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APPROVED: DATE:

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

CALIFORNIA NATURAL RESOURCES AGENCY

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 #

LOCATION MAP

SAN

FRANCISCO

LOS ANGELES

EUREKA

SACRAMENTO

N

PROJECT LOCATION

S A

C R

A M E

N T

O R I

V E

R

S A

C R

A M

E N

T O

R I

V E R

F E

A T

H E

R

I

V E

R

RI

VER

Business

Y O

L O

B Y P

A S S

DRAIN

COLUSA

CACHE

CREEK

N

DAVIS

VICINITY MAP

DIVISION OF FLOOD OPERATIONS

R I

D G

C U

T

K N I

G H

T S

L A

N D I

N G

SCOPE OF WORK

C O R

D

SPECIFICATION NO.

S U T T E R

B Y P

A S S

AMERICAN

LANDING

KNIGHTS

WOODLAND

SACRAMENTO

- AGGREGATE BASE (AB) PLACEMENT.

- CUTTING ONE TREE AND GRINDING THE ROOT.

- CONCRETE SPALL REPAIR.

- CONCRETE CRACK REPAIR WITH EPOXY INJECTION.

- INSTALLING STAINLESS STEEL RODS AND STAINLESS STEEL HSS TUBES.

- CASING AND GROUTING OF CORE HOLES.

- CORING THROUGH CONCRETE AND SOIL.

- EXCAVATION, SHORING, COMPACTED BACKFILL, AND CLSM PLACEMENT.

PROJECT INCLUDES THE FOLLOWING:

MANAGER, DESIGN

PROJECT LOCATION

RETAINING WALL REHABILITATION

KNIGHTS LANDING OUTFALL GATES

26-05

YOLO COUNTY - COLUSA DRAIN

KNIGHTS LANDING OUTFALL GATES

G-101001

RETAINING WALL REHABILITATION

26-05

COVER SHEET

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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:29-MAY-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 ENGINEERING BRANCH

MANAGER, CIVIL I SECTION

LIST OF DRAWINGS

SHEET NO. DRAWING NO. DRAWING TITLE

001 G-101 COVER SHEET

002 G-102 LIST OF DRAWINGS AND GENERAL NOTES

003 G-103

004 G-104 GENERAL PLAN

005 G-105 ACCESS ROUTE OVERVIEW

006 G-106 ACCESS ROUTE AND STAGING AREA

GENERAL

SURVEY/MAPPING

007 V-101 SURVEY CONTROL PLAN

CIVIL

008 C-101 SITE PLAN - PLAN AND SECTION

GENERAL NOTES

SYMBOLS, LEGEND & ABBREVIATIONS

STRUCTURAL

009 S-101 STRUCTURAL GENERAL NOTES

WALL TIE-BACK SECTION

WALL TIE-BACK SECTION

WALL TIE-BACK SECTION

APPROACH STRUCTURE RETAINING WALL PLANS-102

S-103

S-104

S-105

S-106

ELEVATION OF SOUTHWEST FACE

SITE PHOTO 2 CONCRETE SPALL REPAIR

SITE PHOTO 3 CONCRETE SPALL REPAIR

DETAILS

SITE PHOTO 1 APPROXIMATE EPOXY INJECTED CRACK REPAIR LOCATIONSS-107

S-108

S-109

S-110

4. DO NOT SCALE DRAWINGS, CONTACT ENGINEER FOR ANY CONTROLLING DIMENSION OR SPECIFIC DETAIL NOT SHOWN.

AND SAFE ROUTING OF VEHICULAR TRAFFIC DURING THE PERFORMANCE OF WORK.

NECESSARY TO PROTECT THE HEALTH AND SAFETY OF THE GENERAL PUBLIC AND WORKERS WHILE PROVIDING FOR THE PROPER

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND MAINTAINING ALL WARNING SIGNS, DEVICES, AND FEATURES

2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE CONTRACT SPECIFICATIONS.

THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING FACILITIES THAT MAY BE AFFECTED BY CONSTRUCTION.

PLANS SHOWN WITH AERIAL PHOTOS ARE PROVIDED FOR REFERENCE ONLY. ALL FACILITIES MAY NOT BE SHOWN ON PHOTOS.

SPECIFICATIONS. STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH PLANS AND

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SIZES, AND LOCATIONS OF ALL EXISTING FACILITIES AND FEATURES BEFORE

019 GENERAL PLAN AND LOCATION-

020 LOCK AND BRIDGE SUBSTRUCTURE DETAILS-

REFERENCES ONLY - NOT FOR CONSTRUCTION

RECLAMATION DISTRICT NO 108 OUTFALL GATES, KNIGHTS LANDING, YOLO CO, CAL.

YALING LIU

G-102002

KNIGHTS LANDING

OUTFALL GATES RETAINING

GENERAL

J. FONTAINE

M. HUANG

M. HUANG

LIST OF DRAWINGS

YALING LIU

WALL REHABILITATION

AND GENERAL NOTES

No. 62826

Exp. 6-30-26

UIL

GNILAY

LIVIC

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

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6/10/2026

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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:29-MAY-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 ENGINEERING BRANCH

MANAGER, CIVIL I SECTION

ABBREVIATIONSSYMBOLS

" SECONDS OR INCHES

' MINUTES OR FEET

& AND

± PLUS OR MINUS

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 DASHED 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 (-).

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

SCALE

CROSS REFERENCING OF SECTIONS AND DETAILS

SCALE: 1" = XX'-0"

N

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

FLOW DIRECTION

LEGEND

FENCE

EXCAVATED AREA

TREE

STAGING AREA

SIGN

ORIGINAL GRADE

(E) MINOR CONTOUR

(E) MAJOR CONTOURDEGREE

(E) OVERHEAD UTILITY

SHORING

VERTICALV / VERT

TYPICALTYP

SQUARE FEETSQFT

SQUARESQ

SLOPE / SOUTHS

ROADRD

REQUIREDREQ

PROTECT IN PLACEPIP

ORIGINAL GROUNDOG

OUTSIDE DIAMETEROD

ON CENTEROC

NUMBERNO.

NORTHN

MINIMUMMIN

MAXIMUMMAX

LENGTHL

KNIGHTS LANDING OUTFALL GATESKLOG

HOLLOW STRUCTURAL SECTIONHSS

HORIZONTALH

FEETFT

ELEVATIONEL / ELEV

EASTE

EXISTING(E)

DRAWING(S)DWG(S)

CUBIC YARDCY

CONCRETECONC

CONTROLLED LOW STRENGTH MATERIALCLSM

APPROXIMATEAPPROX

AGGREGATE BASEAB

No. 62826

Exp. 6-30-26

UIL

GNILAY

LIVIC

ORIGINAL EARTH

GRUBBING AREA

CLEARING AND

(E) LEVEE EASEMENT

G-103003

KNIGHTS LANDING

OUTFALL GATES RETAINING

GENERAL

J. FONTAINE

M. HUANG

M. HUANG

YALING LIU

WALL REHABILITATION

& ABBREVIATIONS

SYMBOLS, LEGEND

SURVEY CONTROL POINT

UTILITY POLE

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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:29-MAY-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 ENGINEERING BRANCH

MANAGER, CIVIL I SECTION

N

SCALE: 1" = 60'-0"

0 30 60

GENERAL PLAN

NOTE:

LOCATED ALONG THE ACCESS ROUTES.

GATES, FENCES AND EXISTING BUILDINGS

WELL AS OVERHEAD UTILITIES & POSTS,

OR TRIMMING ON SITE PLAN DWG C-101, AS

EXISTING TREES NOT IDENTIFIED FOR CUTTING

1. CONTRACTOR SHALL PROTECT IN PLACE

APPROACH STRUCTURE

G-104004

KNIGHTS LANDING

OUTFALL GATES RETAINING

GENERAL

GENERAL PLAN

J. FONTAINE

M. HUANG

M. HUANG

OAK G

ROVE

AVE

REED ST

C A -4

OUTFALL GATES STRUCTURE

(E) KNIGHTS LANDING

SEE DWG C-101

COLUSA BASIN

DRAINAGE CANAL

WALL REHABILITATION

YALING LIU

R D

T H S

T

T H S

T

CONSTRUCTION LIMITS

FLOW

LE

VE

E R

OAD

No. 62826

Exp. 6-30-26

UIL

GNILAY

LIVIC

SACRAMENTO

RI

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CONNEC

TIO

N T O T

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FLO

W

(E) LEVEE EASEMENT

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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:29-MAY-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 ENGINEERING BRANCH

MANAGER, CIVIL I SECTION

N

SCALE: 1" = 500'-0"

0 250 500

S A

C R

A M

E N

T O R

IV

E R

ACCESS ROUTE OVERVIEW

NOTE:

SECTION.

SEE TEMPORARY TRAFFIC CONTROL SPEC

1. THE ACCESS ROUTES SHOWN ARE APPROXIMATE.

45 113

Exp. 6-30-26

No. 62826

UIL

GNILAY

LIVIC

G-105005

KNIGHTS LANDING

OUTFALL GATES RETAINING

GENERAL

COLUSA BASIN DRAINAGE CANAL

SACRAMENTO RIVER

CA-45

CA-113

CRANMORE RD

ENSLEY RD

REED ST

J. FONTAINE

M. HUANG

M. HUANGOAK GROVE AVE

CA-113

KNIG

HTS LANDING

RIDG

E CUT

ACCESS ROUTE OVERVIEW

YALING LIU

WALL REHABILITATION

PROJECT LOCATION

RETAINING WALL REHABILITATION

KNIGHTS LANDING OUTFALL GATES

CA-113

3RD ST

FRONT ST

4TH ST

5TH ST

6TH ST

7TH ST

KNIGHTS RD

RD 108

RD 116

CO. RD 102

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/2/2026

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Exp. 6-30-26

UIL

GNILAY

PARKING LOT

BOAT LAUNCH FACILITY

KNIGHTS LANDING

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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:29-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

N

SCALE: 1" = 120'-0"

ACCESS ROUTE AND STAGING AREA

0 60 120

NOTES:

AREAS AS NEEDED.

THE STAGING AREA AND ANY OTHER DISTURBED

AREA. AT THE END OF CONSTRUCTION, SEED

3. CLEAR AND GRUB THE DESIGNATED STAGING

ALONG THE ACCESS ROUTES.

FENCES AND EXISTING BUILDINGS LOCATED

WELL AS OVERHEAD UTILITIES & POSTS, GATES,

OR TRIMMING ON SITE PLAN DWG C-101, AS

EXISTING TREES NOT IDENTIFIED FOR CUTTING

2. CONTRACTOR SHALL PROTECT IN PLACE

TRAFFIC.

THE PRIMARY ACCESS ROUTE IS CLOSED TO

ACCESS ROUTES WILL ONLY BE AVAILABLE IF

SECONDARY ACCESS ROUTES. SECONDARY

ROUTE IS CLOSED TO TRAFFIC, USE

CONSTRUCTION. IF THE PRIMARY ACCESS

MAY BE CLOSED TO TRAFFIC DURING

APPROXIMATE. THE PRIMARY ACCESS ROUTE

1. DETAILS OF ACCESS ROUTES ARE

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

R=60'

R=60' R=20'

R=40'ROUTE, SEE NOTE 1

PRIMARY ACCESS

ROUTE, SEE NOTE 1

SECONDARY ACCESS

ROUTE, SEE NOTE 1

SECONDARY ACCESS

LIVIC

G-106006

KNIGHTS LANDING

OUTFALL GATES RETAINING

GENERAL

STAGING AREA

ACCESS ROUTE AND

C A -4

REED S

T

OAK G

ROVE

AVE

J. FONTAINE

M. HUANG

M. HUANG

WALL REHABILITATION

YALING LIU

RD 108

T H S

T

T H S

T

CONSTRUCTION LIMITS

(E) EDGE OF LEVEE ROAD

SEE NOTE 2

APPROX CLEARANCE 32'

(E) OVERHEAD UTILITY, PIP

TYP PIP

(E) BUILDING,

(E) GATE, PIP

TYP PIP

(E) POLE,

SEE NOTE 3

APPROX 7,440 SQFT

CLEAR AND GRUB

SLOPED STAGING AREA

OUTFALL GATES STRUCTURE

(E) KNIGHTS LANDING

(E) RAMP

(E) GATE, PIP

CA-1

T H S

T

T H S

T

(E) GATE, PIP

SACRAMENTO

RI

VE

R

CONNEC

TIO

N T O T

HE

FLO

W

COLUSA BASIN D

RAINAGE CANAL

FLOW

T H S

T

(E) GATE, PIP

(E) LEVEE EASEMENT

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/2/2026

N °3

0' "E .5 9' T

IE

MONUMENT PRESERVATION

GEODETIC COORDINATES, AND § 8890-8902 HEIGHTS.

COORDINATES, § 8850- 8861 GEODETIC DATUMS, § 8870- 8880

THE CALIFORNIA PUBLIC RESOURCES CODE § 8801-8819 STATE PLANE

AND PROFESSIONS CODE §8700-8805 (LAND SURVEYORS’’ACT), AND

ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA BUSINESS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION IN

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES WERE

PROFESSIONAL LAND SURVEYOR'S STATEMENT

FOR COMPLETE PROJECT CONTROL AND MONUMENTATION DATA.

SR23-26 KLOG KNIGHTS LANDING OUTFALL GATE

SEE DEPARTMENT OF WATER RESOURCES SURVEY REQUEST

NOTE

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

UNITS ARE IN U.S. SURVEY FOOT.

CSRC CGPS EPOCH 2021.3000 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

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

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

LICENSED LAND SURVEYOR OR A PROFESSIONAL CIVIL ENGINEER

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A

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

YOLO COUNTY

T. 11 N., R. 2 E., M.D.B.M.

PORTIONS OF SECTION 14

SURVEY CONTROL ACCURACY

COMBINED SCALE FACTOR OF 0.99992992.

ARE GRID, TO CONVERT TO GROUND DIVIDE BY AVERAGE

LISTED IN CONTROL TABLE BELOW. DISTANCES SHOWN HEREON

COORDINATES SHOWN ARE BASED ON THE CONTROL POINTS

COORDINATE SYSTEM 1983 (CCS83) ZONE 2, U.S. SURVEY FOOT.

CSRC CGPS EPOCH 2021.3000, CALIFORNIA STATE PLANE

BASED ON THE NORTH AMERICAN DATUM 1983, NAD83(2011)

HORIZONTAL COORDINATES, BEARINGS AND DISTANCES ARE

REPORT

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.070 US FEET

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

CONFIDENCE LEVEL: 0.035 US FEET

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT 95%

SURVEY CONTROL POINT TABLE

(3) = NGS CORS POINT AND PROJECT CONTROL POINTS HELD HORIZONTALLY ONLY IN FULLY CONSTRAINED NETWORK ADJUSTMENT

(2) = NGS CORS POINT AND PROJECT CONTROL POINTS HELD HORIZONTALLY AND VERTICALLY IN FULLY CONSTRAINED NETWORK ADJUSTMENT

(1) = NGS CORS POINT AND PROJECT CONTROL POINT NOT SHOWN ON MAP AS THEY ARE LOCATED WELL BEYOND LIMITS OF VIEW

NOTE:

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

N 07°19'04"E

2,420.13' (TIE

CO

LU

SA

B

AS

IN

D

RA

IN

AG

E

CA

NA

L

RD

A1

SURVEY CONTROL PLAN

0 30 60

$$$ms pltcfg file$$$ 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.

DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:29-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, GEOMATICS BRANCH, P.L.S. 5816N3

8° '40 "E

1.5 2'

(TI

E)

N79°17'04"W 179.20' (TIE)

.46'

(TI

E) N69

°39 '49"

E

RD

RE

ED

S

TR

EE

T

LE

VE

E

RO

AD

LE

V E E R

O A D

KLOG

VI=

A

B

C

D

NOT APPLICABLE

O

Y

EV

RUS

DNAL LANOISS

E F

O R

P

AI

NROFILAC FO E

TA

T S No. 8627

SQUELLATI

ANTHONY

N

SCALE: 1" = 60'

RYAN MICHALAK

V-101

KNIGHTS LANDING

SURVEY/MAPPING

WALL REHABILITATION

TIMOTHY CASE

RYAN MICHALAK

A. SQUELLATI

A. SQUELLATI

SURVEY CONTROL PLAN

F859

KSN 703

KSN 705

KSN 704

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

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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:27-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

E

NI

G N

E

LANOISSEFORP DE

R E

T

SI

G E

R

AI

N

ROFILAC FO

ET

A

T S

I. GENERAL

III. SOILS AND FOUNDATIONS

IV. REINFORCING STEEL

EARTHWORK SPECIFICATIONS.

2. SCARIFY AND RECOMPACT TOP 6 INCHES OF SOIL BENEATH FILL PER

CONSTRUCTION, UNLESS OTHERWISE INDICATED.

1. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW

APPROVED BY THE ENGINEER.

3. FIELD BENDING OF REINFORCING STEEL SHALL NOT BE ALLOWED UNLESS

PRACTICABLE.

2. PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS

ASTM A615, GRADE 60.

PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AND SHALL CONFORM TO

1. REINFORCING SHALL BE FABRICATED ACCORDING TO THE "MANUAL OF STANDARD

FIVE FEET OF THE APPROACH STRUCTURE AT ANY TIME.

ALL EQUIPMENT, MATERIALS, PERSONNEL, ETC), SHALL BE DRIVEN ON TOP OR WITHIN

TRUCK, LOADER, CRANE, ETC) WITH A MAXIMUM WEIGHT OF 6,500LB TOTAL (INCLUDING

7. DURING THE CONSTRUCTION PERIOD, NO MORE THAN ONE VEHICLE (EXCAVATOR,

DIRECTION FROM THE ENGINEER.

ENGINEER. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN

REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE

REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.

6. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS

5. DO NOT SCALE THE DRAWINGS.

STARTING WORK. IMMEDIATELY NOTIFY ENGINEER OF DISCREPANCIES.

4. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS AND SITE CONDITIONS BEFORE

OCCUR.

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

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

3. 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

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

DOCUMENTS.

CALIFORNIA BUILDING CODE, TITLE 24, AND THE REQUIREMENTS OF THE CONTRACT

1. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2022 EDITION OF THE

V. STRUCTURAL STEEL

SECTIONS

PLATES ASTM A240, TYPE 316L

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

8. ALL STRUCTURAL STEEL SHALL BE STAINLESS STEEL.

THE LOCATION OF INSTALLED ANCHORS.

ANCHORS HAVE BEEN INSTALLED. THE HOLES AT STEEL MEMBERS SHALL MATCH

MASONRY ANCHORS IS REQUIRED, THE DRILLING MUST BE DONE AFTER THE

7. IF DRILLING HOLES AT STEEL MEMBERS TO ACCOMMODATE THE CONCRETE OR

BEARING.

6. PROVIDE BEVELED WASHERS ON SLOPING SURFACE OF CONNECTIONS FOR FULL

UNLESS OTHERWISE NOTED.

UNLESS OTHERWISE NOTED. USE STANDARD AISC GAGE AND PITCH FOR BOLTS

" LARGER THAN THE BOLT'S DIAMETER 16

5. DIAMETER OF BOLT HOLE SHALL BE

AGAINST FIRST, THEN SPOIL REMAINING THREADS.

OTHERWISE NOTED. HAND TIGHTEN NUT, PROVIDE SECOND NUT SNUG-TIGHTENED

4. WHERE SLOTTED HOLES ARE INDICATED, CENTER BOLTS IN SLOTS UNLESS

3. SPLICE MEMBERS ONLY WHERE INDICATED.

ASTM A 193, GR B8M

VI. STRUCTURAL STEEL WELDING

TEMPERATURE.

WELDED IN ONE CONTINUOUS PROCESS WITHOUT COOLING BELOW THE PRE-HEAT

6. EACH FLANGE OF A MOMENT FRAME BEAM TO COLUMN CONNECTION SHALL BE

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

STRUCTURAL ABBREVIATIONS

WELDED HEADED STUDWHS =

VERTICALVERT =

UNLESS NOTED OTHERWISEUNO =

TYPICALTYP =

TOP OFT.O. =

STEELSTL =

STAINLESS STEELSST =

SLAB ON GRADESOG =

SHEET METAL SCREWSMS =

SEE ARCHITECTURAL DRAWINGSAD =

REQUIREDREQ'D =

REINFORCING STEEL BARREBAR =

PLATEPL =

PEAK GROUND ACCELERATIONPGA =

OUTSIDE FACEO.F. =

OUTER DIAMETERO.D. =

ON CENTEROC =

NOT TO SCALENTS =

NEW(N) =

MILES PER HOURMPH =

MINIMUMMIN =

MACHINE BOLTMB =

MAXIMUMMAX =

MANUFACTURERMANUF =

LIGHT WEIGHTLW =

POUNDSLB =

1,000 POUNDSKip =

INFORMATIONINFO =

INCHIN (") =

INSIDE FACEI.F. =

HOLLOW STRUCTURAL SECTIONHSS =

HOURHR =

HORIZONTALHORIZ =

FINISHED FLOORFF =

EACH WAYEW =

ETCETERAETC =

EQUALEQ =

EMBEDMENTEMBED =

ELEVATIONEL =

EACH FACEE.F. =

EXISTING(E) =

DEPARTMENT OF WATER RESOURCESDWR =

DRAWINGDWG =

DEVELOPMENTDEV =

CLEARCLR =

CENTERLINECL / C =

BOTTOM OFBO =

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM =

AMERICAN INSTITUE OF STEEL CONSTRUCTIONAISC =

L

THREADED ROD, TIE RODS

STRUCT. SECTIONS (HSS)

COLD FORMED HOLLOW

ASTM A554, TYPE MT-316L

ANCHOR RODS ASTM A 193, GR B8M

NUTS ASTM A194, GR 8M

PLATE WASHERS

ANCHOR WASHERS &

ASTM A193, GR B8M

1. DESIGN LOAD CRITERIA - GATE STRUCTURE:

EXCAVATION LOAD - HYUNDAI HX300LF (73,000 LB)

HYDRAULIC LOADS

EARTH LOADS

Ka = 0.31

SOIL WEIGHT = 125 PCF (ASSUMED)

FRICTION ANGLE = 32 DEGREE (ASSUMED)

US ARMY CORPS OF ENGINEERS (USACE)

NORMAL (NON-CRITICAL)STRUCTURE

SITE INFORMATION WELL-DEFINED

DESIGN CODES AND CLASSIFICATION

ER 1110-2-1806

EM 1110-2-2104

EM 1110-2-2100

LIVE LOADS (UNFACTORED)

MAX WATER HEIGHT DURING FLOOD (SACRAMENTO RIVER SIDE) = 42'-0"

MAX WATER HEIGHT DURING FLOOD (KLOG SIDE) = 37'-0"

WATER DENSITY = 62.4 PCF

SEISMIC

2475 - YR RETURN PERIOD (PGA = 1.127)

975 - YR RETURN PERIOD (PGA = 0.931)

144 - YR RETURN PERIOD (PGA = 0.382)

SITE CLASS D

II. DESIGN CRITERIA

VII. EXISTING UTILITIES

CONSTRUCTION.

1. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER

J. MYERS

C. FARNES

E. ELLEDGE

C. FARNES

S-10126-05

GENERAL

STRUCTURAL GENERAL NOTES

No. 7127

Exp. 9-30-26

S E

N

RAF

NADROJ E

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LARUTCURTS

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

C

B

A

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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:27-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

E

NI

G N

E

LANOISSEFORP DE

R E

T

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A

T S

A

PLAN - APPROACH STRUCTURE

" = 1'-0"4

1SCALE:

STRUCTURE

OUTFALL GATE

(E) KNIGHTS LANDING

(E) SHEET PILES

AND SHALL BE VERIFIED BY CONTRACTOR

LOCATION AND LENGTHS ARE APPROXIMATE

WALL REPAIR TYP. SEE DWG S-110 DETAIL B.

"ø STEEL ROD, TYP4

AFTER RODS ARE INSTALLED, FILL TUBES WITH CLSM

SEE ELEVATION A, DWG S-106 FOR LOCATIONS.

" VERTICAL STEEL TUBES, TYP.8

3HSS 10x3x

AS-106

C

S-110

D

S-105

C

S-104

B

S-103

A

S-103

IN WALL)

(AT HOLE

N

ON S-107

PHOTO SHOWN

ON S-108

PHOTO SHOWN

ON S-109

PHOTO SHOWN

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

BARRIER

(E) TRASH

GUARDRAIL, PIP

(E) GATE &

2'-6"±

6' -0

AND SHALL BE VERIFIED BY CONTRACTOR

LOCATION AND LENGTHS ARE APPROXIMATE

WALL REPAIR TYP. SEE DWG S-110 DETAIL B.

EDGE OF (E) ROAD

F lo w

AND SHALL BE VERIFIED BY CONTRACTOR

LOCATION AND LENGTHS ARE APPROXIMATE

WALL REPAIR TYP. SEE DWG S-110 DETAIL E.

6' -6

'-6

40'-0"±

(E) CROSS WALL, TYP OF 4, PIP

0 2 4

(E) GRAVEL ROAD

DASHED LINE REPRESENTS EXTENT OF EXCAVATION

ROD INSTALLATION. BACKFILL PER DETAIL G, S-110.

1'-0" WIDE X APPROXIMATELY 1'-6" DEEP AREA FOR TOP

AT THE TOP ROW OF STEEL RODS, EXCAVATE

RETAINING WALL, PIP

(E) CONCRETE

NORTHEAST WALL

WALL

SOUTHWEST

SPALLING WITH EXPOSED REBAR PER DETAIL B, S-110

AT THE CROSS WALLS, REPAIR ANY CONCRETE

DETAIL E, S-110. AFTER REPAIR, BACKFILL AREA PER SPECIFICATIONS.

REMOVED AS NEEDED FOR THE CONCRETE WALL REPAIR FIX PER

THE AREA 1'-0" ADJACENT ON EACH SIDE OF THE WALL SHALL BE

TYP

1'-0", S A

C R

A M

E N

T O R

IV

E R

C O

N N

E C

T

IO

N T

O T

H E

SHALL BE PROTECTED IN PLACE.

HEAD WALLS, AND CROSS WALLS

NOTE: ALL (E) RETAINING WALLS,

J. MYERS

C. FARNES

E. ELLEDGE

S-10226-05

STRUCTURAL

APPROACH STRUCTURE

RETAINING WALL PLAN

DRAINAGE CANAL

COLUSA BASIN

LARUTCURTS

Exp. 9-30-26

No. 7127 S E

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NADROJ E

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Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

EL. 31'-2"

EL. 43'-6"

INSTALLED, FILL TUBES WITH CLSM

TUBE FLATWISE. AFTER RODS ARE

(EXPOSED) FACE OF EACH WALL. LAY

TUBES @ 4'-0" OC ±, ON EXTERIOR

VERTICAL STEEL8

3HSS 10x3x

M A

X

22'-0"6" TYP

A

S-110

BOTTOM, AND CENTER OF EACH VERTICAL STEEL HSS TUBE

"ø CONTINUOUS STEEL ROD AT TOP, 4

1PROVIDE A 1

GROUT, TYP

3" PVC CASING (SCHEDULE 80) FILLED WITH NON-SHRINK

BACK TO ORIGINAL SLOPE. SEE C-101

SPECIFIED FOR HSS INSTALLATION AND THEN PLACED

(E) FILL, TYP. BOTH SIDES. FILL IS TO BE EXCAVATED AS

SITE BEFORE STEEL FABRICATION

NOTE: CONTRACTOR TO CONFIRM ELEVATIONS ON

STRUCTURE

CORING. TYP AT ALL LOCATIONS, BOTH SIDES OF APPROACH

FIELD BASED ON LOCATION OF STEEL ROD AFTER CONCRETE

"ø HOLES IN VERTICAL STEEL HSS TUBES IN THE 8

3DRILL 1

BARS @ 24" OC VERT EACH FACE TYP

SQUARE "2

12" OC HORIZ EACH FACE, AND

SQUARE BARS @ "4

OC HORIZ INSIDE FACE,

SQUARE BARS @ 8" "4

(E) CONC SIDE WALL W/

BETWEEN BOTTOM AND TOP ROD

THE APPROXIMATE MIDWAY POINT

MIDDLE STEEL ROD SHALL BE AT

WALL, TYP BOTH SIDES OF STRUCTURE

BOTTOM OF THE EXISTING CONCRETE

DO NOT EXCAVATE LOWER THAN

F

S-110

DOWNSTREAM SIDE (NORTHEAST)UPSTREAM SIDE (SOUTHWEST)

& BOTTOM

TYP @ TOP

NOTE: SECTION FACING NORTHWEST

D

S-110

TYP

G

S-110

EXTEND OF EXCAVATION

BACKFILL PER DETAIL G, S-110. DASHED LINE REPRESENTS

APPROXIMATELY 1'-6" DEEP AREA FOR TOP ROD INSTALLATION.

AT THE TOP ROW OF STEEL RODS, EXCAVATE 1'-0" WIDE X

TO AVOID (E) REBAR

LOCATE CONCRETE CORES1

M A

X

M

A X

M

IN

EL. 43'-6"

HERE.

DIMENSIONS AND SPECIFICATIONS NOT SHOWN

NOTE: SEE SECTION A, DWG S-103 FOR ALL

EL. 26'-0"

EL. 28'-0"

M A

X

A

S-110

D

S-110

TYP

M

IN

M

A X

G

S-110

UPSTREAM SIDE (SOUTHWEST) DOWNSTREAM SIDE (NORTHEAST)

BOTH SIDES OF STRUCTURE

BOTTOM OF STEEL HSS TUBES, TYP

DO NOT EXCAVATE LOWER THAN

E

D

C

B

A

PrintPDF24x36.pltcfg

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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:27-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

NI

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LANOISSEFORP DE

R E

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A

T S

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

A

SECTION CUT THROUGH APPROACH STRUCTURE

S-102" = 1'-0"2

1SCALE:

B

SECTION CUT THROUGH APPROACH STRUCTURE

S-102" = 1'-0"2

1SCALE: 1 20

1 20

J. MYERS

C. FARNES

E. ELLEDGE

S-10326-05

WALL TIE-BACK SECTION

LARUTCURTS

No. 7127 S E

N

RAF

NADROJ E

E

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Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

SHOWN HERE.

DIMENSIONS AND SPECIFICATIONS NOT

NOTE: SEE SECTION A, DWG S-103 FOR ALL

EL. 26'-0"

EL. 28'-0" 1

M

IN

M A

X

EL. 18'-10"

CELLS SHOWN IN A/B, DWG S-103

BOTTOM OF RETAINING WALL AT OTHER

TOP OF SHEET PILES (BEYOND)

M A

X

M A

X

A

S-110

D

S-110

TYP

F

S-110 & BOTTOM

TYP @ TOP

G

S-110

UPSTREAM SIDE (SOUTHWEST) DOWNSTREAM SIDE (NORTHEAST)

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:27-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

NI

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LANOISSEFORP DE

R E

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T S

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

C

SECTION CUT THROUGH APPROACH STRUCTURE

S-102" = 1'-0"2

1SCALE: 1 20

J. MYERS

C. FARNES

E. ELLEDGE

S-10426-05

No. 7127 S E

N

RAF

NADROJ E

E

R C

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

EL. 26'-0"

EL. 28'-0"

CELLS SHOWN IN A/B, DWG S-103

BOTTOM OF RETAINING WALL AT OTHER

EL. 13'-7"

EXISTING FOUNDATION, PIP

C

S-110

EXISTING OPENING IN WALL

M A

X

A

S-110

D

S-110

TYP

G

S-110 F

S-110 & BOTTOM

TYP @ TOP

DOWNSTREAM SIDE (NORTHEAST)UPSTREAM SIDE (SOUTHWEST)

VARIES

COLUSA DRAIN BASIN

HERE.

DIMENSIONS AND SPECIFICATIONS NOT SHOWN

NOTE: SEE SECTION A, DWG S-103 FOR ALL

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:27-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

NI

G N

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LANOISSEFORP DE

R E

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T S

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

D

SECTION CUT THROUGH APPROACH STRUCTURE

S-102" = 1'-0"2

1SCALE: 1 20

J. MYERS

C. FARNES

E. ELLEDGE

S-10526-05

No. 7127 S E

N

RAF

NADROJ E

E

R C

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

ON SITE BEFORE STEEL FABRICATION

NOTE: CONTRACTOR TO CONFIRM ELEVATIONS

EL. 43'-6"

EL. 26'-0"

EL. 28'-0"

EL. 13'-7"

EL. 18'-10"

EL. 31'-2"

(VARIES)

(E) SHEET PILES

WALL, SHOWN DASHED FOR CLARITY

BOTTOM OF APPROACH STRUCTURE RETAINING

ORIGINAL SLOPE PER EARTHWORK SPECIFICATIONS

AND THEN BACKFILLED AND COMPACTED TO

EXCAVATED AS REQUIRED DURING INSTALLATION

SLOPE. FILL IS TO BE 4

31(E) FILL, TYP. BOTH SIDES. 1:

FOR CLARITY) TYP OF 4, PIP

(E) CROSS WALL (SHOWN DASHED

T Y

P

(E) CONCRETE RETAINING WALL, PIP

TOP, BOTTOM, AND CENTER OF HSS TUBE

"ø CONTINUOUS STEEL ROD AT4

1 PROVIDE A 1

FOR EACH VERTICAL STEEL HSS TUBE,

APPROACH STRUCTURE

TYP AT ALL LOCATIONS, BOTH SIDES OF

OF STEEL ROD AFTER CONCRETE CORING.

TUBES IN THE FIELD BASED ON LOCATION

"ø HOLES IN VERTICAL STEEL HSS8

DRILL 1

INSTALLED, FILL HSS TUBES WITH CLSM

TUBE FLATWISE. AFTER RODS ARE

4'-0" O.C., EACH SIDE OF WALL. LAY HSS

VERTICAL STEEL TUBES @8

3HSS 10x3x

REPAIR WHERE CONCRETE IS SPALLED

SEE DETAIL B, DWG S-110 FOR TYPICAL

S-110

(E) OUTFALL GATE STRUCTURE

1'-0" MIN, 1'-6" MAX, TYP

TO AVOID (E) REBAR, TYP

MAX 4'-0" O.C., SHIFT AS NEEDED

1'-0" MIN, 2'-0" MAX

COLUSA DRAIN BASIN CANAL

D

S-110

1'-0" MIN, 2'-0" MAX

F

S-110 AND BOTTOM)

(TYP @ TOP

DO NOT EXCAVATE LOWER THAN THIS LINE, TYP BOTH SIDES OF STRUCTURE

(E) RETAINING WALL FOUNDATION, PIP

BOTTOM OF APPROACH STRUCTURE RETAINING WALL, SHOWN DASHED FOR CLARITY

S-105 FOR EXCAVATION AT TOP LEVEL

SEE SECTION CUTS ON SHEETS S-103 THROUGH

CONCRETE WALL, TYP BOTH SIDES OF STRUCTURE

DO NOT EXCAVATE LOWER THAN BOTTOM OF THE EXISTING

TO AVOID (E) REBAR

LOCATE CONCRETE CORES

EXISTING GRADE

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:27-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

NI

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LANOISSEFORP DE

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MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

NOTES:

ADDITIONAL INFORMATION.

SPEC 01 11 00 (SUMMARY OF WORK) FOR

TIME OF CONSTRUCTION. REFER TO

1. WATER LEVEL SHOWN IS APPROXIMATE AT THE

A

ELEVATION OF SOUTHWEST WALL

S-102" = 1'-0"8

3SCALE: 2 40

J. MYERS

C. FARNES

E. ELLEDGE

S-10626-05

ELEVATION OF

SOUTHWEST FACE

No. 7127 S E

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NADROJ E

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Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

C

B

A

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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:29-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

NI

G N

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LANOISSEFORP DE

R E

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T S

INJECTION, TYP

LINE OF CRACK

INJECTION, TYP

LINE OF CRACK

INJECTION, TYP

LINE OF CRACK

INJECTION, TYP

LINE OF CRACK

INJECTION, TYP

LINE OF CRACK

A

PHOTO OF SOUTHWEST WALL

S-102NOT TO SCALE

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

INJECTION, TYP

LINE OF CRACK

J. MYERS

C. FARNES

E. ELLEDGE

S-10726-05

SITE PHOTO 1

APPROXIMATE EPOXY INJECTED

CRACK REPAIR LOCATIONS

REPAIR.

SITE WITH ENGINEER ALL LOCATIONS THAT NEED EPOXY INJECTED CRACK

BE ALL AREAS THAT REQUIRE INJECTION. CONTRACTOR IS TO CONFIRM ON

SAMPLE OF CRACK INJECTION REQUIREMENTS. THIS IS NOT INTENDED TO

CRACKS SHOWN ON THIS SHEET ARE PROVIDED AS A REPRESENTATIVE

LARUTCURTS

Exp. 9-30-26

No. 7127 S E

N

RAF

NADROJ E

E

R C

NOTE: PHOTO FACING NORTH

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

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:29-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

NI

G N

E

LANOISSEFORP DE

R E

T

SI

G E

R

AI

N

ROFILAC FO

ET

A

T S

CONCRETE FOR THIS LENGTH)

(REPAIR WALL WITH NEW

APPROXIMATE LENGTH)

REFERENCE PLAN SHEET FOR

(REPAIR WALL WITH NEW CONCRETE.

CONCRETE FOR THIS LENGTH)

(REPAIR WALL WITH NEW

B

S-110

B

S-110

B

S-110

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

E

S-110

FOR THIS LENGTH)

WITH NEW CONCRETE

(REPAIR WALL AS NEEDED

AFTER REPAIR, BACKFILL AREA PER SPECIFICATIONS

CONCRETE WALL REPAIR FIX PER DETAIL E, S-110.

WALL SHALL BE REMOVED AS NEEDED FOR THE

THE AREA 1'-0" ADJACENT ON EACH SIDE OF THE

A

PHOTO OF APPROACH STRUCTURE

S-102NOT TO SCALE

J. MYERS

C. FARNES

E. ELLEDGE

S-10826-05

SITE PHOTO 2

CONCRETE SPALL REPAIR

No. 7127 S E

N

RAF

NADROJ E

E

C

1' -0

NOTE: PHOTO FACING NORTHWEST

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

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:29-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

NI

G N

E

LANOISSEFORP DE

R E

T

SI

G E

R

AI

N

ROFILAC FO

ET

A

T S

A

PHOTO OF NORTHEAST FACE

S-102NOT TO SCALE

WALL SURFACE

CUT FLUSH TO THE

CONCRETE WALL.

THE FACE OF

PROTRUDES PAST

OF REBAR THAT

REMOVE PORTION

B

PHOTO OF OPENING

NOT TO SCALE

C

PHOTO OF REBAR

NOT TO SCALE

C

B

C

S-110

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

J. MYERS

C. FARNES

E. ELLEDGE

S-10926-05

SITE PHOTO 3

CONCRETE SPALL REPAIR

No. 7127 S E

N

RAF

NADROJ E

E

R C

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

CL TOP AND BOTTOM

END OF HSS, TYP AT

" CAP PLATE TO4

INSTALLATION

EXCAVATE PRIOR TO STEEL

"ø STEEL ROD4

1'-0" LAYER OF CLSM

PROVIDE APPROXIMATELY

AGGREGATE BASE

MIN 6" LAYER OF

1'-0"

M

IN

3"

TYP

MIN,

PVC PIPE

LINE OF EXISTING CRACKING

MATCH EXISTING WALL

PROVIDE NEW CONCRETE TO

DURING CONCRETE REMOVAL

CLEAN AND PROTECT EXISTING REBAR

TOP OF SOIL (SHOWN DASHED)

M

IN

4" EMBEDMENT INTO EXISTING CONCRETE

#3 VERTICAL EPOXY BONDED DOWELS BAR @ 12" OC,

EXISTING REBAR

1" CLEARANCE AROUND

SAWCUT

LIMITS OF

TOP OF WALL

AT CORNER, TYP

"ø CORED HOLE2

EXISTING DIRT AND PLANTS FROM HOLE

NEW CONCRETE. BEFORE FILLING REMOVE

AFTER SAWCUT, FILL EXISTING HOLE WITH

EPOXY BONDED DOWELS

PROVIDE (2) #3 VERTICAL

E M

B

EXISTING REBAR

3" CLEARANCE AROUND

REBAR WHEN CONCRETE IS SAWCUT

EXISTING REBAR. DO NOT BREAK/CUT

1'-6"

LINE OF EXISTING HOLE

12" DEEP

BOUNDARIES OF SAWCUT, MINIMUM

T Y

P

T Y

P

AT CORNER, TYP

"ø CORED HOLE2

C +/- 4"L

" PLATE WASHER4

33" x 9" x

HEAVY HEX NUT

"ø THREADED ROD4

HSS

THE FIELD)

(DRILLED IN

"ø HOLE8

PLATE WASHER

BETWEEN NUT AND

CUT-LOCK WASHER

CUT-LOCK WASHER AND HSS

ELASTOMERIC PAD BETWEEN THE

"4

PROVIDE 9" x 3" x

CASING (3.5" O.D.)

3" NOMINAL PVC

"ø STEEL ROD4

RETAINING WALL

EXISTING CONCRETE

GROUT FILL

NON-SHRINK

"2

GROUT

WITH NON-SHRINK

" 4

1LARGER THAN

FILL ANY GAP

REBAR WHEN CONCRETE IS SAWCUT

EXISTING REBAR. DO NOT BREAK/CUT

OF SAWCUT

BOUNDARIES

TOP OF WALL, TO BE VERIFIED BY CONTRACTOR

OF SOIL TO BE LEVEL WITH TOP OF WALL

PER EARTHWORK SPECIFICATIONS. TOP

CONCRETE REPAIR AND PLACE BACK

TOP OF SOIL. REMOVE SOIL FOR

9" 9"

TYP

CLEARANCE

" 2 11"-1

2" MIN

EXISTING CONCRETE WALL

10'-0"±

WALL AFTER REPAIR

LINE OF (N) CONCRETE

EACH END

EXISTING CONCRETE. TYPICAL

PROVIDE 4" EMBEDMENT INTO

BONDED DOWEL BAR @ 12" OC.

PROVIDE #3 VERTICAL EPOXY

WALL PER DETAIL B

REPAIR EXISTING CONCRETE

WALL PER DETAIL B

REPAIR EXISTING CONCRETE

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:27-MAY-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

E

NI

G N

E

LANOISSEFORP DE

R E

T

SI

G E

R

AI

N

ROFILAC FO

ET

A

T S

A

BOLTING OF HSS TUBE

S-106SCALE: 3" = 1'-0"

B

CONCRETE SPALL REPAIR

S-108SCALE: 3" = 1'-0"

C

DOWELS AT HOLE-IN-WALL

S-109SCALE: 3" = 1'-0"

MGR., STRUCT. ENG. BR., Reg. C.E. No. 37954

MGR., STRUCT. SEC. II, Reg. C.E. No. 77011

D

PVC PIPE FILL

S-102SCALE: 6" = 1'-0"

E

CONCRETE SPALL REPAIR

S-108SCALE: 3" = 1'-0"

F

WELDING OF HSS TUBE

S-106SCALE: 3" = 1'-0"

G

EXCAVATION FOR STEEL ROD

S-103" = 1'-0"2

1SCALE: 1

0 .5 1 0 .5 1 0 .5 1

0 .5 10 .5 10 .25 .5

.5 10

J. MYERS

C. FARNES

E. ELLEDGE

S-11026-05

DETAILS

No. 7127 S E

N

RAF

NADROJ E

E

R C

Docusign Envelope ID: 51812C21-8129-8323-8225-0AE15494D499

6/8/2026

SHEET NO. 19SPEC 26-05

SHEET NO. 20SPEC 26-05