25-11_Drawing_Bid_Set_-_ARC4_Soil_Surcharge.pdf

DIVISION OF INTEGRATED SCIENCE AND ENGINEERING

Woodland

Davis

Sacramento

El Dorado Hills

Roseville

Lincoln

Auburn

Colfax

Yuba City

VICINITY MAP

TULE CANAL - YOLO BYPASS

- SOIL SURCHARGE

AGRICULTURAL ROAD CROSSING NO. 4 (ARC4)

EXISTING CROSSING PHOTO

SCOPE OF WORK

BRIDGE ABUTMENT AREAS.

(ROCK SLOPE PROTECTION) AT FUTURE

INSTALL TEMPORARY SURCHARGE MATERIAL

INSTALL TURBIDITY CURTAIN.

INSTALL ENVIRONMENTAL EXCLUSION FENCE.

SURCHARGE PERIOD.

SURCHARGE MATERIAL DURING THE

MONITOR SETTLEMENT RATE OF THE

- INSTALL SETTLEMENT DEVICES AND

PROJECT INCLUDES THE FOLLOWING:

ARC 4 ROAD CROSSING

LOCATION MAP

SAN

FRANCISCO

LOS ANGELES

SAN DIEGO

EUREKA

LOCATION

GENERAL

SACRAMENTO

SPEC. NO. SHEET NO. DRAWING NO.

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REV.

SUB. APP.

DATE

DESCRIPTION

APPROVED: DATE:

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

CALIFORNIA NATURAL RESOURCES AGENCY

STATE WATER FACILITIES

SAFELYACT

SAFETYTHINK

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N

IA

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

WATER RESOURCES

DEPARTMENT OF

APP. OSFM #

SPECIFICATION NO.

MANAGER, DESIGN

N

N

CROSSING 4

AGRICULTURAL ROAD

25-11

25-11 001 G-101

Docusign Envelope ID: E2004989-9F9E-4C48-8E4E-1285D8853700

8/25/2025

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

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SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

DRAWING NO. SHEET TITLE

G-101

G-102

G-103

G-104

G-105

G-106

C-102

C-103

ABBREVIATIONS

NOTES AND SYMBOLS

LIST OF DRAWINGS

C-104

GENERAL

CIVILCIVIL

SHEET NO.

LIST OF DRAWINGS

C-101 TEMPORARY SURCHARGE - PLAN, SECTION & DETAILS

ENVIRONMENTAL EXCLUSION FENCING AND TURBIDITY CURTAIN - PLAN

GENERAL PLAN

008 V-101 SURVEY CONTROL - PLAN

SURVEY/MAPPING

TURBIDITY CURTAIN - DETAILS

HAUL ROUTE SITE PLAN 2 OF 2G-107007

HAUL ROUTE SITE PLAN 1 OF 2

ENVIRONMENTAL EXCLUSION FENCING - DETAILS

COVER SHEET, LOCATION MAP AND VICINITY MAP

TULE CANAL - YOLO BYPASS

- SOIL SURCHAGE

CROSSING NO. 4 (ARC4)

HOANG LE

M. HUANG

M. HUANG

K. BOOKER

No. 96862

Exp. 12-31-26

G N

AUH NAIQG

N

E M

LIVIC

G-102002

LIST OF DRAWINGS

8/22/2025

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DEPARTMENT OF WATER RESOURCES

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SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

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

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

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

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

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

W

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

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

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

V

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

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

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

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

U

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)

T

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

S

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

R

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

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

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

PIP ----------------- PROTECT IN PLACE

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

LP

Ø --------------- ROUND, DIAMETER

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

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

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

ABBREVIATIONS

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

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

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

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

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

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

P

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

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

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

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

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

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

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

O

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

N

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

M

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

L

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

J

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

I.P. ----------------- IRON PIPE

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

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

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

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

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

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

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

I

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

HP ------------------ HIGH POINT OR HINGE POINT

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

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

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

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

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

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

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

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

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

H

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

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

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

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

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

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

G

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

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

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

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

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

E

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

D

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

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

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

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

CJ ------------------ CONSTRUCTION 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

C

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

B

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

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

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

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

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

M. HUANG

G N

AUH NAIQG

N

E

G-103003

ABBREVIATIONS

C

B

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

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PLOT DATE:21-AUG-2025

SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

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.

2.

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.

6.

PROTECTION

ROCK SLOPE

LIMIT OF CONSTRUCTION

STAGING AREAS

CONTOURS - MAJOR

CONTOURS - MINOR

COMMON BACKFILL

SYMBOLS AND LEGENDS

TOP

TOE

4.

THE TWO PROJECTS ARE OCCURING AT THE SAME TIME AND WILL REQUIRE CONTINUOUS COORDINATION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD.

ADJACENT SWANSTON RANCH PUMPING STATION PROJECT MAY BE CONSTRUCTED BY LANDOWNER DURING THE SAME PERIOD AS ARC4 SOIL SURCHARGE PROJECT.

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.

VIEW

SHEET

TURBIDITY CURTAIN

ENVIRONMENTAL EXCLUSION FENCING

SETTLEMENT DEVICES AREA

A

C-100

DRAWING IN WHICH SECTION APPEARS*

DRAWING IN WHICH DETAIL APPEARS*

A

C-100

A

DETAIL APPEARS IN THE SAME DRAWING*

DASHED CIRCLE SOLID CIRCLE

A

SECTION OR DETAIL TITLE

C-100SCALE: 1" = XX'-0"

SECTION APPEARS IN THE SAME DRAWING*

A

THE DRAWING REFERENCE IS REPLACED WITH A DASH (-) OR LEFT BLANK.

*IF SECTION OR DETAIL APPEARS ON THE SAME DRAWING AS THE CALLOUT,

SCALE

SCALE: 1" = XX'-0"

NORTH ARROW# #

SCALE

PLAN TITLE

IS CROSS REFERENCED*

SECTION OR DETAIL

DRAWING IN WHICH

DETAIL LETTER

SECTION LETTERSECTION LETTER

DETAIL LETTER

LETTER

SECTION OR DETAIL

N

CROSS REFERENCING OF SECTIONS AND DETAILS

M. HUANG

G N

AUH NAIQG

N

E

NOTES AND SYMBOLS

004 G-104

SLOPE INDICATOR

Docusign Envelope ID: E2004989-9F9E-4C48-8E4E-1285D8853700

8/22/2025

IRRI

IRRI IRRI

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

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PLOT DATE:21-AUG-2025

SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

NGENERAL PLAN

SCALE: 1" = 30'-0"

0 15 30

STAGING AREA COORDINATES

POINT NORTHING EASTING

6680194.65 1976393.66PS1

1976279.20 6680196.08PS4

F L O

W

NOTES:

SECTION 01561.

AND GRUBBED ACCORDING TO SPECIFICATION

4. EXCLUSION FENCING LIMIT SHALL BE CLEARED

STAGING AREA.

PRIVATE DRAINAGE FACILITIES LOCATED IN

RESTORE THE EXISTING CONDITION OF THE

3. CONTRACTOR SHALL PROTECT IN PLACE OR

TO EXISTING FACILITIES.

WETLANDS, ROAD SETBACKS, AND ACCESS

COORDINATION WITH DWR REPRESENTATIVE:

FOLLOWING AREAS WITHOUT PRIOR

OR ALTER EXISTING CONDITIONS OF THE

2. CONTRACTOR SHALL NOT PERFORM WORK

BRIDGE.

1. SEE DWG C-101 FOR COORDINATES OF FUTURE

1976277.58 6680325.77PS3

6680320.83 1976393.66 PS2

LIMIT OF CONSTRUCTION COORDINATES

P8

P11

P9 6679921.08

P10

P12

P13

1976353.98 6679879.47

1976224.87 6679937.99

1976308.97

6679933.971976394.03

PS4 PS3

PS1 PS2

P3

P1

P4

P6

P2

P7

P8

P9

P10

P11

P12 P13

P5

APPROX 0.35 ACRES

CLEARING AND GRUBBING

STAGING AREA AND

1976375.27 6679878.21

1976396.97 6679883.09

CL OF FUTURE BRIDGE

SEE NOTE 4

SEE DWGS C-102 AND C-103

ENVIRONMENTAL EXCLUSION FENCING

SEE DWGS C-102 AND C-104

TURBIDITY CURTAIN, TYP

(E) WEST SIDE ROAD

(E) EAST SIDE ROAD

T U

L E C

A N

A L

SEE DWG C-101

APPROX 0.06 ACRES EACH SIDE

CLEARING AND GRUBBING AREA

TEMPORARY SURCHARGE AND

(E) CROSSING

(NIC)

BRIDGE

FUTURE

(E) GATE STRUCTURES, TYP

SERVICE PLATFORM

(E) ELECTRICAL

ASSOCIATED PIPINGS

(E) PUMP BASE AND

(E) STAIR

(E ) C

R O

S S

IN

G

(E) UTILITY PIPES, TYP

DETAIL SEE DWG V-101, TYP

SURVEY CONTROL POINTS

POINT NORTHING EASTING

P1

P4

P2

P3

P7

P5

P6

1976277.58 6680325.77

1976279.81

1976200.96

6680147.01

6680154.25

1976190.52 6679949.42

1976408.99 6679932.93

1976483.72 6680246.53

1976393.66 6680320.83

LIMIT OF CONSTRUCTION

M. HUANG

G N

AUH NAIQG

N

E

GENERAL PLAN

005 G-105

(E) STAIR

POWER LINES

(E) OVERHEAD

(E) PIPE LINE

(E) PIPE LINE

(E) PIPE LINE

IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI

IRRI

IRRI

IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI

IRRI

IRRI

(E) METAL PILES, TYP

Docusign Envelope ID: E2004989-9F9E-4C48-8E4E-1285D8853700

8/22/2025

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

VI= DesignScript24x36.PEN

PLOT DATE:21-AUG-2025

SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

SCALE: 1" = 500' 0 250 500

HAUL ROUTE PLAN 1 OF 2

WILDLIFE AREA

SACRAMENTO BYPASS

YOLO BYPASS

NOTE:

STANDARDS. SEE SPEC SECTION 01560.

COMPLIANCE WITH LOCAL AND STATE AGENCY

ASSOCIATED TRAFFIC CONTROL REQUIREMENTS IN

AND SUBMIT A HAUL ROUTE PLAN AND ANY

APPROXIMATE. THE CONTRACTOR SHALL PREPARE

1. THE HAUL ROUTE SITE PLAN SHOWN ARE

LEGEND (ONLY FOR THIS SHEET):

HAUL ROUTE, TYP

N

M. HUANG

G N

AUH NAIQG

N

E M

EAST YOLO BYPASS LEVEE

HAUL ROUTE PLAN 1 OF 2

006 G-106

LEVEE ACCESS ROAD

WILDLIFE AREA

SACRAMENTO BYPASS

YOLO BYPASS

C R A

M E N T O R

IV

E R

NORTH HARBOR BLVD.

APPROXIMATE LOCATION OF STAGING AREA

TULE CANAL

A P P

R O

X

IM

A T E L Y .4

M

IL

E S

HIGHWAY I-80

G-107

TULE JACK ROAD

REED AVE

GATE

Docusign Envelope ID: E2004989-9F9E-4C48-8E4E-1285D8853700

8/22/2025

IRRI

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

VI= DesignScript24x36.PEN

PLOT DATE:21-AUG-2025

SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

N 0 15 30

SCALE: 1" = 30'-0"

(E) CROSSINGS

(E) WEST SIDE ROAD

(E) EAST SIDE ROAD

(E) GATE STRUCTURES, TYP

(E) PUMP PLATFORM

(E) UTILITY PIPES, TYP

(E) STAIR

SERVICE PLATFORM

(E) ELECTRICAL

HAUL ROUTE PLAN 2 OF 2

CL OF FUTURE BRIDGE

F L O

W

T U

L E C

A N

A L

HAUL ROUTE, TYP

STANDARDS. SEE SPEC SECTION 01560.

COMPLIANCE WITH LOCAL AND STATE AGENCY

ASSOCIATED TRAFFIC CONTROL REQUIREMENTS IN

AND SUBMIT A HAUL ROUTE PLAN AND ANY

APPROXIMATE. THE CONTRACTOR SHALL PREPARE

1. THE HAUL ROUTE SITE PLAN SHOWN ARE

NOTE:

ASSOCIATED PIPINGS

(E) PUMP BASE AND

LIMIT OF CONSTRUCTION

(E) UTILITY PIPES, TYP

(NIC)

FUTURE BRIDGE

SEE DWG C-101

PLAN AND SECTION

TEMPORARY SURCHARGE

M. HUANG

G N

AUH NAIQG

N

E M

LIVIC

STAGING AREA

(E) ACCESS GRAVEL ROAD

(E) STAIR

HAUL ROUTE PLAN 2 OF 2

007 G-107

POWER LINES

(E) OVERHEAD

(E) PIPE LINE

(E) PIPE LINE

IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI

IRRI

IRRI

IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI

IRRI

IRRI

(E) METAL PILES, TYP

Docusign Envelope ID: E2004989-9F9E-4C48-8E4E-1285D8853700

8/22/2025

6" 6"

M

IN

E

D

C

B

A

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

VI= DesignScript24x36.PEN

PLOT DATE:21-AUG-2025

SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

TEMPORARY SURCHARGE PLAN N

0 5 10

A

SLOPE 1.5:1 (H:V)

APPROX.

APPROX 1190 TON

AVERAGE 343 SQFT

TEMPORARY SURCHARGE FILL (RSP)

OG

BRIDGE

FUTURE

BEGIN OF

1.25:1 (H:V)

APPROX. SLOPE

(NIC)

BRIDGE

FUTURE

FUTURE BRIDGE

END OF

1.25:1 (H:V)

APPROX. SLOPE

APPROX 1170 TON

AVERAGE 339 SQFT

TEMPORARY SURCHARGE FILL (RSP)

1.5:1 (H:V)

SLOPE

APPROX.

OG

TEMPORARY SURCHARGE SECTION

0 5 10

(E) WEST SIDE ROAD

CL OF FUTURE BRIDGE

(E) EAST SIDE ROAD

PIP

STEEL CULVERT

(E) 72" DIA

PIP

CMP CULVERTS

(E) 48" DIA (E) UTILITY PIPES, TYP

(NIC)

BRIDGE

FUTURE

(E) C

ROSSIN

G

(E ) C

R O S S

IN

G

(E) PUMP PLATFORM

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

MANAGER, GEOTECHNICAL SCIENCES SECTION

MANAGER, GEOTECHNICAL SERVICES BRANCH

TOP OF RSP

LEVELED

TOP OF RSP

LEVELED

NOTES:

THE CONTRACTOR

DEVICES SHALL BE SELECTED BY

TEMPORARY RSP SURCHARGE AS SHOWN.

2. CLEARING AND GRUBBING AREAS TO RECEIVE

OF SURCHARGE AS SHOWN.

GREATEST SETTLEMENT AND AT THE CENTER

LOCATIONS ANTICIPATED TO EXPERIENCE THE

AND INSTALLED AT

1. SETTLEMENT

SERVICE PLATFORM

(E) ELECTRICAL

HINGE POINTS OF RSP COORDINATES

HP8 1976341.02 6680072.97

POINT NORTHING EASTING

HP1

HP4

HP2

HP3

HP7

HP5

HP6

1976324.92 6679974.27

1976370.63

1976373.85

6680068.13

6680087.87

1976344.24 6680092.70

1976354.53 6679969.44

1976357.75 6679989.18

1976328.14 6679994.01

SEE NOTE 2

APPROX 0.06 ACRES,

CLEARING AND GRUBBING AREA

TEMPORARY SURCHARGE AND

C

SETTLEMENT DEVICE BASE PLATE DETAIL

SCALE: 1" = 1'-0"

WOOD PLATFORM

SLEEVE

PROTECTIVE

SCH40 PVC

3.5"Ø

PIPE

CONTROL

SCH40 PVC

1.5"Ø

A

PLYWOOD

0.75" MIN

FLOOR FLANGE

GALVANIZED STEEL

PIPE

CONTROL

SCH40 PVC

1.5"Ø MIN

SLEEVE

PROTECTIVE

SCH40 PVC

3.5"Ø MIN

TOP OF RSP

LEVELED

C

B

TYPICAL SETTLEMENT DEVICE (SCHEMATIC)

SCALE: 1" = 1'-0"

0 0.5 1

0 0.5 1

OG

SLIP COUPLING

CAP

INSTALLATION

BACKFILL FOR DEVICES

PIT EXCAVATION AND

WATER LEVEL

B. SURENDRAN

M. TYLER

WEN Y. CHEN

WEN Y. CHEN

C-101009

PLAN, SECTION & DETAILS

TEMPORARY SURCHARGE

SCALE: 1" = 10'-0"

SCALE: 1" = 10'-0"

POLES

(E) POWER

(E) STAIR

POWER LINES

(E) OVERHEAD

HP1

HP4

HP2

HP3

S L O

P E .5 :1 (H :V

A P P

R O

X

SLOPE 1.

5:1 (H

:V)APPR

OX.

S L O

P E .5 :1 (H :V

A P P

R O

X

SLOPE 1.

25:1 (

H:V)

APPR

OX.

22'-0"

20'-0"

10'-0"

'-0

'-0

'-0

'-0

12'-0"

20'-0"

22'-0"

'-0

'-0

'-0

'-0

S L O

P E .5 :1 (H :V

A P P

R O

X

SLOPE 1.

25:1 (

H:V)

APPR

OX.

SLOPE 1.5

:1 (H:V

)APPR

OX.

S L O

P E .5 :1 (H :V

A P P

R O

X

'-0

52'-0"

54'-0"

'-0

HP5

HP6

HP7

E 6679991.60

N 1976342.92

FUTURE BRIDGE

BEGIN OF

22'-0"20'-0"10'-0" 12'-0"20'-0"22'-0"

M

IN

M

IN

SEE NOTE 1

AREA,

DEVICES

SETTLEMENT

E 6680070.55

N 1976355.83

FUTURE BRIDGE

END OF

5'-0" 5'-0"

5'-0"5'-0"

5'-0" 5'-0"

HP8

SEE NOTE 2

APPROX 0.06 ACRES

CLEARING AND GRUBBING AREA

TEMPORARY SURCHARGE AND

AREA

DEVICE

SETTLEMENT

C

MIN

2'-0"

M

IN

5'-0" 5'-0"

AREA

DEVICE

SETTLEMENT

A P

P R

O X

.5

T

O

.5

V A

R

IE

S D

IS

T

A N

C E

B

SEE NOTE 1

AREA,

DEVICES

SETTLEMENT

HP HP HPTOE TOE TOE TOEHP

No. 71876

Exp. 12-31-25

N A

R D

NERUS AR

D

N E

L A

B

LIVIC

M

IN6

DEVICE, TYP

SETTLEMENT

Docusign Envelope ID: E2004989-9F9E-4C48-8E4E-1285D8853700

8/25/2025

C

B

A

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

VI= DesignScript24x36.PEN

PLOT DATE:21-AUG-2025

SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

IRRI

IRRI IRRI

IRRI

N

(NIC)

BRIDGE

FUTURE

T U

L E C

A N

A L

F L O

W

(E) WEST SIDE ROAD

NOTES:

P15

P4

P12

P13

P14 P16

P17

P8

P10

SEE NOTE 6

SEE DWG C-104, TYP

TURBIDITY CURTAIN

SCALE: 1" = 20'-0"

END TURBIDITY CURTAIN

P28

P9

P11

(E) EAST SIDE ROAD

SEE NOTES 3,4 & 5

SEE DWG C-103, TYP

ENVIRONMENTAL EXCLUSION FENCING

ENVIRONMENTAL EXCLUSION FENCING AND TURBIDITY CURTAIN PLAN

P30

P31

P32

P33

POINT NORTHING EASTING

ENVIRONMENTAL EXCLUSION FENCING AND TURBIDITY CURTAIN COORDINATES

EXCLUSION FENCING

ENVIRONMENTAL

TO SPECIFICATION SECTION 01561.

SHALL BE CLEARED AND GRUBBED ACCORDING

EXCLUSION FENCING LIMIT

TURBIDITY CURTAIN DETAILS.

BY CONTRACTOR. SEE DWG C-104 FOR

APPROXIMATE AND SHALL BE FIELD VERIFIED

6. TURBIDITY CURTAIN COORDINATES SHOWN ARE

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

3. ENVIRONMENTAL

EXISTING FACILITIES.

WETLANDS, ROAD SETBACKS, AND ACCESS TO

COORDINATION WITH DWR REPRESENTATIVE:

FOLLOWING AREAS WITHOUT PRIOR

ALTER EXISTING CONDITIONS OF THE

2. CONTRACTOR SHALL NOT PERFORM WORK OR

BRIDGE.

1. SEE DWG C-101 FOR COORDINATES OF FUTURE

P34

P2 P1

P3

P1

P2

P7

P3

P4

P5

P6

P8 1976446.14 6680088.82

P9 1976427.90 6680103.14

P10 1976417.68 6680120.45

P15

P14

P13 6680320.83

POINT NORTHING EASTING

P12 1976412.38 6680304.89

P17 1976200.96 6680154.25

P18 1976198.50 6680106.08

P20 6680077.95

6680013.90

P11 1976414.90 6680140.80

P16 1976279.81 6680147.01

P21

P22

P23

P24

1976313.39 6680057.96

1976324.83 6680048.25

1976378.12 6680039.55

1976373.94

1976309.31

P19 1976309.78 6680088.14

6680325.77

6680196.08 1976279.20

1976277.58

1976393.66

1976396.97 6679883.09

1976394.03 6679933.97

1976402.05 6679956.66

1976391.42 6680013.09

1976398.29 6680056.86

1976414.56 6680067.06

1976440.79 6680066.36

CL OF FUTURE BRIDGE

0 10 20

SURCHARGE RSP

TEMPORARY

SURCHARGE RSP

TEMPORARY

P5

P18

P20

6679949.42

6679878.21

1976224.87 6679937.99

1976308.97 6679921.08

1976353.98 6679879.47

1976375.27

1976190.52

TURBIDITY CURTAIN

BEGIN

P19

P21

P22

END TURBIDITY CURTAIN

P23

TURBIDITY CURTAIN

BEGIN

P24

P25

P27

P26

P25 6680022.59

P29 6680004.18

P30

P32

P28 6679977.66

P33

P34

P31

6680017.02

6679999.361976296.49

1976290.31

1976193.31

1976306.71

1976320.64

P26

P27

P29

M. HUANG

G N

AUH NAIQG

N

E M

LIVIC

PLAN

FENCING AND

ENVIRONMENTAL EXCLUSION

TURBIDITY CURTAIN

010 C-102

IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI

IRRI

IRRI

IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI IRRI

IRRI

IRRI

IRRI

APPROXIMATELY 0.35 ACRES

STAGING AREA

P6

P7

Docusign Envelope ID: E2004989-9F9E-4C48-8E4E-1285D8853700

8/22/2025

C

B

A

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

VI= DesignScript24x36.PEN

PLOT DATE:21-AUG-2025

SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

COMMON BACKFILL

16 GAUGE GALVANIZED WIRE-TIES

TIGHTLY BETWEEN POSTS

14 GAUGE GALVANIZED GUIDE WIRE, DRAW

CONSTRUCTION AREA

COMMON BACKFILL

TIES, SPACED EVERY 2.5'

16 GAUGE GALVANIZED WIRE-

GUIDE WIRE

GALVANIZED

14 GAUGE

10" VERTICALLY

TIES, SPACED EVERY

GALVANIZED WIRE-

16 GAUGE

OG

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

GALVANIZED STEEL

T-POST, TYP.

NTS

ELEVATION

NTS

SEE NOTE 2

STEEL T-POST,

GALVANIZED

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

RL

AP

S

EGM

ENT

S 6"

NTS

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

SAND BAG

LEGEND (ONLY FOR THIS SHEET)

SEE NOTE 9

SAND BAGS TO SEAL,

SEE NOTE 4

OVERLAP SEGMENTS 6"

SEE NOTE 9

SAND BAGS TO SEAL,

A B C

NOTES:

ENVIRONMENTAL EXCLUSION FENCINGENVIRONMENTAL EXCLUSION FENCING

WHERE DIGGING A TRENCH IS NOT AVAILABLE.

ENTRANCE / EXIT GATES AND LOCATIONS

ENVIRONMENTAL EXCLUSION FENCING

9. SAND BAGS ARE USED TO SEAL AT

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 INSTALLED AS SHOWN ON DWG C-102.

7. ENVIRONMENTAL EXCLUSION FENCING SHALL

FROM SOIL BEFORE BACKFILLING TRENCH.

REMOVE COBBLES AND BOULDERS

6. BACKFILL TRENCH WITH NATIVE SOIL.

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 IMPALEMENT SAFETY CAP.

2. T-POSTS SHALL BE EQUIPPED WITH SPADES

OBSTRUCTIONS.

THE TRENCH SHALL BE CLEARED OF

1. EXCAVATE TRENCH 6" WIDE BY 6" DEEP.

6"

6"

M. HUANG

G N

AUH NAIQG

N

E M

LIVIC

DETAILS

FENCING

ENVIRONMENTAL EXCLUSION

011 C-103

8/22/2025

C

B

A

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

VI= DesignScript24x36.PEN

PLOT DATE:21-AUG-2025

SAFETYTHINK

ACT SAFELY

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DATE

DESCRIPTIONREV.

SUB. APP.

SUBMITTED:

CHECKED:

DRAWN:

REVIEWED:

DESIGNED:

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

SPEC. NO. SHEET NO. DRAWING NO.

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

TECHNICAL DESIGN CRITERIA.

1. SEE TURBIDITY CURTAIN SPECIFICATION FOR

NOTE:

OG

.5

M

IN

6.5' MAX

TURBIDITY CURTAIN DETAIL (SCHEMATIC)

NTS

T-POST DETAIL

NTS

STEEL T-POST

6"Ø MIN FLOATS

CLOSED-CELL FLOTATION

GEOTEXTILE FABRIC

WATER LEVEL

BALLAST CHAIN

A

B

NTS

STEEL T-POST

TYPICAL T-POST SIDE VIEW

C

C

TURBIDITY CURTAIN

CONSTRUCTION AREA

OG

OG

CURTAIN

TURBIDITY

TIE

WATER LEVELWATER LEVEL

M. HUANG

G N

AUH NAIQG

N

E

TURBIDITY CURTAIN

DETAILS

012 C-104

8/22/2025