26-07_Bid_Set_Drawings.pdf

STOPLOG - DETAILS 805-D-356217

STOPLOG - LOG SECTION 805-D-356116

STOPLOG - INSTALLATION - ASSEMBLY - LIST OF PARTS 805-D-295215

RADIAL GATE - WALL PLATE - SILL - PIN BEARING 805-D-138814

RADIAL GATE - SIDE BEAM - ARM 805-D-138713

RADIAL GATE - GATE LEAF 805-D-138612

RADIAL GATE AND HOIST INSTALLATION 805-D-138511

GATE CRADLE - PLAN, ELEVATION, SECTIONS AND DETAILS S-10210

RADIAL GATE AND CRADLE FRAME CONFIGURATION S-101 9

PLAN AND DETAILS

DOS AMIGOS PUMPING PLANT - STOPLOG STORAGE AND REPAIRS - C-103 8

ACCESS SITE - PLAN AND DETAIL

DWR COALINGA STORAGE YARD - SALVAGE GATE STORAGE AND C-102 7

GENERAL PLAN AND EXISTING UTILITIES - PLAN C-101 6

SURVEY CONTROL - PLAN AND DETAIL V-101 5

SITE ACCESS AND STAGING AREA G-104 4

GENERAL NOTES AND STRUCTURAL NOTES G-103 3

ABBREVIATIONS, SYMBOLS, AND LEGEND G-102 2

COVER SHEET AND LOCATION MAP G-101 1

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

AREA MAP

CALIFORNIA NATURAL RESOURCES AGENCY

STATE WATER FACILITIES

LIST OF DRAWINGS

SHEET NO. DRAWING NO. DRAWING TITLE

OROVILLE FIELD DIVISION

FRESNO

AQ

UEDUCT

BERNARDINO

SAN

FRANCISCO

SAN

SACRAMENTO

LOS ANGELES

LOCATION MAP

SAN DIEGO

C A L

IF

O R N

IA

OROVILLE FIELD DIVISION

DIVISION

SOUTHERN FIELD

SAN JOAQUIN FIELD DIVISION

SAN LUIS FIELD DIVISION

DELTA FIELD DIVISION

COASTAL BRANCH

N

CALIFORNIA

AQUEDUCT

C A L

IF

O R N

IA

AQUEDUCT

F R E S

N O C

O

M E R

C E

D C

O

F R E S

N O C

O

K

IN

G C

O

PROJECT LOCATION

CHECK 17

GENERAL

CIVIL

REFERENCE

COALINGA O&M YARD

STRUCTURE

MAP

AREA

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

E

D

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A

PLOT DATE:15-JUN-2026

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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 I A

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

WATER RESOURCES

DEPARTMENT OF

APP. OSFM #

SPECIFICATION NO.

MANAGER, DESIGN

GEOMATICS

No. 79717

Exp. 9-30-26

H G

NI

S RADNEL

A S

LIVIC

26-07

26-07

FRESNO COUNTY, CALIFORNIA

MILEPOST 132.97

STRUCTURAL MODIFICATIONS

CALIFORNIA AQUEDUCT

CHECK STRUCTURE 17

SAN LUIS FIELD DIVISION

G-101001

Docusign Envelope ID: 339D186B-8BF3-812D-82CA-3974C152C94B

6/22/2026

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

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

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

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

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

° --------------- DEGREES

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

LP

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

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

Ø --------------- DIAMETER, ROUND

D --------------- PENNYWEIGHT

% --------------- PERCENT

NWC --------------- NORMAL WEIGHT CONCRETE

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

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

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

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

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

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

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

NAD ---------------- NORTH AMERICAN DATUM

NA ------------------ NOT APPLICABLE TO THIS PROJECT

(N) ------------------ NEW

N -------------------- NORTHING

N

MWD --------------- METROPOLITAN WATER DISTRICT

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

MPH ---------------- MILES PER HOUR

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

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

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

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

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

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

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

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

MCJ ---------------- MASONRY CONTROL JOINT

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

M.B. ---------------- MACHINE BOLT

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

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

MANUF. ----------- MANUFACTURER

M

L.W. ---------------- LIGHT WEIGHT

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

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

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

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

L -------------------- LENGTH OR LIVE LOAD

L

KSI ----------------- 1,000 POUNDS PER SQUARE INCH

Klp ----------------- 1,000 POUNDS

K

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

JST ----------------- JOIST

JB ------------------- JUNCTION BAR

J

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

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

INFO --------------- INFORMATION

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

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

I.F. ----------------- INSIDE FACE

I.D. ---------------- INSIDE DIAMETER

ID ------------------- IDENTIFICATION

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

I

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

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

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

HSS ---------------- HOLLOW STRUCTURAL SECTION

H.S.B. ------------- HIGH STRENGTH BOLTS

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

HR ------------------ HOUR OR HANDRAIL

HOR OR H ------- HORIZONTAL

HMA --------------- HOT MIX ASPHALT

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

HGL ---------------- HYDRAULIC GRADE LINE

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

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

HDPE -------------- HIGH-DENSITY POLYETHYLENE

HDG --------------- HOT DIPPED GALVANIZED

HD ------------------ HEAD / HOT DIPPED

HC ------------------ HOLLOW CORE

H -------------------- HEIGHT

H

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

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

GL ------------------ GRID LINE

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

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

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

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

G

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

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

FOM --------------- FACE OF MASONRY

FO ------------------ FACE OF

FNDN -------------- FOUNDATION

FL OR FLR ------- FLOOR

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

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

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

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

F.F. ----------------- FINISHED FLOOR

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

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

F

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

WSE --------------- WATER SURFACE ELEVATION

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

WHS --------------- WELDED HEADED STUD

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

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

W

V.I.F. --------------- VERIFY IN FIELD

VERT OR V ----- VERTICAL

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

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

V

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

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

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

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

UL ------------------ UNDERWRITERS LABORATORIES

U/S ----------------- UPSTREAM

U

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

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

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

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

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

T.O. ---------------- TOP OF

THRU -------------- THROUGH

THK ---------------- THICKNESS

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

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

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

T

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

SWC --------------- STATE WATER CONTRACTOR

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

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

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

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

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

SS OR SST -------STAINLESS STEEL

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

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

SPAC'G ----------- SPACING

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

S.O.G. ------------ SLAB ON GRADE

SMS --------------- SHEET METAL SCREW

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

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

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

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

SEP ---------------- SEPARATION

SDST -------------- DELF DRILLING, SELF TAPPING

SCH/SCHED------ SCHEDULE

S.A.D. ------------- SEE ARCHITECTURAL DRAWING

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

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

S

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

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

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

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

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

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

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

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

REBAR ------------ REINFORCING STEEL BAR

RD ------------------ ROAD OR ROOF DRAIN

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

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

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

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

R

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

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

PT ------------------ POINT OR PRESSURE TREATED

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

PSF ---------------- POUNDS PER SQUARE FOOR

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

POT ---------------- POINT OF TANGENT

PM ----------------- PRESSED METAL

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

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

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

PCF ---------------- POUNDS PER CUBIC FOOT

P.A.M. ------------- PNEUMATICALLY APPLIED MORTAR

P

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

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

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

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

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

O.F. ---------------- OUTSIDE FACE

O.D. ---------------- OUTSIDE DIAMETER

O.C. ---------------- ON CENTER

O

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

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

EXTRU ------------ EXTRUSIONS

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

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

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

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

ETC ---------------- ETCETERA

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

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

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

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

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

ENGR'D ----------- ENGINEERED

EMBED ------------ EMBEDMENT

ELEV OR EL ----- ELEVATION

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

EJ ------------------ EXPANSION JOINT

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

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

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

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

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

E -------------------- EASTING

E

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

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

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

DFG --------------- CALIFORNIA DEPARTMENT OF FISH AND GAME

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

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

DWG. -------------- DRAWING

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

DIA ----------------- DIAMETER

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

DEV ---------------- DEVELOPMENT

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

DEMO ------------- DEMOLISH

DEG. --------------- DEGREES

D/S ----------------- DOWNSTREAM

D -------------------- DEPTH OR DEAD LOAD

D

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

CONT'D ----------- CONTINUED

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

CONN ------------- CONNECTION

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

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

C.O. --------------- CONDUIT ONLY OR CLEANOUT

CMU --------------- CONCRETE MASONRY UNIT

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

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

CLR ---------------- CLEAR OR CLEARANCE

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

CJ ------------------ CONTROL JOINT

CIRC --------------- CIRCUMFERENCE / CIRCULAR

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

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

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

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

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

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

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

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

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

CAJ ---------------- CONTRACTION JOINT

C

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

BTM ---------------- BOTTOM

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

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

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

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

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

B.O. ---------------- BOTTOM OF

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

BD ------------------ BOARD

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

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

B/T ----------------- BETWEEN

B

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

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

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

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

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

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

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

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

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

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

AGRM ------------ AGREEMENT

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

AFF ---------------- ABOVE FINISH FLOOR

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

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

ACP---------------- ASBESTOS CONCRETE PIPE

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

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

AC ------------------ ACRE OR ASPHALT CONCRETE

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

A

------------- OVERHEAD ELECTRICAL POWER POLE

--------------- OVERHEAD ELECTRICAL TOWER

SYMBOLS - GENERALABBREVIATIONS

E

D

C

B

A

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE: 9-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL II SECTION

MANAGER, CIVIL BRANCH

LEGEND

NEW CONSTRUCTION

EXISTING FACILITIES

YU-CHEN HSUEH

DWR

DWR

SALENDAR SINGH

G-10226-07

GENERAL

STRUCTURAL MODIFICATIONS

ABBREVIATIONS, SYMBOLS,

CALIFORNIA AQUEDUCT

AND LEGEND

No. 79717

Exp. 9-30-26

H G

NI

S RADNEL

A S

LIVIC

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

6/12/2026

6/15/2026

D

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DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, STRUCTURAL BRANCH

MANAGER, STRUCTURAL SECTION

GENERAL NOTES

MATERIAL.

TIONS AND DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY

. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING STATIONS, BEARINGS, ELEVA-8

WITHOUT WRITTEN DIRECTION FROM THE ENGINEER.

ENGINEER. NO DEVIATION FROM THE CONTRACT DOCUMENTS SHALL BE ALLOWED

REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE

REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.

7. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS

BE WITHIN DWR RIGHT-OF-WAY.

6. ALL CONSTRUCTION, INCLUDING CONTRACTOR PARKING AND STAGING AREAS, SHALL

THE BEST ALTERNATE ACCESS ROUTE FOR THAT PARTICULAR PROPERTY.

THE ACCESS RESTRICTION, THE APPROXIMATE DURATION OF THE RESTRICTION, AND

PROPERTY OWNER OR RESPONSIBLE PERSON, INFORMING OWNER OF THE NATURE OF

ACCESS FROM PUBLIC ROADS TO ADJACENT PROPERTIES, COORDINATE WITH EACH

ADJACENT PROPERTIES DURING CONSTRUCTION. PRIOR TO RESTRICTING NORMAL

5. THE CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS FROM PUBLIC ROADS TO

FENCING AND GATE SIGNS SHALL BE REPLACED FOLLOWING CONSTRUCTION.

FENCING OR BARRIERS ARE REMOVED, TEMPORARY BARRIERS SHALL BE PROVIDED.

REQUIRED FOR CONSTRUCTION AND AS SHOWN ON THE PLANS. WHERE EXISTING

4. EXISTING FENCING AND GATES WITHIN THE RIGHT-OF-WAY SHALL BE REMOVED AS

IMMEDIATELY NOTIFY THE DEPARTMENT OF ANY DISCREPANCIES.

EXISTING FACILITIES AND FEATURES BEFORE STARTING WORK AND SHALL

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SIZES, AND LOCATIONS OF ALL

(800) 227 - 2600.

ALERT 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION BY CALLING

OR ANY SUBCONTRACTOR, IS REQUIRED TO NOTIFY THE UNDERGROUND SERVICE

PROTECTED FROM CONSTRUCTION EQUIPMENT AND OPERATIONS. THE CONTRACTOR,

CONTRACTOR. ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES SHALL BE

LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHALL BE VERIFIED BY THE

MEASURES TO LOCATE UTILITIES TO BE PROTECTED OR REMOVED. THE ACTUAL

COMPLETE AS SHOWN IN THESE PLANS. THE CONTRACTOR SHALL TAKE NECESSARY

2. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND MAY NOT BE

SHALL REMAIN AND BE PROTECTED IN PLACE.

BEARING GREASE PIPING. THE EXISTING HOIST DRUMS, MOTORS AND PIN BEARING HUB

RADIAL GATES SHALL BE FROM THE HINGE PINS TO THE HOIST ROPES, INCLUDING PIN

FIELD VERIFY EXISTING GATES DETAILS PRIOR TO CONSTRUCTION. REMOVAL OF THE

1. SEE REFERENCE DWG. 85-D-1385 FOR EXISTING GATES DETAILS. CONTRACTOR SHALL

STRUCTURAL NOTES

6. DO NOT SCALE THE DRAWINGS.

WORK. NOTIFY ENGINEER OF DISCREPANCIES.

5. VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING

THE ENGINEER TO REVIEW.

FINAL SIZE AND LOCATION REQUIREMENTS OF AGGREGATE BASE AND SUBGRADE TO

OR MODIFY THE STRUCTURAL MEMBERS UNLESS SPECIFICALLY INDICATED. SUBMIT

OF AGGREGATE BASE WITH GATE CRADLE AND RADIAL GATE STRUTS. DO NOT CUT

SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE THE SIZE AND LOCATION

OF AGGREGATE BASE NOT 4. REFER TO CIVIL DRAWINGS FOR SIZE AND LOCATION

3. REFER TO CIVIL DRAWINGS FOR RADIAL GATE AND CRADLE STORAGE DETAILS.

OCCUR.

REFERENCED. SUCH DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY

ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY

2. DETAILS ON SHEETS TITLED "TYPICAL DETAILS" APPLY TO SITUATIONS OCCURRING

BY THE ENGINEER.

TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW

CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER

1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE

1. DESIGN LOAD CRITERIA: CRADLE FRAME

GRAVITY LOADS

APPROXIMATE DEAD LOADS

WIND LOADS (ASCE 7-22 CH 26)

EXPOSURE CATEGORY

ULTIMATE WIND SPEED

IMPORTANCE FACTOR, I

ULTIMATE SEISMIC LOADS (STRUCTURE)

W

IMPORTANCE FACTOR, I

MAPPED SPECTRAL ACCELERATIONS

SITE CLASS (ASCE 7-22 § 11.4.2.1)

SEISMIC DESIGN CATEGORY

DESIGN BASE SHEAR, V

RESPONSE MODIFICATION FACTOR, R

OVERSTRENGTH FACTOR, O

4,500 LBS (CRADLE)

WITHOUT STRUTS)

28,000 LBS (RADIAL GATE FACE

WITH STRUTS)

42,000 LBS (RADIAL GATE FACE

C

93 MPH

1.00

DEFAULT

D1DS

D

STRUCTURES

ALL OTHER SELF-SUPPORTING

17,076 LBS

1.25

2.0

S =1.25g, S =0.79g

Ss=1.67g, S =0.47g

STRUCTURAL DESIGN CRITERIA

COEFFICIENTS

DESIGN SPECTRAL RESPONSE

TABLE 15.4-2

NONBUILDING STRUCTURE TYPE

1.00 (RISK CATEGORY II)

STRUCTURAL STEEL

SECTIONS

WIDE FLANGES

PLATES

STEEL PIPE

(HSS)

HOLLOW STRUCT. SECTIONS

ASTM A500, GR C

ASTM A53, GR B

ASTM A572, GR 50

ASTM A992, GR 50

TYPE

NOTED:

2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE

STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION.

1. DETAIL, FABRICATE AND ERECT IN ACCORDANCE WITH AISC "SPECIFICATION FOR

STRUCTURAL STEEL WELDING

SHALL BE FILLED WITH WELD METAL AND SMOOTHED BY GRINDING OR FILING.

SHALL BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL. HOLES

5. ALL COMPLETE AND PARTIAL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW

E70XX MINIMUM AS APPLICABLE.

4. ARC-WELDING ELECTRODES/FILLER METALS SHALL BE LOW HYDROGEN TYPES

CONSTRUCTION PROCEDURE ONLY.

3. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED

NOTED.

ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS UNLESS OTHERWISE

2. WHERE LENGTH OF WELDING IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT.

SIZE IS SPECIFIED ON THE PLANS.

STEEL CONSTRUCTION" AT STEEL TO STEEL JOINTS UNLESS A LARGER WELDING

1. USE THE MINIMUM SIZE OF WELDING IN ACCORDANCE WITH "AISC MANUAL OF

MT. WHITNEY AVENUE BRIDGE LOAD AND TRAFFIC RESTRICTIONS

SPEED RESTRICTIONS DURING ALL PHASES OF WORK.

PHYSICAL CONTROLS TO ENSURE COMPLIANCE WITH THESE OCCUPANCY AND

4. ENFORCEMENT: THE CONTRACTOR SHALL PROVIDE NECESSARY FLAGGERS OR

3. SPEED LIMIT: THE MAXIMUM CROSSING SPEED SHALL BE 20 MPH.

ANY TIME.

5-AXLE TRUCKS, OR HEAVY EQUIPMENT) IS PERMITTED ON THE BRIDGE SPAN AT

2. OCCUPANCY LIMITS: ONLY ONE VEHICLE (INCLUDING BUT NOT LIMITED TO CRANES,

1. MAXIMUM AXLE WEIGHT: GROSS AXLE WEIGHT SHALL NOT EXCEED 27,000 POUNDS.

(ASCE 7 §15.4.2)

FOR NONBUILDING STRUCTURES

SEISMIC DESIGN REQUIREMENTS

ANALYSIS PROCEDURE

MICHAEL ANTWI

DWR

DWR

CAMERON BEST

G-10326-07

GENERAL NOTES AND

STRUCTURAL NOTES

No. 7208

Exp. 3-31-28

T

SEB NOREM

A

C

LARUTCURTS

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

6/12/2026

6/12/2026

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S

T R

U C

T U

R E

T

A D

W A

L L

.9

S

T R

U C

T U

R E

T

A D

W A

L L

.9

S

T R

U C

T U

R E

T

A D

W A

L L

.9

S

T R

U C

T U

R E

T

A D

W A

L L

R E G

IS

T E R

ED

PROFESSION

L

E N G

IN

E

A T

E OF CALIF

OR

E G

IS

T E R

ED

PROFESSION

L

E N G

IN

E

A T

E OF CALIF

OR

SEE NOTE 5

CRANE TURNAROUND

STAGING AREA

NPLAN - CHECK 17 SITE ACCESS

mi 2

SCALE: 1" = 0 mi2

ACCEPTANCE PRIOR TO CROSSING THE BRDIGE.

SUBMITTED TO THE ENGINEER FOR REVIEW AND

OR AXLE SPACING LESS THAN 4 FEET MUST BE

LOADS EXCEEDING HL-93 SINGLE LANE LOADING

AASHTO HL-93 LOADING. ANY VEHICLE WITH

BRIDGE MUST NOT EXCEED SINGLE-LANE

8. CONSTRUCTION TRAFFIC ON CERINI AVENUE

REMOVAL AND RESTORATION OF SWING GATE.

FUNCTIONALITY. SEE DWG. C-101 FOR

SWING GATE TO ITS ORIGINAL CONDITION AND

CONTRACTOR SHALL RESTORE THE ORIGINAL

CONSTRUCTION. UPON COMPLETION OF WORK,

GATE TO SECURE THE SITE DURING

SHALL PROVIDE AND MAINTAIN A TEMPORARY

FT WIDE SALVAGE RADIAL GATE. CONTRACTOR

GATE TO ACCOMMODATE HAULING OF THE 25-

7. CONTRACTOR SHALL REMOVE EXISTING SWING

TRANSPORTATION.

PERSONNEL IS REQUIRED PRIOR TO

COALINGA O&M CIVIL MAINTENANCE

STORAGE LOCATIONS. COORDINATION WITH

DWG. C-102 FOR SPECIFIC ACCESS AND

LUIS FIELD DIVISION COALINGA O&M YARD. SEE

TRANSPORT SALVAGED ITEMS TO THE SAN

MECHANICAL/ELECTRICAL EQUIPMENT.

FROM THE HINGE BASE. REMOVE ALL

6. SALVAGE GATE 2 AND ALL APPURTENANCES

TO CONSTRUCTION.

TURNAROUND AREA (STAGING AREA) PRIOR

5. CONTRACTOR SHOULD FIELD VERIFY CRANE

TO THE STAGING AREA.

BY THE DEPARTMENT PRIOR TO MOBILIZATION

OF USAGE, AND OTHER DETAILS AS REQUIRED

SUBMIT AN EQUIPMENT LIST, THE DURATION

AND/OR POWER). THE CONTRACTOR SHALL

LIMITS, USABLE AREA, AND FACILITIES (WATER

DEPARTMENT WILL IDENTIFY THE LOCATION,

ELECT TO USE ADDITIONAL STAGING, THE

UPON REQUEST. SHOULD THE CONTRACTOR

4. ADDITIONAL STAGING MAY BE AVAILABLE

ALIGNMENT.

HORIZONTAL MEASUREMENT ALONG INDICATED

3. LOCATION MILE POSTS ARE BASED ON

PRIOR TO BEGINNING WORK.

TRANSPORTATION PERMITS AND APPROVALS

SHALL OBTAIN ANY AND ALL APPROPRIATE

ROUTE PLAN AS SPECIFIED. CONTRACTOR

ONLY, CONTRACTOR SHALL SUBMIT A HAUL

2. INDICATED ROUTES ARE FOR REFERENCE

OR WITHHELD, SHALL BE FIELD VERIFIED.

SITE SPECIFIC FEATURES, THOSE IDENTIFIED

AND/OR REFERENCE PURPOSES ONLY. ALL

APPROXIMATE AND ARE FOR ILLUSTRATIVE

1. THE AREAS DEPICTED BY THIS MAP ARE

E

D

C

B

A

PrintPDF24x36.pltcfg

1 2 3 4 5 6 7

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:22-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

R E G

IS

T E R

ED

PROFESSION

L

E N G

IN

E

A T

E OF CALIF

OR

E G

IS

T E R

ED

PROFESSION

L

E N G

IN

E

A T

E OF CALIF

OR

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL II SECTION

MANAGER, CIVIL BRANCH

M.P. 132.95

(E) CHECK STRUCTURE #17

APPROX. DWR ROW

CHECK 17

SEE NOTE 6

GATE 2

GATE 4

PRIMARY RD

SECONDARY RD

PRIMARY RD

PRIMARY RD

SE

CONDARY

RD

Flow

Flow

SEE NOTE 8

CERINI BRIDGE

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

LIMITS OF CONSTRUCTION

CONSTRUCTION

LIMITS OF

(E) CONCRETE WEIR

LIMITS OF CONSTRUCTION

(E) END OF GUARDRAIL

LIMITS OF CONSTRUCTION

C E R

IN

I A

V E

(E) POWER POLE, TYP.

(E) OVERHEAD POWER LINE, TYP.

SECONDARY ROAD (E) PRIMARY ROAD

SEE NOTE 7

GATE ENTRANCE

SECONDARY ROAD

(E) PRIMARY AND

APPROX. DWR ROW

APPROX. DWR ROW

APPROX. DWR ROW

APPROX. DWR ROW

APPROX. DWR ROW

APPROX. DWR ROW

0 40 80 N

295 295

M T

W H

IT

N E

Y A

V E

PLAN - LIMITS OF WORK AND STAGING AREA

- 0" 80' SCALE: 1" =

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCITON

LIMITS OF

0.352

0.251

ACRESTAGING AREA

STAGING AREA 1

STAGING AREA 2

Exp. 3-31-28

LARUTCURTS

WING CHIU

YU-CHEN HSUEH

YU-CHEN HSUEH

SALENDAR SINGH

G-10426-07

SITE ACCESS AND

STAGING AREA

CALIFORNIA

AQUEDUCT

MP 134.8

MP 134.9

MP 132.8

CALIFORNIA

AQUEDUCT

No. 79717

Exp. 9-30-26

H G

NI

S RADNEL

A S

LIVIC

No. 7208

T

SEB NORE

M

A

CLEGEND

NOTES

CONTRACTOR ACCESS

Docusign Envelope ID: 339D186B-8BF3-812D-82CA-3974C152C94B

6/22/2026

6/22/2026

MONUMENT PRESERVATION

AND § 8890-8902 HEIGHTS.

GEODETIC DATUMS, § 8870- 8880 GEODETIC COORDINATES,

CODE § 8801-8819 STATE PLANE COORDINATES, § 8850- 8861

SURVEYORS’’ACT), AND THE CALIFORNIA PUBLIC RESOURCES

BUSINESS AND PROFESSIONS CODE §8700-8805 (LAND

ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION IN

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES WERE

PROFESSIONAL LAND SURVEYOR'S STATEMENT

(BPC 8726(f), PRC 8890-8902)

UNITS ARE IN U.S. SURVEY FOOT.

CSRC CGPS 2025.00 ELLIPSOID HEIGHTS.

NAVD88, AS DERIVED FROM APPLYING GEOID18 TO NAD83(2011)

ON THE NORTH AMERICAN VERTICAL DATUM OF 1988,

THE ELEVATIONS ESTABLISHED IN THIS SURVEY ARE BASED

BASIS OF BEARING AND COORDINATES

VERTICAL COORDINATE DATUM

OF ANY REQUIRED CORNER RECORD(S) OR RECORD(S) OF SURVEY.

REPLACED, AND THE CONTRACTOR IS RESPONSIBLE FOR FILING

SHOWN HEREIN MUST BE PRESERVERED, REFERENCED, OR

EXISTING SURVEY CONTROL OR MONUMENT SHOWN OR NOT

CALIFORNIA AS THE PERSON RESPONSIBLE FOR COMPLIANCE. ANY

AUTHORIZED TO PERFORM LAND SURVEYING IN THE STATE OF

A LICENSED LAND SURVEYOR OR A PROFESSIONAL CIVIL ENGINEER

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE

THE BOUNDS OF THE PERMITTED CONSTRUCTION ARE PROTECTED.

THAT ALL EXISTING SURVEY CONTROL AND MONUMENTS WITHIN

CALIFORNIA BUSINESS AND PROFESSIONS CODE 8771 TO ENSURE

THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH

BPC 8771 (a)-(f) AND 8773.3

SURVEY CONTROL ACCURACY

DIGITAL GEOSPATIAL DATA (2014)

REFERENCE: ASPRS POSITIONAL ACCURACY STANDARDS FOR

CONFIDENCE LEVEL (1-SIGMA VALUE * 1.96): 0.643 US FEET

DWR ABSOLUTE MAPPING VERTICAL ACCURACY AT 95%

(MEASURED): 0.328 US FEET

DWR ABSOLUTE MAPPING VERTICAL ACCURACY AT 1-SIGMA

CONFIDENCE LEVEL (1-SIGMA VALUE * 2.448): 0.401 US FEET

DWR ABSOLUTE MAPPING HORIZONTAL ACCURACY AT 95%

(MEASURED): 0.164 US FEET

DWR ABSOLUTE MAPPING HORIZONTAL ACCURACY AT 1-SIGMA

AERIAL LIDAR MAPPING ACCURACY

( BPC 8726(f), PRC 8813.3, 8815.1, 8815.5)

TABLE.

DIVIDE BY COMBINED SCALE FACTOR SHOWN IN SURVEY CONTROL

DISTANCES SHOWN HEREON ARE GRID, TO CONVERT TO GROUND

1983 (CCS83) ZONE 4, U.S. SURVEY FOOT.

EPOCH 2025.00, CALIFORNIA STATE PLANE COORDINATE SYSTEM

NORTH AMERICAN DATUM 1983, NAD83(2011) CSRC CGPS SECTOR

COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE

REPORT

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.070 US FEET

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

95% CONFIDENCE LEVEL: 0.035 US FEET

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT

(BPC 8726(f), PRC 8813.3, 8815.1, 8815.5)

(3) = CSRC CGPS POINTS HELD HORIZONTALLY IN FULLY CONSTRAINED NETWORK ADJUSTMENT

(2) = CSRC CGPS POINTS HELD HORIZONTALLY AND VERTICALLY IN FULLY CONSTRAINED NETWORK ADJUSTMENT

(1) = POINTS NOT SHOWN ON MAP AS THEY ARE LOCATED WELL BEYOND LIMITS OF VIEW

A1

SURVEY CONTROL DETAIL

0 750 1500

COALINGA YARD

W OAKLAND AVE.

HI

GHW

AY

W FORD AVE.

S E

L D

O R

A D

O A

V E

SET MAG NAIL/WASHER & PAINTED CROSS

331.78

SET MAG NAIL/WASHER & PAINTED CROSS

333.28

SET MAG NAIL/WASHER & PAINTED CROSS

333.72

SET MAG NAIL/WASHER & PAINTED CROSS

330.65

E

D

C

B

A

PrintPDF24x36.pltcfg 1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

NOT APPLICABLE

MGR., GEOMATICS. BR.

Y

EV

RUS

DNAL LANOISS

E F

O R

P

AI

NROFILAC FO E

TA

T S

N

SCALE: 1" = 1500'

T. CASE

J. CAMPBELL

J. CAMPBELL

A. SQUELLATI

A. SQUELLATI

V-10126-07

GEOMATICS

PLAN AND DETAIL

SURVEY CONTROL

No. 8627

SQUELLATI

ANTHONY

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

CHECK 17

(E) CHAIN LINK FENCE

(E) CHAIN LINK FENCE

(E) CHAIN LINK FENCE

(E) CHAIN LINK FENCE

FENCE

(E) BARBED WIRE

(E) GATE POST, TYP.

(E) OVERHEAD POWER LINE, TYP.

(E) POWER POLE, TYP.

DWR R/W

(E) FIBER OPTIC CABLE

SEE NOTE 2

(E) COMM CABLE

SEE NOTE 3

(E) FIBER OPTIC CABLE

(E) CONTROL BUILDING

Flow

FENCE

(E) BARBED WIRE

(E) CHAIN LINK FENCE

DWR R/W

(E) POWER POLE, TYP.

(E) OVERHEAD POWER LINES, TYP.

(E) CHAIN LINK FENCE

DWR R/W

(E) SIGN

(E) WATER PIPE

(E) WATER PIPE

(E) UTILITY PIPE

(E) GUARDRAIL

(E) GUARDRAIL

CABLE

(E) FIBER OPTIC

(E) COMM CABLE

(E) WATER PIPE

(E) PRIMARY ROAD

(E) PRIMARY ROAD

(E) SECONDARY ROAD

(E) SECONDARY ROAD

N

N

SITE PLAN

SCALE: 1" = 60'-0"

0 30 60

GUARDRAIL, TYP.

NOTES

(E) POWER POLE, TYP.

Flow

FOR SITE DIMENSIONS

SEE REFERENCE DWGS

N

DWR R/W

DWR R/W

Flow

SEE NOTE 2

(E) COMM CABLE

(E) SIGN

(E) SIGN

(E) POWER POLE, TYP.

(E) POWER POLE, TYP.

SEE NOTE 3

(E) FIBER OPTIC CABLE

SEE NOTE 4

(E) GATE POST, TYP.

(E) 8" CMP PIPE

(E) GUARDRAIL, TYP.

(E) OVERHEAED POWER LINE, TYP.

(E) BARBED WIRE FENCE, TYP.

(E) BARBED WIRE FENCE, TYP.

(E) PRIMARY ROAD

(E) SECONDARY ROAD

(E) SECONDARY ROAD

SEE NOTE 4

(E) GATE POST

(E) GUARDRAIL

(E) GUARDRAIL

(E) AC DIKE

(E) AC DIKE

(E) SIGN

W/ #4 @ 12" O.C. EW

(E) 6" THICK CONCRETE WEIR

(E) MONITOR WELL

(E) UNDER GROUND MCI POST

(E) DELINEATOR @50 FT O.C.

(E) DELINEATOR @50 FT O.C.

E

D

C

B

A

PrintPDF24x36.pltcfg

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

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE: 8-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL II SECTION

MANAGER, CIVIL BRANCH

SEE NOTE 5

SEE NOTE 6

STEEL SLEEVE

ORIGINAL GROUND

(E) GATE POST

(E) CONCRETE

EXISTING SWING GATE

" = 1'-0"2

SCALE: 1 20

SEE NOTE 5 AND 6, TYP.

REMOVE (E) GATE POSTORIGINAL GROUND

(E) HINGE (E) GATE ARM

(E) GATE LOCK

(E) CONCRETE, TYP.

SEE NOTE 7

(E) BARBED WIRE POST

(E) GATE POST, TYP.

1.50

(E) GATE POST REPAIR DETAIL

SCALE: 1" = 1'-0"

MP 132.9

MP 133.0

CALIFORNIA AQUEDUCT

MP 133.8

W M

O U N T W

H

IT

N E Y A

V E

MP 134.8

MP 134.9

CALIFORNIA AQUEDUCT

W M

O U N T W

H

IT

N E Y A

V E

S=2 0%

S

WING CHIU

YU-CHEN HSUEH

YU-CHEN HSUEH

C-10126-07

CIVIL

GENERAL PLAN

PLAN

AND EXISTING UTILITIES

M

A X

M

IN

. 1

SEE (E) GATE POST REPAIR DETAIL.

CLEARANCE OF 1/16" TO 1/8" ALL AROUND).

TO ENSURE A TIGHT, CONCENTRIC FIT (MAX.

FABRICATING THE EXTERNAL STEEL SLEEVE

POST OUTSIDE DIAMETER PRIOR TO

6. CONTRACTOR SHALL FIELD VERIFY EXISTING

PROTECTION OVER EXPOSED STUB.

PROVIDE WATERTIGHT, HIGH-VISIBILITY

REMOVE UPPER SECTION AND IMMEDIATELY

MIN. TO 8" MAX. ABOVE EXISTING GRADE.

5. CONTRACTOR SHALL CUT EXISTING POST 6"

REQUIRED.

SITE SECURITY IF FENCING REMOVAL IS

SALVAGE RADIAL GATE. PROVIDE TEMPORARY

CLEARANCES FOR HAULING 25-FT WIDE

4. CONTRACTOR SHALL FIELD VERIFY

FROM EDGE OF SECONDARY ROAD.

3. FIBER OPTIC CABLE LOCATED APPROX. 2 FT

FROM EDGE OF PRIMARY ROAD.

2. DWR COMM. CABLE LOCATED APPROX. 2 FT

DAMAGE AT NO COST TO THE DEPARTMENT.

OPERATIONS AND SHALL REPAIR SUCH

ANY DAMAGE CAUSED BY CONSTRUCTION

CONTRACTOR SHALL BE RESPONSIBLE FOR

SUBJECT TO APPROVAL BY THE ENGINEER.

PLATES OR LOAD-DISTRIBUTION MATS,

PROTECTIVE MEASURES, SUCH AS STEEL

CONTRACTOR SHALL PROVIDE APPROPRIATE

ON THESE FACILITIES. IF REQUIRED,

TRAFFIC OR EQUIPMENT MAY IMPOSE LOADS

DETERMINE WHETHER CONSTRUCTION

VERIFICATION, CONTRACTOR SHALL

ADJACENT TO THE HAUL ROUTES. FOLLOWING

AND CONCRETE FACILITIES ALONG AND

ABOVEGROUND AND UNDERGROUND UTILITIES

AND CONDITION OF ALL EXISTING

1. CONTRACTOR SHALL VERIFY THE LOCATION

M

A X

M

IN

± 16'-0" 3'-6"3'-6"

FIELD VERIFY VARIESVARIES

M I N

VARIES

No. 79717

Exp. 9-30-26

H G

NI

S RADNE

L A

S

LIVIC

INSTALLATION PER DWG. C-103.

REPLACE ALL BOTTOM/SIDE SEALS PRIOR TO

PLANT. CONTRACTOR SHALL INSPECT AND

. STOPLOGS STORED AT DOS AMIGOS PUMPING 8

TENSIONED WIRE)

NEW FOOTINGS, PLUMB POSTS AND

ORIGINAL OR BETTER CONDITION. (INCLUDING

CONSTRUCTION IS COMPLETE, RESTORE TO

FENCING FOR TRANSPORT CLEARANCE. ONCE

7. CONTRACTOR MAY TEMPORARILY REMOVE

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

6/12/2026

C K A R D

A V E N U E

S O N O

M A

O A K L A N D

A V E N U E

A V E N U E

C

ALIFO

RN

IA

AQ

U

EDU

CT

N A P A

E L

D O R A D O

A V E N U E

E

D

C

B

A

PrintPDF24x36.pltcfg

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

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL BRANCH

MANAGER, CIVIL II SECTION

ORIGINAL CONDITION AND FUNCTIONALITY.

RESTORE BARBED WIRE FENCE POST TO IT'S

COMPLETION OF WORK, CONTRACTOR SHALL

WIDE SALVAGE RADIAL GATE. UPON

CLEAR OPENING FOR HAULING OF THE 25 FT

BARBED WIRE FENCE AND POSTS TO PROVIDE

8. CONTRACTOR SHALL REMOVE EXISTING

EQUIPMENT.

STABLE PRIOR TO DISCONNECTING LIFTING

AGGREGATE BASE. ENSURE STACKS ARE

PLACE DUNNAGE LEVEL ON 9" COMPACTED

DUNNAGE BLOCKS AT LOCATIONS SHOWN.

2-HIGH ON EIGHT 24"X24"X6" PT DF-L TIMBER

7. CONTRACTOR SHALL STACK RADIAL ARMS MAX

FROM PROPERTY OWNERS PRIOR TO USE.

PERMISSIONS OR TEMPORARY ENTRY PERMITS

COUNTY AND SECURING NECESSARY

RESPONSIBLE FOR COORDINATING WITH THE

PRIVATE PROPERTY. THE CONTRACTOR IS

COUNTY ROADS AND ENCROACHMENT UPON

ACCESS ROUTES MAY REQUIRE THE USE OF

AS SHOWN ON THE PLANS. PORTIONS OF THE

6. CONTRACTOR SHALL UTILIZE ACCESS ROUTES

GATE ARMS.

AND ALL CRADLE COMPONENTS OR RADIAL

BETWEEN THE EDGE OF THE AGGREGATE BASE

5. MAINTAIN A MINIMUM 2 FT CLEARANCE.

DRAINAGE.

MAINTAIN A CROSS SLOPE OF 1-2% FOR

4. FINISHED AGGREGATE BASE SURFACE SHALL

CONDITION, AND COMPACT TO 95%.

SCARIFY NATIVE SOIL TO 12", MOISTURE

3. CONTRACTOR SHALL CLEAR VEGETATION,

THE FINAL LAYOUT.

SCARIFICATION AND COMPACTION TO VERIFY

COMMENCEMENT OF SUBGRADE

AT LEAST SEVEN DAYS PRIOR TO THE

SHALL COORDINATE WITH THE FIELD DIVISION

BY THE DEPT. THE FIELD ENGINEER

GATE CRADLE FRAME SHALL BE DETERMINED

PRECISE LATERAL POSITIONING OF THE RADIAL

2. THE FINAL ORIENTATION, AZIMUTH AND

INDICATED ALIGNMENT.

HORIZONTAL MEASUREMENT ALONG

1. LOCATION MILE POSTS ARE BASED ON

PLAN - COALINGA O&M YARD

mi 4

SCALE: 1" = 0 " mi4

A

DETAIL

SCALE: 1" = 100'-0"

N

0 50 100

(E) GATE

CHECK STRUCTURE 18

LINK FENCE

(E) CHAIN

(E) GATE

LOCATION, SEE NOTE 2

SALVAGE STORAGE

Flow

(E) CHAIN LINK FENCE

A

COALINGA O&M YARD, MILE POST 143.3

APPROX. DWR ROW

APPROX. DWR ROW

B

E

SECTION

" = 1'-0"4

SCALE: 0 2 4

COMPACTED SUBGRADE

12" THICK

GEOTEXTILE FABRIC

LC

AGGREGATE BASE

9" THICK

SEE NOTE 8

(E) BARBED WIRE FENCE

(E) BARBED WIRE FENCE

(E) SWING GATE

B

DETAIL

" = 1'-0"8

SCALE:

0 4 8

8 TOTAL, SEE NOTE 7

24"X24"X6" DUNNAGE

C

E

(E) RADIAL GATE ARMS

SEE DWG. S-101

(N) CRADLE

AGGREGATE BASE

AGGREGATE BASE

SUBGRADE LIMIT

12" THICK COMPACTED

D

SUBGRADE LIMIT

12" THICK COMPACTED

SEE NOTE 1 ON DWG. C-101

PRIMARY

SECONDARY

C

SECTION

" = 1'-0"4

SCALE: 0 2 4

GEOTEXTILE FABRIC

AND FINISHED GRADE

ORIGINAL GROUND

SEE NOTE 3

12" THICK COMPACTED SUBGRADE

SEE NOTE 4

9" THICK AGGREGATE BASE

24"X24"X6" DUNNAGE, TYP.

D

SECTION

" = 1'-0"4

SCALE:

GEOTEXTILE FABRIC

AGGREGATE BASE

9" THICK

SUBGRADE

COMPACTED

12" THICK

0 2 4

F

DETAIL

SCALE: 1" = 80'-0"

(E) BARBED WIRE FENCE

(E) SWING GATE

N 0 40 80

TOE ROAD

F

WING CHIU

YU-CHEN HSUEH

YU-CHEN HSUEH

C-10226-07

CIVIL

DWR COALINGA STORAGE YARD

PLAN AND DETAIL

SALVAGE GATE STORAGE AND

ACCESS SITE

F R E S

N O C

O A L

IN

G A R

D

COALINGA O&M YARD

MP 143.4MP 143.3MP 143.2

(E) PRIMARY ROAD

(E) SECONDARY ROAD

CALIFORNIA AQUEDUCT

14'-0"

18'-0"

2H :1

V

No. 79717

Exp. 9-30-26

H G

NI

S RADNE

L A

S

LIVIC

T Y

P

48'-3"24'-0"

TYP. TYP.

2'-0" MIN.

SEE NOTE 5

52'-6"

TYP.

24'-1"

TYP.

S=1-2%

S=1-2%

S=1-2%

S=1-2%

S=1-2%

2H :1

V

76'-7"

72'-3"

2'-0" MIN.

SEE NOTE 5

7'-0"

21'-6"

25'-6"

2H :1

V S=1-2%

MP 144.2

E L D

O R

A D

O A

V E

N U

E

(E) PRIMARY ROAD

CALIFORNIA

AQUEDUCT

(E) PRIMARY ROAD

LEGEND

NOTES

SEE NOTE 6

CONTRACTOR ACCESS

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

6/12/2026

D

C

B

A

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE: 9-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL BRANCH

MANAGER, CIVIL II SECTION

5p

(E) STOP LOGS STORAGE LOCATION

(E) GATE

(E) GATE

(E) GATE

PUMPING PLANT

(E) DOS AMIGOS

5p

DAPP ACCESS PLAN

SCALE: 1" = 300'-0"

BOTTOM SEAL

SCALE: 3" = 1'-0"

CORNER SEAL CLAMP

SCALE: 3" = 1'-0" 0 .5 1

0 .5 1

NOTES

SEE NOTE 2

STOPLOG REFURBISHMENT

STAGING AREA FOR

0 150 300

"X2" HEX. HD. CAP SCREW2

BOTTOM SEAL, 25'-0" LONG

BOTTOM SEAL CLAMP

"8

BAR 2"X

"X1" SLOTTED HOLES, TYP.16

SIDE SEAL

SCALE: 3" = 1'-0" 0 .5 1

SIDE SEAL CLAMP

SIDE SEAL, 2'-0" LONG

"X2" HEX. HD. CAP SCREW2

SIDE SEAL CLAMP

" = 1'-0"2

SCALE: 1 .5 10

Ø HOLE, TYP."16

" 8

BAR 2"X

BOTTOM SEAL CLAMP

" = 1'-0"2

SCALE: 1

Ø HOLE, TYP."16

"8

BAR 2"X

.5 10

WING CHIU

YU-CHEN HSUEH

YU-CHEN HSUEH

C-10326-07

CIVIL

DOS AMIGOS PUMPING PLANT

PLAN AND DETAILS

STOPLOG STORAGE

AND REPAIRS

TO ITS ORIGINAL CONDITION.

TEMPORARY FENCING AND RESTORE THE AREA

THE CONTRACTOR SHALL REMOVE ALL

ACCESS GATES. UPON PROJECT COMPLETION,

CHAIN LINK FENCE EQUIPPED WITH LOCKABLE

PERIMETER WITH A TEMPORARY 6-FOOT-HIGH

ENCLOSE THE DESIGNATED STAGING AREA

MOBILIZATION, THE CONTRACTOR SHALL

2. PRIOR TO REFURBISHMENT WORK OR

BEING UTILIZED FOR DEWATERING.

FOR FUNCTIONALITY PRIOR TO THE STOPLOGS

REPAIRS SHALL BE COMPLETED AND TESTED

ENSURE A WATERTIGHT CONDITION. ALL

REPAIR/REPLACE ALL RUBBER SEALS TO

PARTS. THE CONTRACTOR SHALL INSPECT AND

PRIOR TO THE FURNISHING OF REPLACEMENT

STOPLOGS AND EMBEDED SEALING SURFACES

CRITICAL DIMENSIONS OF THE EXISTING

1. CONTRACTOR SHALL FIELD VERIFY ALL

C A

LIF

O R N

IA

A

Q U E D U C T

POLELINE RD

POLELINE RD

(E ) S

W

IT

C H

Y A

R D

CALIFORNIA AQUEDUCT

"16

6" "16

1"

/8

P R

O J E

C T

IO

N

S E

A L

SEE REFERENCE DWG. 805-D-3562 FOR DETAIL.

1" 7 SPACES @ 5 7/8"

3'-7 1/8 "

SEE REFERENCE DWG. 805-D-3562 FOR DETAIL.

48 SPACES @ 6"2 7/8 "

SEE NOTE 1

24'-5 3/4"

SEE REFERENCE DWG. 805-D-3562 FOR DETAIL.

SEE REFERENCE DWG. 805-D-2952 FOR DETAIL.

SEE REFERENCE DWG. 805-D-2952 FOR DETAIL. No. 79717

Exp. 9-30-26

H G

NI

S RADNE

L A

S

LIVIC

LEGEND

CONTRACTOR ACCESS

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

6/12/2026

FRAME

CRADLE

ASSEMBLY

(E) RADIAL GATE FACE

EQUAL EQUAL

SIDE BEAMS

FACE PLATE &

(E) RADIAL GATE

DWG S-102

CRADLE FRAME, SEE

±4'-11"±4'-10"

B

E

D

C

B

A

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE: 9-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, STRUCTURES SECTION I

MANAGER, STRUCTURAL ENGINEERING BRANCH

ISOMETRIC VIEW OF CRADLE

NTS

TOP VIEW OF RADIAL GATE - CRADLE CONFIGURATION

" = 1'-0"4

SCALE:

TYP

BUILT-UP BEAM,

(E) RADIAL GATE

BEYOND

(N) RADIAL CRADLE FRAME

(E) CHANNEL RIBS

FACE PLATE

(E) RADIAL GATE

(E) W10 BEAM, TYP

TAKE PRECEDENCE OVER ISOMETRIC VIEW.

STRUCTURAL PLANS, ELEVATIONS, SECTIONS AND DETAILS

ISOMETRIC VIEW SHOWN IS FOR CONCEPTUAL USE ONLY.2.

RADIAL GATE NOT SHOWN FOR CLARITY.1.

NOTES:

A

ELEVATION OF RADIAL GATE - CRADLE CONFIGURATION

" = 1'-0"4

SCALE:

B

SIDE ELEVATION OF RADIAL GATE - CRADLE CONFIGURATION

" = 1'-0"1SCALE:

CAMERON BEST

MICHAEL ANTWI

DARICK BLAKE

S-10126-07

STRUCTURAL

RADIAL GATE AND CRADLE

FRAME CONFIGURATION

SEB NOREM

A

C

LARUTCURTS

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

6/12/2026

OUTRIGGER, TYP

6"

3"

1'-3"

TYP

FLANGE, TYP

OUTRIGGER BOTTOM

FILLET WELD ALONG

1 6-12

LC W10 x 26

BEAM, TYP

ALONG THE WIDE FLANGE

6" FILLET WELDS @ 12" OC

PJP

)4 (8

20'-1"

H S

S x x

H S

S x x

H S

S x x

H S

S x x

. TYP8

x 4 x HSS 4

B

W10 x 26

W10 x 26

6"6'-1"2'-0"2'-11"2'-0"6'-1"6"

W10 x 26 OUTRIGGER, TYP

T Y

P

1'-0"

TYP

L

BEAMS AND OUTRIGGERS, TYP

UNDERSIDE OF WIDE FLANGE

" THICK STEEL BEARING P AT2

TRANSPORTING EQUIPMENT AND ENGINEER'S REVIEW.

CONTRACTOR'S VERIFICATION OF DIMENSIONS OF

MAY BE MODIFIED PRIOR TO FABRICATION UPON

FOR TRANSPORTATION OF GATE CRADLE, DIMENSION

WHERE INTERIOR HSS MEMBERS ARE TO BE UTILIZED2.

CURVED BEARING PLATE NOT SHOWN FOR CLARITY.1.

NOTES:

A

C

SEE NOTE 2TYP TYP TYP TYPTYPTYP

TYP

20'-1"

6"

HSS 5 x 5 x 2

HSS 5 x 5 x

BEARING PLATE

6" x 1" CURVED

HSS 10 x 4 x

, TYP8

x 4 x HSS 4

TYP

OUTRIGGER,

W10 x 26 L "8

BEARING P

TYP

R

6" " - 19'-1" TOTAL8

(8) EQUAL SPACES @ 2'-4

3" 3"

V E R

IF

Y I N F

IE

L D

MATCH PLATE WIDTH.

PAD AT TOP FACE OF RADIUSED PLATE,

MONOMER (EPDM) OR NEOPRENE BEARING

" THICK ETHYLENE PROPYLENE DIENE2

LC W10 x 26LC W10 x 26

HSS 10 x 4 x

TYP

TYP

TYP

,8 x 4 x HSS 4

SHOWN FOR CLARITY.

OUTRIGGER NOT

NOTE:

, TYPP

BEARING

L

T Y

P

T Y

P

CENTER LINE OF POST AND W10 x 26

TYP. ALIGN BEARING PLATE WITH

6" x 1" CURVED BEARING PLATE, TYP

,8 x 4 x HSS 4

HSS 5 x 5 x

1 1

6"

T Y

P

TYP

OUTRIGGER,

TYP

LC W10 x 26LC W10 x 26

L, TYPP

BEARING

T Y

P

T Y

P

E

D

C

B

A

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:11-JUN-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

PLAN VIEW - GATE CRADLE

" = 1'-0"4

SCALE:

ELEVATION VIEW - GATE CRADLE

" = 1'-0"4

SCALE:

C

AND OUTRIGGER CONNECTION

TYPICAL DETAIL WIDE FLANGE BEAM

" = 1'-0"2

SCALE: 1

MANAGER, STRUCTURAL ENGINEERING BRANCH

MANAGER, STRUCTURES SECTION I

B

TYPICAL SECTION - OUTRIGGER AT GATE CRADLE

SCALE: 1" = 1'-0"

A

TYPICAL SECTION - INTERIOR HSS AT GATE CRADLE

SCALE: 1" = 1'-0"

CAMERON BEST

MICHAEL ANTWI

DARICK BLAKE

S-10226-07

STRUCTURAL

GATE CRADLE

PLAN, ELEVATION, SECTIONS

LARUTCURTS

T

SEB NOREM

A

C

AND DETAILS

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

6/12/2026

FOR REFERENCE ONLY

SPEC. 26-07, SHEET 011

Docusign Envelope ID: 7FD63717-A582-81D8-810D-3A63BCFDF7AE

SPEC. 26-07, SHEET 012

SPEC. 26-07, SHEET 013

SPEC. 26-07, SHEET 014

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CANAL INLCr

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SIPHON

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SECTION I-I ronYVUTSRPONLKIHGFEDCBA

(TYPICAL)

a

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L/Sr OF PARTS

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NO. L)E3C/ RIPT/ 0N MATERIAL NO.

RCQ'D

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1 Log -s scfion Struct. Stec.1 ZO iCS-O-SStl 2 • Boftom seal dam p Steel 20 BC6-0-356 2 J .i)ide. seal'clom p ^ tesl • 40

-Corner ssal'c/ am p 5tee.l 40 .3 .Spring: . Spring ..sfiis.l 40 "

6 3pr/ ng /reapa r ' St&e.!:' SO 7 Corner jao/ , fupe CIS Heopre.n& 8Q 40-D-23SZ & Corner se-a!/ . . • Neoprs-oe.: 40 AO'CrSaS!

9- 2ide ssol: 21-0"lona :l\ leoprene. 40 itO-D-Sii ID BoH-om seal, Z5'-0" long •fieoprsne. 20 "

II i'tZ".HeK.hd. cap scirenv, . Ste&l No detail

SECTION 3-3

tZna/ ud&s . oppr^ O 5°/ . in exes ss of requirem ents.

Est im ated ^ e.ight of parfs i'thi^ oughjl, l6SpOO / bs.

CHECK No. 8 ''i^ ijm m etriCQl abouf £

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(3) yZ

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DESIGN CRITERIA

d&sign head _J7. 5 ft.

'o zyxwvutsrqponmlkjihgfedcbaYXWVUTSRQPONMLKJIHGFEDCBA

J -Hote-

>-�.�1// Joints in seals shall I be carefully fitted and closely butted.

LIST OF DRAW INGS

INSTALLAT/ON - ASSEMBLY • usr OF PARTS aos-o-zssa LOa SECTION S0S-D-S56I.

DETAILS _B0S-D-3SAS.

D0W N3TPEAM E LEV AT/ ON

T> i r-hf-o'-^ detail a

(TYPICAL)

DETAIL B

(TYPICAL.)

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BOTTOM V/ EW

REFERCNCC D^ AW INQS

CANAL INLETITRUCTURC-VICINITY PLAN S05-D-62.

GCrNER.-\ L PL.i--JS AND SECT/ ONS PANOCne :-f€ £K SIPHON aC^ -D-3ZZe cHecKNO. /

ZH£C< NO. Z. - - - -&0J!-0-/ J^ 6

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cnecK NQ, 4 eos-D-z/ iit CHECK NO. S-i SO5-D-ZIS0 CHSrCK.MO. (5 OOS-D-ZB6Z CHCCK NO. 7 eOS-D-3U60.

CH^ CK S. ^ aOS'D-J'^ 71

RUS&CP SEALING STQIP_ 1 40-O -

R U B B E R S E A L - CORNEK S R A I / P - ^0-D-2.9EZ

RUBBER i£AL " CORNER ' STKIP itQ-D-^ SSi?

SECTION 2-2

IMSTALL. ACTION

^ S S £1 M B UV

I fluimvs THinK SAf €TV

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

CENTRAL VALLEY PROJECT _

W EST SAN TOAQUIN OIV - SAN LUiS UNIT-C^ LIF.

SAN LUIS CANAL

CANAL INLET J r/ fucT-uiee-siPHON MD CHECKS

.SrOPLOG installation -AZ^ LM&LY- L/ Sr OF PARTS

Uy.R... SUBMITTED^ ^ J^ l DRAWN.

TRACED-

CHEa<ED^ XOn..M

Tefi-JlR. COLORADO SHEET , gP

FOR REFERENCE ONLY

SPEC. 26-07, SHEET 015

SPEC. 26-07, SHEET 016

SPEC. 26-07, SHEET 017