25-04_drawings_bid_set.pdf

PDF 25 MB Posted Apr 27, 2026

Attached to: Spec No. 25-04, C51679, Agricultural Road Crossing No. 4 (ARC 4) Fish Passage Tule Canal, Yolo Bypass
Solicitation number: 0000039075
Issued by: Yolo County, California

About this file

Written by GovTribe AI · May 4, 2026

This is a comprehensive bid set of drawings and specifications for a state and local construction contract issued by the California Department of Water Resources (DWR), Division of Engineering, under the California Natural Resources Agency. The project involves the design and construction of Agricultural Road Crossing No. 4 (ARC4), a fish passage bridge crossing over the Tule Canal in the Yolo Bypass near Sacramento. The project scope includes furnishing, erecting, and constructing a precast prestressed concrete bridge with a steel pipe pile foundation; removing existing culverts and crossing structures; installing temporary cofferdam and dewatering systems; placing rock slope protection (RSP) material and RSP fabric; installing environmental exclusion fencing and turbidity curtains; relocating surplus RSP material; installing irrigation pipes along bridge outsides and on channel slopes; and improving connecting roads on both the east and west sides. The bridge is designed as an 80-foot structure (40-foot spans) with two precast prestressed voided concrete slab spans supported by three bents/abutments, incorporating 16-inch steel pipe piles and approach slabs. The project documentation includes 43 sheets of civil and structural drawings with detailed plans, sections, elevations, and specifications for all major components including foundations, structural details, drainage systems, and temporary construction measures.

The drawings set forth comprehensive design criteria, material specifications, and construction sequencing instructions necessary for project execution. Key structural elements include precast/prestressed voided concrete slabs with a specified compressive strength of 4,000 PSI at 28 days, reinforcing steel conforming to ASTM A615 Grade 60, and 270 KSI low-relaxation prestressing strands per ASTM A416. The project incorporates seismic design considerations with an acceleration response spectrum per Caltrans Seismic Design Criteria (Version 2.0), and includes hydrodynamic load calculations for inundated bridge decks based on FHWA criteria. Stage construction sequencing is detailed across two stages with specific demolition, excavation, cofferdam installation, pile and abutment construction, bridge assembly, and final grading procedures. Construction details address environmental protection through temporary fencing and turbidity control measures, bridge deck joint seals with specific movement ranges, structure approach slab drainage systems, and water pipe bracket assemblies for existing irrigation infrastructure to be preserved. Geotechnical investigation logs from test borings are included to support foundation design. All work must comply with federal, state, and local regulations, with contractor responsibility for haul route planning, traffic control, utility coordination, and site-specific field verification of existing conditions prior to construction commencement.

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25-04_summary_of_work.pdf	PDF	Apr 27, 2026
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25-04_specs_info_only_paper.pdf	PDF	Apr 27, 2026
25-04_notice_to_contractors.pdf	PDF	Apr 27, 2026

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DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

CALIFORNIA NATURAL RESOURCES AGENCY

STATE WATER FACILITIES

SPECIFICATION NO. 25-04

STATE OF CALIFORNIA

DIVISION OF INTEGRATED SCIENCE AND ENGINEERING

Woodland

Davis

Sacramento

El Dorado Hills

Roseville

Lincoln

Auburn

Colfax

Yuba City

VICINITY MAP

TULE CANAL - YOLO BYPASS

- FISH PASSAGE

AGRICULTURAL ROAD CROSSING NO. 4 (ARC4)

EXISTING CROSSING PHOTO

SCOPE OF WORK

ARC 4 ROAD CROSSING BRIDGE

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

DATE:

REV. SUB. APP.DESCRIPTION

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

APPROVED:

THINK SAFETY -

ACT SAFELY

VI=

12-MAR-2026

Print.Styles 22x34.PEN

001 G-10125-04

LOCATION MAP

SAN

FRANCISCO

LOS ANGELES

SAN DIEGO

EUREKA

LOCATION

GENERAL

MANAGER, DESIGN

SACRAMENTO

S E

C R

U O

S E

RETAW FO T

N E

M T

R A

P E

A I

OFILAC F

O E

T A

T S

CROSSING AS SHOWN.

REMOVE EXISTING CULVERTS UNDERNEATH THE EXISTING -

REMOVE EXISTING CROSSING AS SHOWN.-

REMOVE EXISTING METAL PILES AS SHOWN.-

IMPROVE ROADS THAT CONNECT TO THE BRIDGE.-

AND UNDERGROUND.

INSTALL IRRIGATION PIPES ALONG OUTSIDES OF BRIDGE -

AND ON THE SLOPE OF CHANNEL AS SHOWN.

RSP MATERIAL WILL BE REUSED AT THE BRIDGE ABUTMENTS

SURCHARGE MATERIAL ON SITE. THE EXISTING SURCHARGE

REMOVE, STOCKPILE, AND PLACE THE EXISTING RSP -

CONCRETE BRIDGE WITH STEEL PIPE PILE FOUNDATION.

FURNISH, ERECT AND CONSTRUCT PRECAST PRESTRESSED -

DEWATER.-

INSTALL AND REMOVE TEMPORARY COFFERDAM.-

RSP SURCHARGE MATERIAL.

REMOVAL AND RELOCATION OF SURPLUS ON SITE EXISTING

SLOPE PROTECTION (RSP) MATERIAL, WHICH INCLUDES THE

REMOVAL AND RELOCATION OF SURPLUS EXISTING ROCK -

INSTALL AND REMOVE TURBIDITY CURTAIN.-

FENCING.

INSTALL AND REMOVE ENVIRONMENTAL EXCLUSION -

PROJECT INCLUDES THE FOLLOWING:

CROSSING 4

AGRICULTURAL ROAD

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/18/2026

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

12-MAR-2026

Print.Styles 22x34.PEN

SUBMITTED:

DESIGNED: CHECKED:

DRAWN: REVIEWED:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

Print.Color 22x34.tbl

E T

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

P E

25-04

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

DIVISION OF INTEGRATED SCIENCE AND

STATE WATER FACILITIES

ENGINEERING

DRAWING NO. SHEET TITLE

G-101

G-102

G-103

G-104

G-105

G-106

C-102

C-103

ABBREVIATIONS

NOTES AND SYMBOLS

S-103

S-104

S-105

S-106

1 OF 2ABUTMENT LAYOUT

2 OF 2ABUTMENT LAYOUT

S-107

S-102

S-109

S-110

S-111

S-112

S-113

2 OF 2PC/PS VOIDED CONCRETE SLAB DETAILS

S-108

S-115

S-116

S-117

S-118

S-114

GENERAL PLAN

STRUCTURAL NOTES 2 OF 2

FOUNDATION PLAN

PC/PS VOIDED SLAB LAYOUT

1 OF 2PC/PS VOIDED CONCRETE SLAB DETAILS

BRIDGE DECK JOINT SEAL

LIST OF DRAWINGS

G-108008

EXISTING FACILITIES AND DEMOLITION PLAN

C-104

LIST OF DRAWINGS

PROFILES AND SECTIONS 1 OF 2

PROFILES AND SECTIONS 2 OF 2

DECK CONTOURS

BENT LAYOUT

1 OF 2BENT DETAILS

STEEL PIPE PILE DETAILS

S-119

S-120

S-121

S-122

STRUCTURE APPROACH DRAINAGE DETAILS

GENERAL

CIVIL

STRUCTURAL

CIVIL

SHEET NO.

LIST OF DRAWINGS

C-101

S-101

BRIDGE ABUTMENT EXCAVATION PLAN AND SECTIONS

S-100

1 OF 2MISCELLANEOUS DETAILS

2 OF 2MISCELLANEOUS DETAILS038

BRIDGE ABUTMENT BACKFILL PLAN AND SECTIONS 1 OF 2

BRIDGE ABUTMENT BACKFILL PLAN AND SECTIONS 2 OF 2

EAST SIDE ROAD SITE PLAN

WEST SIDE ROAD SITE PLAN011

C-105

C-106

STAGE CONSTRUCTION - TEMPORARY COFFERDAM

002 G-102

GENERAL PLAN

C-107

C-108

C-109

C-110

009 V-101 SURVEY CONTROL

SURVEY/MAPPING

C-111

TURBIDITY CURTAIN (HEAVY DUTY TYPE 3 PERMEABLE)

REG. C.E. No. 77948

YALING LIU

REG. C.E. No. 62826

YALING LIU

1 OF 2STRUCTURAL NOTES

TULE CANAL - YOLO BYPASS

HAUL ROUTE SITE PLAN 2 OF 2

G-107007

HAUL ROUTE SITE PLAN 1 OF 2

ENVIRONMENTAL EXCLUSION FENCING AND TURBIDITY CURTAIN PLAN

ENVIRONMENTAL EXCLUSION FENCING DETAILS

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

COVER SHEET, LOCATION MAP AND VICINITY MAP

KEENAN A. BOOKER

1 OF 2ABUTMENT DETAILS

2 OF 2ABUTMENT DETAILS

2 OF 2BENT DETAILS

STRUCTURE APPROACH SLAB

1 OF 2ING LOG OF TEST BOR

2 2 OF LOG OF TEST BORING

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

2 3 4 5 6 71

SHEET NO. REVISION

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

SUBMITTED:

DESIGNED:

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

Print.Color 22x34.tbl

WWF -------------- WELDED WIRE FABRIC

WP ----------------- WORKING POINT

WS ----------------- WATER SURFACE

WCL --------------- WEST SIDE ROAD CENTER LINE

W ------------------- WIDTH

W/ ------------------ WITH

VCP ---------------- VITREOUS CLAY PIPE

VC ------------------ VERTICAL CURVE

VERT -------------- VERTICAL

USC & GS -------- UNITED STATES COAST AND GEODETIC SURVEY

USACE ------------ UNITED STATES ARMY CORPS OF ENGINEERS

UNO --------------- UNLESS NOTED OTHERWISE

UG ----------------- UNDERGROUND

TOS ---------------- TOP OF SLAB

TOF ---------------- TOP OF FOOTING

TOC ---------------- TOP OF CONCRETE

TDH ---------------- TOTAL DYNAMIC HEAD

T & B --------------- TOP AND BOTTOM (REINFORCEMENT DRAWINGS)

TYP ---------------- TYPICAL

TRD ---------------- TREAD

T -------------------- TANGENT OR TOP (REINFORCEMENT DRAWINGS)

SMH --------------- SEWER MANHOLE

SIM ----------------- SIMILAR

SHT'G ------------- SHEATHING

SYMM ------------- SYMMETRICAL

STRUCT ---------- STRUCTURAL

STR ---------------- STRUCTURE

STL ---------------- STEEL

STIFF -------------- STIFFENER

STD ---------------- STANDARD

STA ---------------- STATION

SST ---------------- STAINLESS STEEL

SQ ------------------ SQUARE

SPECS ------------ SPECIFICATIONS

SP ------------------ SPACES

SOG --------------- SLAB ON GRADE

SHT ---------------- SHEET

SCH ---------------- SCHEDULE

S= ------------------ SLOPE

S -------------------- SECTION MODULUS

RSP ---------------- ROCK SLOPE PROTECTION

RO ------------------ ROUGH OPENING

RC ------------------ REINFORCED CONCRETE

RCP ---------------- REINFORCED CONCRETE PIPE

R/W ---------------- RIGHT OF WAY

RWD --------------- REDWOOD

RT ------------------ RIGHT

RM ----------------- ROOM

REQ'D ------------- REQUIRED

REINF ------------- REINFORCEMENT

REF ---------------- REFERENCE

RD ------------------ ROAD

RAD ---------------- RADIUS

R -------------------- RISER

PVC ---------------- POLYVINYL CHLORIDE

PP ------------------ POWER POLE

POT ---------------- POINT ON TANGENT

PI ------------------- POINT OF INTERSECTION

PG&E -------------- PACIFIC GAS AND ELECTRIC COMPANY

PVMT -------------- PAVEMENT

PT ------------------ POINT

SYMBOLS

@ --------------- AT

" --------------- SECONDS OR INCHES

LC --------------- CENTERLINE

--------------- SURVEY CONTROL MONUMENT OR DEFLECTION

° --------------- DEGREES

' --------------- MINUTES OR FEET

--------------- ROUND, DIAMETER

--------------- SQUARE

--------------- PLATE

# --------------- NUMBER OR POUND

ABBREVIATIONS

--------------- PLUS OR MINUS

003 G-103

REG. C.E. No. 62826

YALING LIU

DRAWING NO.

ENGINEERING

TULE CANAL - YOLO BYPASS

STATE WATER FACILITIES

ABBREVIATIONS

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

P E

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

CHECKED:

REVIEWED:

REG. C.E. No. 77948

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

PSI ----------------- POUNDS PER SQUARE INCH

PSF ---------------- POUNDS PER SQUARE FOOT

PLYWD ------------ PLYWOOD

PJP ---------------- PARTIAL JOINT PENETRATION

PC/PS ------------- PRECAST/PRESTRESSED

O-O ----------------- OUT - OUT

OH ------------------ OPPOSITE HAND

OG ------------------ ORIGINAL GROUND

OD ------------------ OUTSIDE DIAMETER

OPP ---------------- OPPOSITE

OPNG -------------- OPENING

OC ------------------ ON CENTER

NTS ---------------- NOT TO SCALE

NMFS -------------- NATIONAL MARINE FISHERIES SERVICE

NIC ----------------- NOT IN CONTRACT

NGVD -------------- NATIONAL GEODETIC VERTICAL DATUM

NF ------------------ NEAR FACE

NAVD -------------- NORTH AMERICAN VERTICAL DATUM

NO ------------------ NUMBER

MT ------------------ METAL THRESHOLD

MR ------------------ MOVEMENT RATING

MLLW -------------- MEAN LOWER LOW WATER

MIR ----------------- MIRROR IMAGE

MHHW-------------- MEAN HIGHER HIGH WATER

MH ------------------ MANHOLE

MBGR -------------- METAL BEAM GUARD RAILING

MIN ----------------- MINIMUM

MFR ---------------- MANUFACTURER

MET ---------------- METAL

MECH -------------- MECHANICAL

MAX ---------------- MAXIMUM

MATL -------------- MATERIAL

MAINT ------------- MAINTENANCE

LRFD --------------- LOAD AND RESISTANCE FACTOR DESIGN

LP ------------------- LOW POINT

LLT ----------------- LOW LOW TIDE

LT ------------------- LEFT OR LIGHT

LONGIT ------------ LONGITUDINAL

LOL ----------------- LAYOUT LINE

L OR LGTH ------- LENGTH

LBS ----------------- POUNDS

JT ------------------- JOINT

IRRI ---------------- IRRIGATION

INT ----------------- INTERIOR

ID ------------------- INSIDE DIAMETER

I --------------------- MOMENT OF INERTIA

INV ----------------- INVERT

INCL --------------- INCLUDING

IN ------------------- INCHES

ICRI ---------------- INTERNATIONAL CONCRETE REPAIR INSTITUTE

HVAC -------------- HEATING, VENTILATION & AIR CONDITIONING

HP ------------------ HIGH POINT

HR ------------------ HANDRAIL

HHT --------------- HIGH HIGH TIDE

HDR ---------------- HEADER

HT ------------------ HEIGHT

HR ------------------ HOUR

HOR ---------------- HORIZONTAL

HEX ---------------- HEXAGON

HWY --------------- HIGHWAY

HD ------------------ HEAD

GYP. BD ---------- GYPSUM BOARD

GR ------------------ GUARDRAIL

GD ------------------ GUTTER DRAIN

GB ------------------ GRADE BREAK

GALV -------------- GALVANIZED

GA ------------------ GAUGE

FHMS -------------- FLAT HEAD MACHINE SCREW

FH ------------------ FLAT HEAD

FG ------------------ FINISHED GRADE

FD ------------------ FLOOR DRAIN

FB ------------------ FLAT BAR

FL OR FLR ------- FLOOR

FIN ----------------- FINISHED

FTG ---------------- FOOTING

FT ------------------ FEET

f'c ------------------- 28-DAY COMPRESSIVE STRENGTH

EXT ---------------- EXTERIOR

EW ----------------- EACH WAY (REINFORCEMENT DRAWINGS)

EVC ---------------- END VERTICAL CURVE

EP ------------------ EDGE OF PAVEMENT

EOL ---------------- END OF LINE

EFEW ------------- EACH FACE EACH WAY

EF ------------------ EACH FACE (REINFORCEMENT DRAWINGS)

EC ------------------ END CURVE

EXP JT ------------ EXPANSION JOINT

EXP ---------------- EXPANSION

EXIST ------------- EXISTING

EQUIV ------------- EQUIVALENT

EQUIP ------------- EQUIPMENT

EQ ----------------- EQUAL

ELEV OR EL ----- ELEVATION

ELECT ------------ ELECTRICAL

ECL ---------------- EAST SIDE ROAD CENTER LINE

EB ------------------ END OF BRIDGE

EA ------------------ EACH

(E) ------------------ EXISTING

DWR --------------- DEPARTMENT OF WATER RESOURCES

DTI ----------------- DIRECT TENSION INDICATORS

DS ------------------ DOWNSPOUT

DL ------------------ DEAD LOAD

DI ------------------- DROP INLET

DF-L --------------- DOUGLAS FIR-LARCH

DFW --------------- CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

DF ------------------ DOUGLAS FIR

DWN --------------- DOWN

DWG -------------- DRAWING

DIM ----------------- DIMENSION

DET ---------------- DETAIL

D OR DIA --------- DIAMETER/PENNYWEIGHT

CY ------------------ CUBIC YARD

CO ----------------- CLEAN OUT

CMU --------------- HOLLOW CONCRETE MASONRY UNITS

CMP --------------- CORRUGATED METAL PIPE

CLSM -------------- CONTROLLED LOW STRENGTH MATERIAL

CJ ------------------ CONSTRUCTION JOINT OR CONTROL JOINT

CIP ----------------- CAST IRON PIPE

CIDH --------------- CAST IN DRILLED HOLE

CG ------------------ CENTER OF GRAVITY

CCP ---------------- CONCRETE CYLINDER PIPE

CCJ ---------------- CRACK CONTROL JOINT

CBC ---------------- CALIFORNIA BUILDING CODE

CSK ---------------- COUNTERSUNK

CONT -------------- CONTINUOUS

CONC ------------- CONCRETE

COLS -------------- COLUMNS

CLR ---------------- CLEAR

CL ------------------ CENTER LINE

CHKR ------------- CHECKER

CEM --------------- CEMENT

CFS ---------------- CUBIC FEET PER SECOND

CC ----------------- CENTER TO CENTER

BVC ---------------- BEGIN VERTICAL CURVE

BP ------------------ BASE PLATE

BOL ---------------- BEGINNING OF LINE

BO ------------------ BLOCKOUT

BC ------------------ BEGIN CURVE

BAB ---------------- BOTTOM ALTERNATE BENT (REINFORCEMENT DRAWINGS)

BRG ---------------- BEARING

BOT ---------------- BOTTOM

BLDG -------------- BUILDING

BETW ------------- BETWEEN

BB ------------------ BEGINNING OF BRIDGE

AWWA ------------- AMERICAN WATER WORKS ASSOCIATION

AWS --------------- AMERICAN WELDING SOCIETY

ASTM -------------- AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASCE -------------- AMERICAN SOCIETY OF CIVIL ENGINEERS

APPROX ---------- APPROXIMATELY

APA ---------------- AMERICAN PLYWOOD ASSOCIATION

AISC --------------- AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ACI ----------------- AMERICAN CONCRETE INSTITUTE

A/C ----------------- AIR CONDITIONING

AC ------------------ ASPHALT CONCRETE

AB ------------------ ANCHOR BOLT OR AGGREGATE BASE

ARCH -------------- ARCHITECTURAL

APPROX ---------- APPROXIMATE

ALUM -------------- ALUMINUM

ALT ---------------- ALTERNATE

AGG --------------- AGGREGATE

ADJ ---------------- ADJUSTABLE

ACST -------------- ACOUSTIC

ABUT -------------- ABUTMENT

AND TRANSPORTATION OFFICIALS

AASHTO ---------- AMERICAN ASSOCIATION OF STATE HIGHWAY

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

DESIGNED:

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

Print.Color 22x34.tbl

E T

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

GENERAL NOTES

SECTION CALLOUT

# KEYED NOTE

EXIST UTILITY POLE

EXIST OVERHEAD ELECTRICOH

1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS

APPLICABLE TO ALL WORK PERFORMED.

3.THE CONTRACTOR SHALL PREPARE AND SUBMIT A HAUL ROUTE PLAN AND ANY ASSOCIATED TRAFFIC CONTROL REQUIREMENTS IN COMPLIANCE WITH LOCAL

AND STATE AGENCY STANDARDS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND MAINTAINING ALL WARNING SIGNS, DEVICES, AND FEATURES NECESSARY TO PROTECT THE

HEALTH AND SAFETY OF THE GENERAL PUBLIC AND WORKERS WHILE PROVIDING FOR THE PROPER AND SAFE ROUTING OF VEHICULAR TRAFFIC DURING THE

PERFORMANCE OF WORK.

PROTECTION

ROCK SLOPE

NOTES AND SYMBOLS

CONCRETE

FINISH GRADE

STAGING AREAS

CONTOURS - MAJOR

CONTOURS - MINOR

VIEW

SHEET

EXCAVATION CLSM

004 G-104

REG. C.E. No. 62826

YALING LIU

IRRI IRRIGATION WATER PIPE

COMMON BACKFILL

SYMBOLS AND LEGENDS

PERMEABLE BASE

CEMENTITIOUS TREATED

ENGINEERING

TULE CANAL - YOLO BYPASS

COMPACTED BACKFILL

MATERIALS

COMPACTED SELECT

ROCK (MINUS 6")

TOP

TOE

MENGQIAN S. HUANG

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

OF ANY DISCREPANCIES.

EXISTING GRADE MAY VARY FROM ELEVATIONS SHOWN. FIELD VERIFY PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR MUST NOTIFY THE ENGINEER

SHALL BE PROTECTED FROM CONSTRUCTION EQUIPMENT AND OPERATIONS.

ANY DISCREPANCIES. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO LOCATE UTILITIES TO BE PROTECTED OR REMOVED. ALL EXISTING UTILITIES

LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY DWR OF

THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND MAY NOT BE COMPLETE AS SHOWN IN THESE PLANS. THE ACTUAL DIMENSIONS, SIZES, 5.

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

25-04

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

SLOPE INDICATOR

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

I R

R I

I R

R I

I R

R I

I R

R I

I R

R I

I R

R I

I R

R I

I R

R I

0 5 10

(E) ROAD

ECL1

ECL3

ECL2

ECL4

:1 V

T Y P

H :1

ELEV 16.75'

E 6680070.55

N 1976355.83

END OF BRIDGE

LIMIT OF CUT

FLOWTULE CANAL

TYP

SELECT MATERIALS

EDGE OF COMPACTED

EAST SIDE ROAD

1 2 3 4 5 6 7

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

12-MAR-2026

Print.Styles 22x34.PEN

C-101

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

Print.Color 22x34.tbl

E T

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

EAST SIDE ROAD

SITE PLAN

ECL5

C-104

ELEV 15.65'

E 6680123.99

N 1976326.66

POINT NORTHING EASTING

ECL1 1976485.54 6680069.31

ECL2 1976399.47 6680091.37

ECL3 1976361.50 6680105.34

ECL4 1976288.72 6680119.32

ECL5 1976199.78 6680127.03

NOTE: ROAD PROFILE SEE DWG C-103.

STATION

20+00.00

20+88.85

21+29.31

22+03.42

22+92.70

ELEV 16.80'

E 6680078.05

N 1976371.99

ELEV 16.36'

E 6680082.79

N 1976342.88

YALING LIU

REG. C.E. No. 62826

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

H :1

T Y P

H :1

T Y P

PROTECT IN PLACE

PLATFORM

SERVICE

(E) ELECTRICAL

PROTECT IN PLACE

(E) STAIR

PROTECT IN PLACE

(E) UTILITY PIPES, TYP

POWER LINES, TYP

(E) OVERHEAD

PROTECT IN PLACE

(E) POWER POLE

BY PG&E

POWER LINES

NEW OVERHEAD

C L

R O

S S

EAST SIDE ROAD SITE PLAN

SCALE: 1" = 10'-0"

P1 P2

P7 P6

STA 11+11.33

EDGE OF RSP

POINT NORTHING EASTING

P2 6680064.85

1976372.91 6680073.13

1976385.17

1976416.78

1976413.56

6680059.15

6680039.41

1976316.12

1976320.45

6680056.97

6680083.51

1976338.80

RSP COORDINATES

6680081.19

TO EXISTING ROAD

CONFORM ELEV

E 6680163.52

N 1976402.29

TO EXISTING ROAD

CONFORM ELEV

E 6680164.36

N 1976409.96

TO EXISTING ROAD

CONFORM ELEV

E 6680131.65

N 1976199.96

TO EXISTING ROAD

CONFORM ELEV

E 6680073.41

N 1976486.70

TO EXISTING ROAD

CONFORM ELEV

E 6680065.20

N 1976484.38

LIMIT OF FILL, TYP

ECL STA 21+29.31

L=C BRIDGE STA 11+66.99

20+00

20+50

21+0

21+50 22+00

22+50

SEE C-102

MATCH LINE STA 10+80.00

DIVISION OF INTEGRATED SCIENCE AND

STATE WATER FACILITIES

ENGINEERING

TULE CANAL - YOLO BYPASS

SPEC. NO. SHEET NO. REVISION DRAWING NO.

PROTECT IN PLACE

(E) STAIR

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC,

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC,

EAST SIDE ROAD CENTER LINE (ECL) COORDINATES

ELEV 16.57'

E 6680084.86

N 1976449.59

BEGIN CURVE

ELEV 15.92'

E 6680146.75

N 1976398.97

BEGIN CURVE

ELEV 16.26'

E 6680084.33

N 1976337.35

BEGIN CURVE

ELEV 15.72'

E 6680079.88

N 1976414.89

BEGIN CURVE

ELEV 16.00'

E 6680133.63

N 1976411.58

END CURVE

ELEV 15.92'

E 6680118.95

N 1976359.30

END CURVE

ELEV 15.47'

E 6680114.63

N 1976282.50

END CURVE

ELEV 16.88'

E 6680077.75

N 1976377.72

END CURVE

EAST SIDE ROAD CL (ECL)

BRIDGE

SEE DWG S-101

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

EASEMENT

PERMANENT ACCESS

PERMANENT EASEMENT

CONSTRUCTION)

EASEMENT (LIMIT OF

TEMPORARY CONSTRUCTION

(LIMIT OF CONSTRUCTION)

TEMPORARY CONSTRUCTION EASEMENT

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

CURVE I.D.

CURVE INFORMATION

LENGTH (FT)

RADIUS (FT) TANGENT (FT) DELTA

TABLE 3

TABLE 1

54.00 65.84 37.71

35.00 53.50 33.55

70.00 19.33

80.00 64.39 34.05

37.73

TABLE 2

TO EXISTING ROAD

CONFORM ELEV

E 6680123.16

N 1976199.40

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

I R

R I

I R

R I

I R

R I

I R

R I

I R

R I

I R

R I

I R

R I

0 5 10

(E) ROAD

WCL2

WCL3

WCL5

WCL4

WCL6

:1 V

ELEV 15.45'

E 6679919.92

N 1976377.41

ELEV 14.04'

E 6679941.30

N 1976266.00

ELEV 17.07'

E 6679991.60

N 1976342.92

BEGINNING OF BRIDGE

TULE CANAL FLOW

TYP

SELECT MATERIALS

EDGE OF COMPACTED

WEST SIDE ROAD

1 2 3 4 5 6 7

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

12-MAR-2026

Print.Styles 22x34.PEN

C-102

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

Print.Color 22x34.tbl

E T

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

WEST SIDE ROAD

SITE PLAN

C-104

WCL1

ELEV 14.00'

E 6679963.38

N 1976238.43

POINT NORTHING EASTING

6679881.57WCL1 1976380.97

WCL2 1976373.18 6679911.60

1976360.38 6679937.28WCL3

WCL4 1976268.90 6679948.77

WCL6 1976194.98 6679973.13

NOTE: ROAD PROFILE SEE DWG C-103.

STATION

30+31.02

30+59.72

31+51.92

31+73.46

32+29.81

WCL5 1976248.05 6679954.18

C-104

ELEV 17.09'

E 6679977.81

N 1976361.42

ELEV 16.58'

E 6679984.10

N 1976326.78

YALING LIU

REG. C.E. No. 62826

H :1

V T Y P

PROTECT IN PLACE

(E) PUMP PLATFORM

WEST SIDE ROAD SITE PLAN

SCALE: 1" = 10'-0"

C L E

C R

O S S

STA 0+71.25

EDGE OF RSP

POINT NORTHING EASTING

RSP COORDINATES

6680016.54

6679982.52

6679980.51

6679977.55

6679998.751976408.19

1976361.99

1976318.60

1976303.97

1976309.52

TO (E) ROAD

CONFORM ELEV

E 6679970.06

N 1976403.52

TO (E) CROSSING

CONFORM ELEV

E 6679962.24

N 1976401.11

ELEV 17.02''

E 6679979.35

N 1976355.89

TO EXISTING ROAD

CONFORM ELEV

E 6679977.52

N 1976196.67

TO (E) ROAD

CONFORM ELEV

E 6679935.13

N 1976392.56

TO EXISTING ROAD

CONFORM ELEV

E 6679969.42

N 1976193.55

TO EXISTING ROAD

CONFORM ELEV

E 6679885.01

N 1976396.17

TO EXISTING ROAD

CONFORM ELEV

E 6679882.42

N 1976384.87

TO EXISTING ROAD

CONFORM ELEV

E 6679880.61

N 1976376.57

=C BRIDGE STA 10+00.00

WCL STA 30+85.69

SEE C-101

MATCH LINE STA 0+80.00

30+00

30+50

31+00

31+50

32+0

DIVISION OF INTEGRATED SCIENCE AND

STATE WATER FACILITIES

ENGINEERING

TULE CANAL - YOLO BYPASS

SPEC. NO. SHEET NO. REVISION DRAWING NO.

30+00.00

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC,

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC,

WEST SIDE ROAD CL (WCL)

WEST SIDE ROAD CENTER LINE (WCL) COORDINATES

ELEV 14.20'

E 6679958.27

N 1976268.32

END CURVE

ELEV 15.37'

E 6679928.56

N 1976332.67

END CURVE

ELEV 15.37'

E 6679897.37

N 1976371.53

BEGIN CURVE

ELEV 14.44'

E 6679930.68

N 1976305.12

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

(LIMIT OF CONSTRUCTION)

TEMPORARY CONSTRUCTION EASEMENT

PERMANENT EASEMENT

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

IN PLACE

PROTECT

(E) ROAD

TO EXISTING ROAD

CONFORM ELEV

E 6679910.96

N 1976393.01

FUTURE PROJECT

CONSTRUCTED BY

PIPELINES TO BE

(E) PIPELINES

(LIMIT OF CONSTRUCTION)

TEMPORARY CONSTRUCTION EASEMENT

CURVE I.D.

CURVE INFORMATION

LENGTH (FT)

RADIUS (FT) TANGENT (FT) DELTA

44.00 52.96 30.22

TABLE 1

50.00 62.94 36.41

TABLE 2

TABLE 3

ELEV 16.48'

E 6679984.40

N 1976321.05

BEGIN CURVE

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

0 10 20

3+002+001+000+00

BRIDGE

DWG G-108

EXISTING CROSSING

DWG G-108

0 10 20

DWG G-108

EAST SIDE ROAD

WEST SIDE ROAD

CL BRIDGE

S=0.017S=0.027

0 10 20

0 2.5 5

ELEV 17.07'

STA 10+51.74

BEGINNING OF BRIDGE

ELEV 16.75'

STA 11+31.74

END OF BRIDGE

ELEV 16.38'

S=0.012S=0.003

S=0.021

ELEV 15.59'

ELEV 14.16'

S=0.004

S=0.009

LIMIT OF COMPACTED SELECT MATERIALS

SELECT MATERIALS

LIMIT OF COMPACTED

PROFILES AND SECTIONS

1 2 3 4 5 6 7

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

12-MAR-2026

Print.Styles 22x34.PEN

C-103

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

Print.Color 22x34.tbl

E T

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

ELEV 15.82'

ELEV 15.43'

S=0.002

ELEV 15.73'

ELEV 15.99'

ELEV 16.18'

ELEV 15.42'

S=0.016 S=0.005

S=0.007

S=0.010

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

SEE DWG C-107

COMPACTED BACKFILL DETAIL

(TRANSITION TO 2:1 SLOPE UNDER BRIDGE)

2:1 SLOPE OR MATCH APPROX EXISTING

RSP AND RSP FABRIC DETAIL

(TRANSITION TO 2:1 SLOPE UNDER BRIDGE)

2:1 SLOPE OR MATCH APPROX EXISTING

RSP AND RSP FABRIC DETAIL

YALING LIU

SEE DWG C-107

COMPACTED BACKFILL DETAIL

SEE DWG C-107

COMPACTED BACKFILL DETAIL

10+00 11+00 12+009+00 13+00

20+00 21+00

22+00 23+00

30+00 31+00 32+00 33+00

SEE DWG G-108

CONTROL POINTS

FG ELEV 4'

DIVISION OF INTEGRATED SCIENCE AND

STATE WATER FACILITIES

ENGINEERING

TULE CANAL - YOLO BYPASS

SPEC. NO. SHEET NO. REVISION DRAWING NO.

COMPACTED BACKFILL

SCALE: 1" = 20'-0"

1" = 5' V

SCALE: 1" = 20' H

REG. C.E. No. 62826

1" = 5' V

SCALE: 1" = 20' H

NOTE:

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

BE PLACED AT DESIGNED ELEV.

TOTAL 1' COMPACTED SELECT MATERIALS TO

1. EXCAVATION LIMIT AS NEEDED TO ALLOW

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

MENGQIAN S. HUANG

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

3" THICK UPPER AGGREGATE BASE

COMPACTED SELECT MATERIALS -

AND RSP FABRIC

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

AND RSP FABRIC

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

AND RSP FABRIC

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

AND RSP FABRIC

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

AND RSP FABRIC

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

AND RSP FABRIC

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

C-107 AND S-117.

FABRIC, SEE DWGS

RSP AND RSP

SEE DWG G-107 NOTE 1

(E) CROSSING EXCAVATION

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

STA (FT)

10+52.99 11+30.49

ELEV 16.91'

STA 10+91.74

MIDDLE OF BRIDGE

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

3" THICK

COMPACTED SELECT MATERIALS -

UPPER AGGREGATE BASE

3" THICK

COMPACTED SELECT MATERIALS -

UPPER AGGREGATE BASE

3" THICK UPPER AGGREGATE BASE

COMPACTED SELECT MATERIALS -

3" THICK

COMPACTED SELECT MATERIALS -

UPPER AGGREGATE BASE

3" THICK

COMPACTED SELECT MATERIALS -

UPPER AGGREGATE BASE

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

PROFILES AND SECTIONS

0 10 20

DWG C-101

1 2 3 4 5 6 7

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

12-MAR-2026

Print.Styles 22x34.PEN

C-104

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

Print.Color 22x34.tbl

E T

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

S=2% + * S=2% + *

TYPICAL ROAD SECTIONS

0 2 4" = 1'-0"4

SCALE:

(E) CROSSING SECTION

0+00 1+00

COMPACTED SUBGRADE

(E) CROSSING EXCAVATION

COMPACTED SUBGRADE

EXCAVATION

SUBGRADE

COMPACTED

SUBGRADE

COMPACTED

0 10 20

DWG C-101

0 10 20

DWG C-101

0 10 20

DWG C-101

0 10 20

DWG C-101

0 10 20

DWG C-101

0 10 20

DWG C-102

0 10 20

DWG C-102

0 10 20

DWG C-102

0 10 20

DWG C-102

EAST SIDE ROAD SECTION EAST SIDE ROAD SECTION

EAST SIDE ROAD SECTION EAST SIDE ROAD SECTION EAST SIDE ROAD SECTION

WEST SIDE ROAD SECTION WEST SIDE ROAD SECTION WEST SIDE ROAD SECTION

WEST SIDE ROAD SECTION

FOR DETAIL, TYP.

SEE TYPICAL ROAD SECTIONS

SUBGRADE

COMPACTED

0 10 20

DWG C-102

WEST SIDE ROAD SECTION

COMPACTED SUBGRADE

1+000+00

STATION (FT)

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

E L

E V

A T

STATION (FT)

YALING LIU

LANDSIDE

WATERSIDE

FG ELEV 4.0'

ENGINEERING

TULE CANAL - YOLO BYPASS

SPEC. NO. SHEET NO. REVISION DRAWING NO.

SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"

SCALE: 1" = 20'-0" SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"

SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"

REG. C.E. No. 62826

SCALE: 1" = 20'-0" SCALE: 1" = 20'-0"

COMPACTED BACKFILL

BE PLACED AT DESIGNED ELEV.

TOTAL 1' COMPACTED SELECT MATERIALS TO

1. EXCAVATION LIMIT AS NEEDED TO ALLOW

NOTE:

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

LIMIT SEE NOTE 1

EXCAVATION

MENGQIAN S. HUANG

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

3" THICK UPPER AGGREGATE BASE

COMPACTED SELECT MATERIALS -

AND RSP FABRIC

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

C-107 AND S-117.

FABRIC, SEE DWGS

RSP AND FILTER

SEE DWG G-107 NOTE 1

(E) CROSSING EXCAVATION

** SEE DWGS C-101 AND C-102 FOR ELEVATIONS OF THE ROADS.

THE LANDSIDE SLOPE OF A LEVEE IS THE OPPOSITE SIDE, FACING AWAY FROM THE WATER.

THE WATERSIDE SLOPE OF A LEVEE FACES THE WATER BODY IT IS DESIGNED TO PROTECT AGAINST.

* ROADS FINISHED GRADE MUST SLOPE TOWARD THE LANDSIDE OF THE LEVEE ROADS.

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

SUBBASE

9" THICK LOWER CRUSHED ROCK

COMPACTED SELECT MATERIALS -

RSP FABRIC

STRUCTURE SECTION

TYPICAL ROAD

(E) ROAD

CONFORM ELEV TO

(E) ROAD

SLOPE 2H:1V

SLOPE 2H:1VSLOPE 2H:1V

SLOPE 2H:1V

2H:1V

SLOPE

COMPACTED SUBGRADE

3" THICK UPPER AGGREGATE BASE

COMPACTED SELECT MATERIALS -

1 1

1 1 1

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

IRRI

18"IR

IRRI

36"D

18"IR

FENCING AND TURBIDITY CURTAIN

REMOVE ENVIRONMENTAL EXCLUSION 7.

SIDE ROAD.

FINISH GRADING THE REST OF WEST 6.

REMOVE COFFERDAM.5.

PLACE RSP FABRIC AND RSP.4.

DEWATER.3.

SHOWN.

INSTALL TEMPORARY COFFERDAM AS 2.

SEE DWG G-107.

REMOVE (E) CROSSING AND CULVERTS 1.

STAGE II:

SHOWN.

PARTIAL GRADING WEST SIDE ROAD AS

FINISH GRADING EAST SIDE ROAD AND 16.

SIDES OF BRIDGE.

INSTALL APPROACH SLABS OF BOTH 15.

WELDED STEEL PIPES ON BRIDGE.

BRIDGE ABUTMENTS AND INSTALL

PLACE COMPACTED BACKFILL BEHIND 14.

CONSTRUCT BRIDGE DECK.13.

INSTALL SPAN 1 BRIDGE SLAB.12.

REMOVE COFFERDAM.11.

INSTALL SPAN 2 BRIDGE SLAB.10.

PLACE RSP FABRIC AND RSP.9.

BRIDGE ABUTMENTS.

COMPACTED BACKFILL IN FRONT OF 8.

BRACE ABUTMENT 1 AND ABUTMENT 3.7.

2, AND ABUTMENT 3.

CONSTRUCT BRIDGE ABUTMENT 1, BENT 6.

ABUTMENT 3 AREA.

EXCAVATE BRIDGE ABUTMENT 1 AND 5.

DEWATER.4.

SHOWN.

INSTALL TEMPORARY COFFERDAM AS 3.

AS SHOWN IN DWG G-107.

REMOVE RSP AND SETTLEMENT DEVICES2.

SHOWN IN DWG C-109

FENCING AND TURBIDITY CURTAIN AS

INSTALL ENVIRONMENTAL EXCLUSION 1.

STAGE I :

FOR REVIEW AND APPROVAL BY ENGINEER.

WORK SEQUENCE, IT SHOULD BE SUBMITTED

CONTRACTOR HAS A DIFFERENT DESIGN OF THE

WITH PROJECT SPECIFICATIONS. IF

AT PROJECT SITE TO ENSURE COMPLIANCE

CONTRACTOR SHALL VERIFY THIS SEQUENCE

THE WORK SEQUENCE IS PROVIDED BELOW.

WORK SEQUENCE:

SPAN 1

SPAN 2

1 2 3 4 5 6 7

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

SUBMITTED:

DESIGNED:

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

(E) ROAD

SCALE: 1" = 15'-0"

0 157.5

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

P E

(E) ROAD

SEE DWG S-102

BRIDGE

(E) ROAD

T U L E C

A N

A L

SCALE: 1" = 15'-0"

0 157.5

COFFERDAMS

LIMIT OF

COFFERDAM

LIMIT OF

C-105014

(E) CROSSING

(E) ROAD

REG. C.E. No. 62826

YALING LIU

STRUCTURAL DWGS

BENT 2 DETAIL SEE

ELEV TO BE 13', TYP

TOP OF COFFERDAM

ENGINEERING

TULE CANAL - YOLO BYPASS

TEMPORARY COFFERDAM

STAGE CONSTRUCTION -

SPEC. NO. SHEET NO. REVISION DRAWING NO.

ELEV TO BE 13', TYP

TOP OF COFFERDAM

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC, TYP

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC,

SEE DWG C-101

EAST SIDE ROAD

STAGE I TEMPORARY COFFERDAM

F L O

STAGE II TEMPORARY COFFERDAM

STRUCTURAL DWGS

ABUTMENT 3 DETAIL SEE

STRUCTURAL DWGS

ABUTMENT 1 DETAIL SEE

SEE DWG C-102

PARTIAL GRADE WEST SIDE ROAD

STAGING AREA

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

(LIMIT OF CONSTRUCTION)

TEMPORARY CONSTRUCTION EASEMENT

(LIMIT OF CONSTRUCTION)

TEMPORARY CONSTRUCTION EASEMENT

PERMANENT EASEMENT

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

T U

L E C

A N

A L

F L O

SEE DWG C-102

FINISH GRADE WEST SIDE ROAD

CL BRIDGE

WELDED STEEL PIPE, TYP

APPROACH SLAB, TYP

COFFERDAM

LIMIT OF

0 5

0 1

FUTURE PROJECT

CONSTRUCTED BY

PIPELINES TO BE

PROTECT IN PLACE

(E) ROAD

FUTURE PROJECT

CONSTRUCTED BY

PIPELINES TO BE

PROTECT IN PLACE

(E) ROAD

(E) PIPELINES

C L A

B U

C L A

B U

C L B

E N

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

36"D

18"IR

1 2 3 4 5 6 7

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

13-MAR-2026

SUBMITTED:

DESIGNED:

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

NOTE:

DIRECTED BY THE ENGINEER.

OF SAID ITEMS UNLESS OTHERWISE

CONTRACTOR SHALL REMOVE AND DISPOSE

COMPLETION OF THE BRIDGE CONSTRUCTION,

CONSTRUCTION. FOLLOWING THE

UNTIL THE COMPLETION OF THE BRIDGE

48" CMP CULVERTS, AND 72" STEEL CULVERT

THE EXISTING CROSSING, GATE STRUCTURES,

1. CONTRACTOR SHALL PROTECT-IN-PLACE

EMBANKMENT

ROADWAY

1'-0"

SCALE: 1" = 5'-0"

52.50

SCALE: 1" = 15'-0"

EMBANKMENT

ROADWAY

1'-0" 1'-0"

52.50SCALE: 1" = 5'-0"

EXCAVATION

BRIDGE ABUTMENT

C-106

(E) ROAD

F L O

T U

L E C

A N

A L

SEE NOTE 1

STRUCTURES

(E) GATE

SEE NOTE 1

(E) CROSSING

1.5H:

H :1

1.5H :1V

H :1

(E) ROAD

0 157.5

H :1

EXCAVATION APPROX 325 CY

BRIDGE ABUTMENT

BRIDGE ABUTMENT EXCAVATION PLAN

REG. C.E. No. 62826

YALING LIU

F R O

M 1.5:1

TO 1:1

F R

O M .5 :1

SLOPE TRANSITION

PROTECT IN PLACE

(E) UTILITY PIPES

PROTECT IN PLACE

PLATFORM

SERVICE

(E) ELECTRICAL

PROTECT IN PLACE

(E) POWER POLE

PROTECT IN PLACE

(E) STAIR

ELEV 1.0' ELEV 1.0'

1H:1V SLOPE

1.5H:1V SLOPE

SEE NOTE 1

METAL PILES

(E) 6" DIA

SEE NOTE 1

CMP CULVERTS

(E) 48" DIA

SEE NOTE 1

STEEL CULVERT

(E) 72" DIA

DIVISION OF INTEGRATED SCIENCE AND

STATE WATER FACILITIES

ENGINEERING

TULE CANAL - YOLO BYPASS

AND SECTIONS

EXCAVATION PLAN

BRIDGE ABUTMENT

SPEC. NO. SHEET NO. REVISION DRAWING NO.

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

P E

EXCAVATION APPROX 420 CY

BRIDGE ABUTMENT

1.5H:1V SLOPE

MENGQIAN S. HUANG

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

SEE DWG S-118

CEMENTITIOUS TREATED PERMEABLE BASE

APPROACH SLAB AND

EXCAVATION

BRIDGE ABUTMENT

EXCAVATION

BRIDGE ABUTMENT

ABUTMENT 3

ABUTMENT 1

ABUTMENT

LIMITS OF EXCAVATION (BRIDGE ABUTMENTS) LIMITS OF EXCAVATION (BRIDGE ABUTMENTS)

SEE DWG S-116

PIPE DETAIL

SEE DWGS S-105 & S-106

ABUTMENT

PROTECT IN PLACE

ASSOCIATED PIPINGS

(E) PUMP BASE AND

R E G

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

(LIMIT OF CONSTRUCTION)

TEMPORARY CONSTRUCTION EASEMENT

PERMANENT EASEMENT

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

LC EAST ABUTMENT STA 11+30.49

C WEST ABUTMENT STA 10+52.99L

SEE DWG G-107

REMOVE RSP

SEE DWG G-107

REMOVE RSP

PROTECT IN PLACE

(E) OVERHEAD POWER LINES

SEE DWG G-107

OFF-SITE LOCATION,

RSP TO A DESIGNATED

RELOCATEREMOVE AND

DEVICES, TYP

REMOVE SETTLEMENT

DEVICES, TYP

SETTLEMENT

REMOVE

DEVICES, TYP

SETTLEMENT

REMOVE

PROTECT IN PLACE

(E) ROAD

FUTURE PROJECT

CONSTRUCTED BY

PIPELINES TO BE

DEVICES, TYP

REMOVE SETTLEMENT

RELOCATE RSP

REMOVE AND

COFFERDAM

LIMIT OF

DURING CONSTRUCTION

APPROX MAX WS ELEV 9.0'

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

IRRI IRRI

IRRI

IRRI IRRI

IRRI

36"D

1 2 3 4 5 6 7

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

SUBMITTED:

DESIGNED:

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

NOTE:

(E) ROAD

F L O

W T U

L E C

A N

A L

SEE NOTE 1

STRUCTURES

(E) GATE

DIRECTED BY THE ENGINEER.

SUBGRADE FOR PLACEMENT OF BACKFILL AS

CLSM MAY BE USED TO PROVIDE A STABLE

COMPACTION OF SUBGRADE MATERIALS,

CONDITIONS PREVENT THE ADEQUATE

2. IN AREAS WHERE SATURATED SOIL

DIRECTED BY THE ENGINEER.

OF SAID ITEMS UNLESS OTHERWISE

CONTRACTOR SHALL REMOVE AND DISPOSE

COMPLETION OF THE BRIDGE CONSTRUCTION,

CONSTRUCTION. FOLLOWING THE

UNTIL THE COMPLETION OF THE BRIDGE

48" CMP CULVERTS, AND 72" STEEL CULVERT

THE EXISTING CROSSING, GATE STRUCTURES,

ELEV 1.0'

SCALE: 1" = 5'-0"

SEE NOTE 2

EMBANKMENT

ROADWAY

52.50

ABUT 1

SCALE: 1" = 15'-0"

1'-0"

(E) ROAD

ABUT 3

1'-0" 1'-0"

SEE NOTE 2

EMBANKMENT

ROADWAY

52.50SCALE: 1" = 5'-0"

LIMITS OF BACKFILL (BRIDGE ABUTMENT) LIMITS OF BACKFILL (BRIDGE ABUTMENT)

ABUT

0 157.5

BRIDGE ABUTMENT BACKFILL PLAN

C-107

C-108

BACKFILL

COMPACTED

COMPACTED BACKFILL

YALING LIU

REG. C.E. No. 62826

SEE NOTE 1

(E) CROSSING

15'-0"

ELEV 1.0'

TOP OF RSP ELEV 9.5'

CLSM APPROX 14 CY SEE DWG C-108

BACKFILL APPROX 286 CY

BRIDGE ABUTMENT

CLSM APPROX 14 CY SEE DWG C-108

BACKFILL APPROX 332 CY

BRIDGE ABUTMENT

METAL PILES

(E) 6" DIA

SEE NOTE 1

CMP CULVERTS

(E) 48" DIA

SEE NOTE 1

STEEL CULVERT

(E) 72" DIA

PROTECT IN PLACE

(E) UTILITY PIPES

PROTECT IN PLACE

(E) UTILITY PIPES, TYP

PROTECT IN PLACE

PLATFORM

SERVICE

(E) ELECTRICAL

PROTECT IN PLACE

(E) POWER POLES

PROTECT IN PLACE

(E) STAIR

2H:1V SLOPE (UNDER THE BRIDGE)

1.5H:1V SLOPE

1H:1V SLOPE

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

P E

DIVISION OF INTEGRATED SCIENCE AND

STATE WATER FACILITIES

ENGINEERING

TULE CANAL - YOLO BYPASS

BACKFILL PLAN AND SECTIONS

BRIDGE ABUTMENT

SPEC. NO. SHEET NO. REVISION DRAWING NO.

OG/FG

LIMIT OF RSP

SEE DWG C-108

CLSM DETAIL

C-108 AND S-116

SEE DWGS

PIPE DETAIL

ROCK SLOPE PROTECTION

AND RSP FABRIC

ROCK SUBBASE

9" THICK CRUSHED

AGGREGATE BASE,

MATERIALS - 3" THICK

COMPACTED SELECT

MENGQIAN S. HUANG

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC,

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC,

SEE DWGS S-105 & S-106

ABUTMENT

SEE DWG S-118

PERMEABLE BASE

CEMENTITIOUS TREATED

APPROACH SLAB AND

(PLACE UNDER RSP)

RSP FABRIC

(PLACE UNDER RSP)

RSP FABRIC

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

PROTECT IN PLACE

ASSOCIATED PIPINGS

(E) PUMP BASE AND

(LIMIT OF CONSTRUCTION)

TEMPORARY CONSTRUCTION EASEMENT

PERMANENT EASEMENT

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

PROTECT IN PLACE

(E) ROAD

FUTURE PROJECT

CONSTRUCTED BY

PIPELINES TO BE

NOTE: WINGWALL NOT SHOWN FOR CLARITY

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

SUBMITTED:

DESIGNED:

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

SCALE: 1" = 2'-0"

SCALE: 1" = 5'-0"

CAP END

ABUT 1

C-108

SCALE: 1" = 2'-0"

SEE DWG S-116

18"ø WELDED STEEL PIPE

COMPACTED BACKFILL

SECTION - PIPE TRENCH

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

P E

YALING LIU

REG. C.E. No. 62826

SEE DWG S-116

18" DIA WELDED STEEL PIPE

SEE DWG S-116

18" DIA WELDED STEEL PIPE

3'-0"

52.50

DIVISION OF INTEGRATED SCIENCE AND

STATE WATER FACILITIES

ENGINEERING

TULE CANAL - YOLO BYPASS

BACKFILL PLAN AND SECTIONS

BRIDGE ABUTMENT

SPEC. NO. SHEET NO. REVISION DRAWING NO.

PRIOR PIPE INSTALLATION

1' THICK CLSM PLACED

PRIOR PIPE INSTALLATION

1' THICK CLSM PLACED

PIPE INSTALLATION

CLSM PLACED AFTER

NON-DETECTABLE

WARNING TAPE

1'-6" 1'-6"

NON-DETECTABLE

WARNING TAPE

1'-6"1'-6"

WORK SEQUENCE:

3'-0"

SCALE: 1" = 5'-0"

52.50

LIMITS OF CLSM - PLAN VIEW

LIMITS OF CLSM - ELEVATION VIEW

SEE DWG S-118

CEMENTITIOUS TREATED PERMEABLE BASE

APPROACH SLAB AND

SEE DWG S-116

18" DIA WELDED STEEL PIPE

CLSM

CAP END

ABUT 1

FOR CLARITY

COMPACTED BACKFILL NOT SHOWN

COMPACTED SELECT MATERIALS AND

3" THICK AGGREGATE BASE LAYER ON TOP.

7. PLACE 9" THICK CRUSHED ROCK SUBBASE AND

BOTTOM OF 9" THICK CRUSHED ROCK SUBBASE.

6. PLACE CLSM FOR THE REST OF PIPE TO THE

THICK CRUSHED ROCK SUBBASE.

FOR 3' END OF PIPE TO THE BOTTOM OF 9"

5. CAP END AND PLACE COMPACTED BACKFILL

4. INSTALL 18" DIA WELDED STEEL PIPE.

3. PLACE 1' CLSM.

2. HAND TRENCH TO THE BOTTOM OF CLSM.

OF 9" THICK CRUSHED ROCK SUBBASE.

1. PLACE COMPACTED BACKFILL TO THE BOTTOM

MENGQIAN S. HUANG

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

DETAIL E

CLSM, SEE

DETAIL D

CLSM, SEE

DETAIL E

CLSM, SEE

DETAIL D

CLSM, SEE

SEE DWG C-107

COMPACTED BACKFILL

SEE DWG C-107

RSP AND RSP FABRIC

9" THICK LOWER CRUSHED ROCK SUBBASE

3" THICK UPPER AGGREGATE BASE AND

COMPACTED SELECT MATERIALS -

3" THICK UPPER AGGREGATE BASE

COMPACTED SELECT MATERIALS -

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

3" THICK UPPER AGGREGATE BASE

COMPACTED SELECT MATERIALS -

9" THICK LOWER CRUSHED ROCK SUBBASE

COMPACTED SELECT MATERIALS -

NOTES:

PROCESS WITH CLSM.

DISPLACEMENT DURING THE BACKFILLING

PIPES AND PREVENT ANY UNEXPECTED

TEMPORARY MEASURES TO SECURE THE

2. THE CONTRACTOR SHALL IMPLEMENT

DIRECTED BY THE ENGINEER.

OF SAID ITEMS UNLESS OTHERWISE

CONTRACTOR SHALL REMOVE AND DISPOSE

COMPLETION OF THE BRIDGE CONSTRUCTION,

CONSTRUCTION. FOLLOWING THE

UNTIL THE COMPLETION OF THE BRIDGE

48" CMP CULVERTS, AND 72" STEEL CULVERT

THE EXISTING CROSSING, GATE STRUCTURES,

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

4'-0"

SLAB

APPROACH

NOTE: WINGWALL NOT SHOWN FOR CLARITY

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

36"D

18"IR

IRRI

IRRI IRRI

IRRI

IRRI IRRI

IRRI

(E) ROAD

POINT NORTHING EASTING

P15

SEE DWG S-102

BRIDGE

T U

L E C

A N

A L

F L O

SEE DWG C-102

WEST SIDE ROAD

1 2 3 4 5 6 7

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

SUBMITTED:

DESIGNED:

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

NOTES:

P14

P13 6680320.83

P15

(E) ROAD

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

P E

P10 P11

P12

P14 P16

P17

POINT NORTHING EASTING

P12 1976412.38 6680304.89

P17 1976200.96 6680154.25

P18 1976197.37 6680083.75

P20 6679949.42

6679878.21

6679883.09

P11 1976414.90 6680140.80

P16 1976279.81 6680147.01

LEGEND

C-109018

C-111

PERMEABLE)

(HEAVY DUTY TYPE 3

TURBIDITY CURTAIN

0 15 30

SCALE: 1" = 30'-0"

(HEAVY DUTY TYPE 3 PERMEABLE)

TURBIDITY CURTAIN

REG. C.E. No. 62826

YALING LIU

BEGIN TURBIDITY CURTAIN

END TURBIDITY CURTAIN

P19

APPROXIMATELY 0.35 ACRES

STAGING AREA

ENGINEERING

TULE CANAL - YOLO BYPASS

SPEC. NO. SHEET NO. REVISION DRAWING NO.

TURBIDITY CURTAIN

BEGIN

P18

SEE DWG C-101

EAST SIDE ROAD

TURBIDITY CURTAIN PLAN

FENCING AND

ENVIRONMENTAL EXCLUSION ENVIRONMENTAL EXCLUSION FENCINGENVIRONMENTAL EXCLUSION FENCING

ENVIRONMENTAL EXCLUSION FENCING AND TURBIDITY CURTAIN PLAN

END PT (N 1976393.66, E 6680320.83)

BEGIN PT (N 1976405.08, E 6680311.10)

ENTRANCE / EXIT GATE

EXCLUSION FENCING

INSTALL A 15' ENVIRONMENTAL

END PT (N 1976199.98, E 6680135.06)

BEGIN PT (N 1976199.22, E 6680120.08)

ENTRANCE / EXIT GATE

EXCLUSION FENCING

INSTALL A 15' ENVIRONMENTAL

P13

P20

P21

P22

P23

P24

P25 P26

POINT NORTHING EASTING

6679925.83 1976511.53P1

6679921.89 1976568.48P2

6680075.74 1976487.11P7

6680088.82 1976446.14P8

6680103.14 1976427.90P9

6680120.45 1976417.68P10

6679972.55 1976575.55P3

6680021.41 1976582.37P4

6680055.70 1976587.15P5

6680068.19 1976530.89P6

P21

P22

P23

P24

P25

P26

TURBIDITY CURTAIN COORDINATES (TO BE CONTINUED)

ENVIRONMENTAL EXCLUSION FENCING AND

ENVIRONMENTAL EXCLUSION FENCING AND TURBIDITY CURTAIN COORDINATES (CONTINUED)

1976224.87 6679937.99

1976308.97 6679921.08

1976353.98 6679879.47

1976375.27

1976396.97

1976394.03 6679933.97END PT (N 1976192.15, E 6679981.38)

BEGIN PT (N 1976191.38, E 6679966.40)

ENTRANCE / EXIT GATE

EXCLUSION FENCING

INSTALL A 15' ENVIRONMENTAL

1976190.52

P19 1976194.30 6680023.52

P27

P28

P27

P29

MENGQIAN S. HUANG

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

P28

6679956.661976402.05

6679950.751976448.15

1976446.73 6679930.32

6680325.77

6680196.08 1976279.20

1976277.58

1976393.66

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

C-107 AND S-117.

SEE DWGS C-103, C-104,

RSP AND RSP FABRIC,

END PT (N 1976586.77, E 6680052.93)

BEGIN PT (N 1976584.70, E 6680038.11)

ENTRANCE / EXIT GATE

EXCLUSION FENCING

INSTALL A 15' ENVIRONMENTAL

END PT (N 1976389.90, E 6679881.50)

BEGIN PT (N 1976375.27, E 6679878.21)

ENTRANCE / EXIT GATE

EXCLUSION FENCING

INSTALL A 15' ENVIRONMENTAL EXCLUSION FENCING

ENVIRONMENTAL

DUTY TYPE 3 PERMEABLE)

TURBIDITY CURTAIN (HEAVY

ENVIRONMENTAL EXCLUSION FENCING

PROTECT IN PLACE

(E) ROAD

SHALL BE THREE TIMES THE WATER DEPTH.

ANCHOR DISTANCE FROM TURBIDITY CURTAIN

FUNCTION OF THE TURBIDITY CURTAIN. PYRAMID

CURTAINS TO MAINTAIN INTEGRITY AND

AND CLEAR BUILD-UP OF DEBRIS ON TURBIDITY

CONTRACTOR SHALL CONTINUOUSLY MONITOR

MANUFACTURERS INSTRUCTIONS.

LOADING. INSTALL PYRAMID ANCHOR KITS PER

ACCOMMODATE ANTICIPATED FLOWRATE AND

KITS (TWO PER TURBIDITY CURTAIN) TO

7. INSTALL SIX UPSTREAM PYRAMID ANCHOR

CURTAIN LENGTH.

CROSS-SECTION FOR APPROPRIATE TURBIDITY

BY CONTRACTOR. SEE DWG C-111

APPROXIMATE AND SHALL BE FIELD VERIFIED

SECTION CHANNEL DIMENSIONS SHOWN ARE

PERMEABLE) COORDINATES AND CROSS

6. TURBIDITY CURTAIN (HEAVY DUTY TYPE 3

IF NECESSARY.

ENVIRONMENTAL EXCLUSION FENCING INSTALL

GRADE TO PROVIDE STABLE SLOPE FOR

TURBIDITY CURTAIN AND EXCLUSION FENCE.

ENVIRONMENTAL BARRIER BETWEEN THE

A CONTINUOUS AND UNINTERRUPTED

5. ENVIRONMENTAL EXCLUSION FENCING SHALL BE

APPROVED BY DWR.

SHALL BE FIELD VERIFIED BY CONTRACTOR AND

COORDINATES SHOWN ARE APPROXIMATE AND

4. ENVIRONMENTAL EXCLUSION FENCING

EXISTING FACILITIES.

WETLANDS, ROAD SETBACKS, AND ACCESS TO

COORDINATION WITH DWR REPRESENTATIVE:

FOLLOWING AREAS WITHOUT PRIOR

ALTER EXISTING CONDITIONS OF THE

3. CONTRACTOR SHALL NOT PERFORM WORK OR

OF BRIDGE, WINGWALLS, AND ROADS.

2. SEE DWGS C-101 AND C-102 FOR COORDINATES

DEMOLITION PLAN.

1. SEE DWG G-107 FOR EXISTING FACILITIES AND

T E R

OFESSOINA

E N G

E E R

S T

A T E

OF CALIF

(LIMIT OF CONSTRUCTION)

TEMPORARY CONSTRUCTION EASEMENT

PERMANENT EASEMENT

- FISH PASSAGE

CROSSING NO. 4 (ARC4)

AGRICULTURAL ROAD

MANAGER, CIVIL ENGINEERING BRANCH, REG. C.E. No. 77683

FUTURE PROJECT

CONSTRUCTED BY

PIPELINES TO BE

(E) PIPELINE

(E) RIPRAP

PERMANENT ACCESS EASEMENT

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Docusign Envelope ID: 26E9E159-C215-47FF-879C-E4827A3B77B1

3/17/2026

2 3 4 5 6 71

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

STATE WATER FACILITIES

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

VI=

DRAWN:

DATE:

REV. SUB. APP.DESCRIPTION

Print.Color 22x34.tbl

E T

T S

OFCALIF

N I A

S E

C R

U O

S E

RETAWFO

T N

M T

R A

COMMON BACKFILL

16 GAUGE GALVANIZED WIRE-TIES

TIGHTLY BETWEEN POSTS

14 GAUGE GALVANIZED GUIDE WIRE, DRAW

CONSTRUCTION AREA

COMMON BACKFILL

WIRE-TIES, SPACED EVERY 2.5'

16 GAUGE GALVANIZED

GUIDE WIRE

GALVANIZED

14 GAUGE

VERTICALLY

EVERY 10"

WIRE-TIES, SPACED

GALVANIZED

16 GAUGE

5'-0" MAX 5'-0" MAX

GALVANIZED STEEL

T-POST, TYP.

NTS

ELEVATION

NTS

SEE NOTE 2

STEEL T-POST,

GALVANIZED

C-110019

REG. C.E. No. 62826

YALING LIU

DIVISION OF INTEGRATED SCIENCE AND

STATE WATER FACILITIES

ENGINEERING

TULE CANAL - YOLO BYPASS

SPEC. NO. SHEET NO. REVISION

DRAWING NO.

16 GAUGE GALVANIZED WIRE-TIES

TIGHTLY BETWEEN POSTS

14 GAUGE GALVANIZED GUIDE WIRE, DRAW

CONSTRUCTION AREA

NTS

SEE NOTE 2

STEEL T-POST,

GALVANIZED

TYPICAL SIDE VIEW

OVE

EGM

ENT

S 6"

NTS

SIDE VIEW AT ENTRANCE / EXIT GATES ISOMETRIC VIEW AT ENTRANCE / EXIT GATES

FENCING DETAILS

ENVIRONMENTAL EXCLUSION

SEE NOTE 10

SAND BAGS TO SEAL,

SEE NOTE 4

OVERLAP SEGMENTS 6"

MENGQIAN S. HUANG

REG. C.E. No. 96862

MENGQIAN S. HUANG

REG. C.E. No. 96862

SEE NOTE 10

SAND BAGS TO SEAL,

REG. C.E. No. 62826

KEENAN A. BOOKER

MANAGER, CIVIL I SECTION, REG. C.E. No. 75744

A B C

NOTES:

ENVIRONMENTAL EXCLUSION FENCINGENVIRONMENTAL EXCLUSION FENCING

WHERE DIGGING A TRENCH IS NOT AVAILABLE.

ENTRANCE / EXIT GATES AND LOCATIONS

ENVIRONMENTAL EXCLUSION FENCING

10. SAND BAGS ARE USED TO SEAL AT

MANUFACTURER FOR STANDARD DIMENSIONS.

CONTRACTOR SHALL COORDINATE WITH FENCE

SHOWN FOR ILLUSTRATION PURPOSES ONLY.

9. LIP OF ENVIRONMENTAL EXCLUSION FENCING IS

PRE-EXISTING CONDITIONS.

PROPERTY AND THE GROUND RESTORED TO

FENCING SHALL BE REMOVED AS CONTRACTOR

ACTIVITIES, ENVIRONMENTAL EXCLUSION

8. AT THE COMPLETION OF ALL CONSTRUCTION

BE LOCATED AS SHOWN ON DWG C-109.

7. ENVIRONMENTAL EXCLUSION FENCING SHALL

FROM SOIL BEFORE BACKFILLING TRENCH.

REMOVE COBBLES AND BOULDERS MATERIAL.

EXCAVATED ON-SITE 6. BACKFILL TRENCH WITH

SHORTER PANELS.

DO NOT CUT SEGMENTS INTO

BE INSTALLED IN CONTINUOUS LENGTHS.

5. ENVIRONMENTAL EXCLUSION FENCING SHALL

OF HARDWARE CLOTH.

GALVANIZED WIRE FROM TOP TO BOTTOM

OVERLAP. SEW FLAP WITH 16 GUAGE

INSTALL A T-POST AT THE SECTION

4. OVERLAP SEGMENTS A MINIMUM OF 6".

EACH POST.

SECURE AND PULL WIRE TIGHT AT

THE GUIDE WIRE FROM POST TO POST.

IS 3" FROM THE TOP OF THE FENCE. EXTEND

AROUND EACH T-POST, SO THE GUIDE WIRE

3. WRAP 14 GAUGE GALVANIZED GUIDE WIRE

A MINIMUM OF 16" INTO THE GROUND.

SPACED 5 FEET ON CENTER AND BE DRIVEN

MINIMUM OF 5 FEET. T-POSTS SHALL BE

THE LENGTH OF T-POSTS SHALL BE A

AND…

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File details come from the government source that posted it. Updated May 4, 2026.