUNDLED BARSEDGE OF CAP, Typ
see "SECTION E-E"
For information not shown,
NOTE:

Clr
2"
see "SECTION A-A".

For information not shown,
NOTE:
*
*
Clr
3" Min
LAP
4'-6"

NOT ALL SHOWN
COLUMN Reinf, Typ
#6 STIRRUPS#6 STIRRUPS
Tot 6 Tot 9 Tot 6
Alt HOOKS
#6 STIRRUPS
16 SEE NOTE 2
#5 Tot 14
COLUMN
INTERIOR
#4 @ 12 SEE NOTE 2
Tot 12 BUNDLES
2-#11 BUNDLED,
Tot 8 BUNDLES
2-#11 BUNDLED,
Clr
7‚"
Clr
5ƒ "
*
*
BENT
Typ
Clr,
Min
2"
LENGTH 24" AND 30", SEE NOTE 3
SIDE OF COLUMN Alt Vert
#4 J-BARS 5 SETS OF 4 EACH

13'-0"

4'-0" LAP
#8 Tot 3
3'-0"3'-0"

WATER LINE BENT CAP OPENING DETAIL

NO SCALE

6"
Typ
4'-0"
#8 Tot 2
SOFFIT

BENT CAP
#6 Tot 2
FOR 20"Á CASING
24"Á OPENING
Typ
2" Clr
DECK
TOP OF
Reinf

BENT CAP
Reinf
DECK
Reinf
DECK

WATER LINE OPENING
#8 @ 9
1'-6"
SEE NOTE 4
#6
#10
#6 Tot 6
reinforcement.
to clear column vertical
Adjust bent cap main reinforcement 5.
reinforcement.
and 2/3 the spacing of adjacent
Reinforcement to be same bar size 4.
longitudinal deck slab reinf.
stirrup spacing, tied around top
of column at every other bent cap
Place #4 centered on either side 3.
top of footing.
of the bent cap and 3" above the
reinforcement 2" below the bottom
longitudinal perimeter
footing and bent cap. Stop column
transverse reinforcement in
Do not place column perimeter 2.
"BENT 2 LAYOUT" sheet.

For bent cap stirrups spacing, see 1.

SEE NOTE 5

COLUMN BELOW
TREATMENT, Typ

ARCHITECTURAL
2" Max

TEXTURE)

FIELDSTONE
(DRY STACK

TREATMENT

ARCHITECTURAL

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA
TIME PLOTTED =>DATE PLOTTED => 09:0507-APR-2017USERNAME => TDoung

PROJECT ENGINEER

DESIGN OVERSIGHT

SIGN OFF DATE
50-0529-h-b01dt01.dgnFILE =>

DISREGARD PRINTS BEARING

EARLIER REVISION DATES
BRIDGE NO.

SHEET OF

DIST COUNTY ROUTE SHEET TOTAL

PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
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
0 1 2 3

POST MILES
DATE
X
UNIT:

PROJECT NUMBER & PHASE:

X
X
DESIGN

DETAILS

QUANTITIES

BY CHECKED

CHECKED

CHECKEDBY
BY
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E

D PROFESSIONAL E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REVISION DATES
CONTRACT NO.:
completeness of scanned copies of this plan sheet.

DESIGN DETAIL SHEET (ENGLISH) (REV. 03/14/12)

MARELLA WAY OC
WKE, INC.

Santa Ana, CA 92705
400 N. Tustin Ave, Suite 275
T. Doung
R51.30
50-0529
BAKERSFIELD, CA 93301
1600 TRUXTUN AVENUE

NEAR OR BETWEEN COLUMNS
when
For future utility opening dimensions
not shown on Project Plans use:

H
W
side of opening.
seat elevation.

AT INTERMEDIATE DIAPHRAGM

2. Girders not shown. See Project Plans.

5. Main reinforcement to clear opening.
reinforcement shown on Project Plans.

10. When there is insufficient space to place reinforcement as shown, hook reinforcement into exterior girder.
shown on Project Plans.
@ 9
6" Typ
1'-6"
Typ
6" Typ
(FOR FUTURE UTILITY OPENING)

AT HINGE
D
(FOR FUTURE UTILITY PROVISIONS UNDER APPROACH SLAB)
6" Typ
#8
4-#8
wrapping utility with 2 layers of 15 LBS building paper. If structure is #5
6"
2-#6
2-#5
2-#62-#5
2-#5
2-#5
2-#5
1'-6" 1'-6"
2-#6
#7
#6
Y=less than 8"
5-#6
6"
#5
2-#6
2-#5
3-#6
6" Typ
3-#5
3-#6
4"4"
6" Typ
2-#5
2-#6
prestressed, seal to be placed after stressing is completed.

7. Replace each set of 2-#9 bars cut off by opening. Place on each

9. For future utility opening dimensions, see Project Plans and Detail U-4.

11. Unless otherwise shown on Project Plans, casing shall extend to the in accordance with the Project Plans and as directed by the Engineer.

1. The exact location, elevation, size, and direction of openings shall be

3. All reinforcement detailed to be placed in addition to reinforcement Typ
1'-6"
Typ
1'-6"
Typ
1'-6"
Typ
1'-6"
Typ
1'-6"
Typ
1'-6"
Min
1'-0"
1'-0"1'-0"1'-0"
* Omit #5
Typ
6"
Typ
6"
Typ
6"
Typ
4" Clr
Typ
4'-0"
Typ
4'-0"
1'-6"
4-#8
Typ
6"
Typ
6"

4. Seal utilities at abutments with concrete or mortar, after tightly

8. When "Y" is less than 8", extend top of opening to bottom of bearing greater of 5'-0" beyond the end of the approach slab, 5'-0" beyond the end of the adjacent wingwall, or 20'-0" beyond the back of the abutment.

ABUTMENT DIAPHRAGMSINTERMEDIATE DIAPHRAGMS AND HINGES
DETAIL U-1
DETAIL U-5

BENT CAPS
DETAIL U-7
DETAIL U-6 DETAIL U-3
DETAIL U-2
NOTES:

DETAIL U-4DETAIL U-8
@ 12 Max
#5 @ 12 Max
@ 12 Max
#8 @ 9
Typ
1'-6"
Typ
1'-6"
= ð D or 1'-6" minimum, whichever is greater.
= ð D or 2'-0" minimum, whichever is greater.

6. Reinforcement to be same bar size and ñ the spacing of adjacent SEE DETAIL U-1
NOTE 11
+ " SEAL WELD
NOTE 5

STEEL CASING
NOTE 4NOTE 4
SEE DETAIL U-2
SEE DETAIL U-3

FOR PIPE DIAMETER NOT SHOWN ON PROJECT PLANS,
THROUGH 2'-8" DIAMETER OPENING
NOTE 6

STIRRUPS SAME SHAPE
AS ADJACENT STIRRUPS NOTE 6

STIRRUPS SAME SHAPE

AS ADJACENT STIRRUPS
NOTE 10
NOTE 9
4" FILLET

STIRRUPS SAME SHAPE

AS ADJACENT STIRRUPS
NOTE 6
#6 TOTAL 5 WHEN
Y=LESS THAN 8"
NOTE 6 NOTE 6
NOTE 4
NOTE 5
NOTE 6
NOTE 4
NOTE 6
OR
NOTE 7
NOTE 8
NOTE 9
4" FILLET
NOTE 7
NOTE 6 NOTE 6
NOTE 5
" V-GROOVE
SEE DETAIL U-2
NOTE 5
SEE DETAIL U-1
NOTE 9
SEE DETAIL U-3
NOTE 9
NOTE 10
NOTE 6
Â ", x PIPE OD
USE PIPE 2'-0" OD x " Min WALL THICKNESS
#5 @ 12 Max
Typ
2'-6"
5-#6
Typ
2'-6"
#9
#9

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

NO SCALE

UTILITY OPENING

BOX GIRDER
B7-10

COUNTYROUTEPOST MILES

TOTAL PROJECT

SHEETTOTAL
SHEETS

PLANSAPPROVALDATE
No.

Exp.

REG ISTERED

P
R
O
F
E
S
S
I
O
N
A
L

ENGINEER
STAT
E
O
F

C
A
L
IF
O
R
N
IA

REGISTERED CIVIL ENGINEER
CIVIL
DistNo.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED
2015 STA N D ARD PLA N B7-10

9-22-15
,TOTAL 5
Peter W. Norboe
C57519
12-31-15
307
October 30, 2015
Return to Table of Contents

BACKWALL OPENING

END DIAPH OPENING
4'-0"
#8
#6
2'-0"
RFI 196 (3/10/22)
(MOD)
(MOD)

CALWATER
MOD
73 12
13 .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
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.
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.
.
.
..
.
.
..
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.

Where manhole is located
detail. Step inserts shall comply with State Industrial Safety requirements.

1. For exact location of openings see other sheets.

2. Location and size of manholes may be modified as
directed by the Engineer, provided minimum dimensions
are maintained.
reinforcement shown on other sheets.
devices.

PART PLAN

SECTION D-D

SECTION E-E

SECTION THROUGH FRAME

SECTION THROUGH FRAME & COVER

DECK ACCESS OPENING

GIRDER STEM ACCESS OPENINGSIDEWALK ACCESS OPENING

TOP OF MANHOLE COVER

TOP OF MANHOLE FRAME & COVER

FOR SIDEWALKS

ELEVATION F-F

SECTION C-C
D
E
FF
CC
DETAIL U41DETAIL U42
DETAIL U44

NON-ROCKING MANHOLE FRAME & COVER

FOR DECKS
DETAIL U45
DETAIL U46

BAR STEP

LADDER RUNG DETAILS
DETAIL U43

MANHOLE FRAME & COVER
x 8'-0"

STATE OF CALIFORNIA
Step inserts may be substituted for the standard step1. on one side of Section E-E.
3"
@ 9

HALF SECTION E-E
D
E
2-#6
#4
Min
1'-0"
Max
2'-6"
2-#8
4"7"
3"
ƒ" Ø Galvanize after fabrication
1'-2"
1‚"

3. All reinforcement detailed to be placed in addition to #8
#6
#6
2'-0"#6
adjacent to a diaphragm or abut,
substitute half Section E-E
#6
#4
1'-6"
Space ladder rung @ 12
Min
6"
Min
6"
2'-0" Dia OPENING NEAREST SUPPORT

BEND BARS

TO CLEAR
GIRDER

AT OPENING AS SHOWN

AT OPENING
TOTAL 4
GIRDER
GIRDER
2'-0" Min Dia CLEAR OPENING
2'-0" Dia CLEAR OPENING
TO APPEAR ON EXPOSED SURFACES.

LETTERS 1" HIGH. NO OTHER INSCRIPTION
DECK Reinf TO BE STOPPED

1. Frame and cover shall be cast iron.

2. Cover shall be supplied with bolt down or locking

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION
NOTES:

NOTES:

NOTE:

NOTES:

NO SCALE

UTILITY DETAILS

COUNTYROUTEPOST MILES

TOTAL PROJECT

SHEETTOTAL
SHEETS

PLANSAPPROVALDATE
No.

Exp.

REG ISTERED

P
R
O
F
E
S
S
I
O
N
A
L

ENGINEER
STAT
E
O
F

C
A
L
IF
O
R
N
IA

REGISTERED CIVIL ENGINEER
CIVIL
DistNo.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

6-16-16
C57519
12-31-17
Peter W. Norboe
on openings for utilities the letter "U".
letter "S"; on storm drain structures the letter "D";
Covers for use on sewer structures shall bear the2.

REVISED STANDARD PLAN RSP B7-11
2015 REVISED STA N D ARD PLA N RSP B7-11
.

July 15, 2016

TO ACCOMPANY PLANS DATED
DATED OCTOBER 30, 2015 - PAGE 308 OF THE STANDARD PLANS BOOK DATED 2015.

Bakersfield City CouncilJanuary 22, 2025

Bakersfield City Council
January 22, 2025