N

VICINITY MAP

ORDBEND

LM 10.427

SITE 22924

WATERWAY

22925 SACRAMENTO RIVER

SITE LOCAL MAINTAINING AGENCY

LEVEE DISTRICT 1 - GLENN COUNTY UNIT 1

LEVEE UNIT

UNIT 1

UNIT 1

LEVEE MILE (LM)

LM 11.015

GLENN COUNTY

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

CALIFORNIA NATURAL RESOURCES AGENCY

STATE OF CALIFORNIA

SPECIFICATION NO. 26-02

STATE PLAN OF FLOOD CONTORL FACILITIES

FULL PIPE PENETRATION REPLACEMENT

DEFERRED MAINTENANCE PROGRAM (DMP)

0 0.25 0.5MILES2

1SCALE:1"=

LEVEE DISTRICT 1 - GLENN COUNTY

LEVEE DISTRICT 1 - GLENN COUNTY

LM 10.427

LM 9.927

22924

22922

SACRAMENTO RIVER

SACRAMENTO RIVER

DIVISION OF FLOOD MANAGEMENT

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

E

D

C

B

A

PLOT DATE:27-FEB-2026

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REV.

SUB. APP.

DATE

DESCRIPTION

APPROVED: DATE:

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 #

MAP

VICINITYOROVILLE FIELD DIVISION

FRESNO

AQUEDUCT

BERNARDINO

SAN

FRANCISCO

SAN

SACRAMENTO

LOS ANGELES

LOCATION MAP

SAN DIEGO

C A

LIFO

R N

IA

OROVILLE FIELD DIVISION

DIVISION

SOUTHERN FIELD

SAN JOAQUIN FIELD DIVISION

SAN LUIS FIELD DIVISION

DELTA FIELD DIVISION

COASTAL BRANCH

MANAGER, DESIGN

COLUSA

LM 11.015

SITE 22925

LM 9.927

SITE 22922

LEVEE DISTRICT 1 (GLENN COUNTY) - SITES 22922, 22924, 22925 AND 22928

22928 SACRAMENTO RIVER LEVEE DISTRICT 1 - GLENN COUNTY UNIT 1 LM 11.871

LM 11.871

SITE 22928

26-02 G-101001

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

3/9/2026

DRAWING TITLE

NO.

SHEET

NO.

DRAWING

LIST OF DRAWINGS

GENERAL

LIST OF DRAWINGS

NOTES AND ABBREVIATIONS

C-101

C-104

C-201

C-203

G-101

G-102

G-103

G-104 CONCRETE NOTES AND STANDARD DETAILS

C-105

C-106

C-204

C-205

C-501

STRUCTURES

C-502

C-505

GENERAL PLAN

V-101

V-102 SITE 22924 - SURVEY CONTROL

C-304

C-305

C-306

GENERAL PLANC-301

C-303

SITE 22925

TITLE SHEET, LOCATION MAP AND VICINITY MAP

SITE 22922

SITE 22924

C-206

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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-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

PROFILE AND SECTIONS

C-503

C-504

SURVEY / MAPPING

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

E

D

C

B

A

VI=

PROFILE AND SECTIONS

INLET STRUCTURE - PLAN, ELEVATION, AND SECTIONS

OUTLET STRUCTURE - PLAN, ELEVATION, SECTIONS, AND DETAILS

PLAN, SECTION, AND PROFILE

INLET STRUCTURE - PLAN, ELEVATION, SECTIONS AND DETAILS

OUTLET STRUCTURE - PLAN, ELEVATION, SECTIONS AND DETAILS

RISER FOR 24" RCP - PLANS, SECTIONS, AND DETAILS

HATCH COVER FOR 24" RCP - PLAN, SECTIONS, AND DETAILS

RISER FOR 48" RCP - PLANS, SECTIONS, AND DETAILS

HATCH COVER FOR 48" RCP - PLAN, SECTIONS, AND DETAILS

STEEL LADDER - VIEWS, SECTION, AND DETAILS

SITE 22922/22925 - SURVEY CONTROL

EXCAVATION - PLAN

FINISHED CONDITION - PLAN

FINISHED CONDITION - PLAN

FINISHED CONDITION - PLAN

EXCAVATION - PLAN

EXCAVATION - PLAN

GENERAL PLAN

C-103

C-107

REFERENCE DRAWINGS

G-105 SITE ACCESS & HAUL ROUTE - PLAN

DEMOLITION - PLANC-102

C-302 DEMOLITION - PLAN

C-202 DEMOLITION - PLAN

R-101 EXISTING LEVEE - PLAN

R-102 EXISTING LEVEE - PROFILES

No. 91307

N

ART .H C

U

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LIVIC

C-506 PIPE SWING GATE - PLAN, ELEVATION, AND DETAILS

DRAWING TITLE

NO.

SHEET

NO.

DRAWING

C-404

C-405

C-406

GENERAL PLANC-401

C-403

SITE 22928

PROFILE AND SECTIONS

INLET STRUCTURE - PLAN, ELEVATION, SECTIONS AND DETAILS

FINISHED CONDITION - PLAN

EXCAVATION - PLAN

C-402 DEMOLITION - PLAN

V-103 SITE 22928 - SURVEY CONTROL 008

C-407 OUTLET STRUCTURE - PLAN, ELEVATION, SECTIONS AND DETAILS

APP. OSFM #

DUC TRAN

G-102002

FULL PIPE PENETRATION

LIST OF DRAWINGS

REPLACEMENT DEFERRED

MAINTENANCE PROGRAM (DMP)

26-02

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

3/6/2026

B

C

COL ---------------- COLUMNS

D

E

ELEV OR EL ------ ELEVATION

(REINFORCEMENT DRAWINGS)

FLR --------------- FLOOR

G

H

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

INC ---------- INCLUDING

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

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

J

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

L

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

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

L OR LGTH ------ LENGTH

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

M

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

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

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

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

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

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

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

N

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

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

O

OPG ------------ OPENING

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

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

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

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

P

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

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

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

R

R ---------------- RADIUS OR RISER

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

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

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

REINF --------- REINFORCEMENT

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

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

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

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

S

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

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

SPEC'S ---------- SPECIFICATIONS

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

SS ----------------- STAINLESS STEEL

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

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

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

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

STRUCT --------- STRUCTURAL

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

T

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

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

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

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

U

V

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

W

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

WSP -------------- WELDED STEEL PIPE

LN ------------------ LANE

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

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

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

LWE --------------- LOW WIRE ELEVATION

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

MCC ------------ MOTOR CONTROL CENTER

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

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

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

MP -------------- MILE POST

SQ YDS ---------- SQUARE YARDS

A

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

CLSM ------------- CONTROLLED LOW-STRENGTH MATERIALS

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

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

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

CJ ------------------ CONSTRUCTION JOINT

CLR ---- CLEAR

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

DN ------------------ DOWN

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

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

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

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

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

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

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

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

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

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

E

E OR ELECT ------ ELECTRICAL

F

I

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

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

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

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

AB------------------- AGGREGATE BASE

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

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

ALT ----------------- AL TERNA TE

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

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

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

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

VPI ------------ VERTICAL POINT OF INTERSECTION

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

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

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

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

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

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

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

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

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

CMCL ------------- CEMENT MORTAR COATED AND LINED

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

EQ ------------------ EQUATION

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

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

ELL ----------------- ELBOW

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

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

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

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

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

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

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

G ------------------- GAS

GA ----------------- GAGE

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

GM ---------------- GRADE BREAK

GR ---------------- GRATING

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

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

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

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

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

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

HPU -------------- HYDRAULIC POWER UNIT

RC -------------- RELATIVE COMPACTION

LM ----------------- LEVEE MILE

ST --------------- STATE MAINTAINED AREA

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

CR ----------------- COUNTY ROAD

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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:27-FEB-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 ENGINEERING BRANCH

E

D

C

B

A

VI=

NORTH ARROW

LC

AT

CENTERLINE

DEGREES

DEFLECTION ANGLE

MINUTES OR FEET

SECONDS OR INCHES

ROUND, DIAMETER

SQUARE

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

--------------- POINT

--------------- ACCESS POINT

--------------- FREEWAY

--------------- HIGHWAY

--------------- RAILROAD CROSSING

--------------- GATE

NO.

A

NO.

NO.

R R

S=

--------------- SLOPE

--------------- POST

--------------- SLOPE

N

TEXT SYMBOLS

GENERAL SYMBOLS

STRUCTURAL GRADE DOUGLAS FIR WITH A MINUMUM BENDING STRESS OF 1,250 PSI.

FOR EACH OUTLET STRUCTURE AND INLET STRUCTURE. THE LUMBER SHALL BE SELECT

7. FOR STOP LOG, CONTRACTOR SHALL PROVIDE FOUR PRESSURE TREATED 2"X12" LUMBER

THAN THE MAXIMUM SLOPES SHOWN.

TO SUIT FIELD CONDITIONS; HOWEVER, SLOPES SHALL NOT BE STEEPER

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING OPEN-CUT SLOPES

SHALL BE AGREED BETWEEN THE CONTRACTOR AND LANDOWNERS.

AREAS, ON A DAILY BASIS. THE METHOD FOR PROVIDING THE INFORMATION

ACCESS ROUTE SAFETY ISSUES, TRAFFIC PATTERNS, AND OPERATION

5. THE CONTRACTOR SHALL INFORM ADJACENT LANDOWNERS OF SHARED

AND GATE SIGNS SHALL BE REPLACED FOLLOWING CONSTRUCTION.

REMOVED, TEMPORARY BARRIERS SHALL BE PROVIDED. FENCING

THE SPECIFICATIONS. WHERE EXISTING FENCING OR BARRIERS ARE

PLANS. SALVAGE OF FENCING ITEMS SHALL BE IN ACCORDANCE WITH

REMOVED AS REQUIRED FOR CONSTRUCTION AND AS SPECIFIED ON THE

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

LICENSED LAND SURVEY AT THE CONTRACTOR'S EXPENSE.

MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A

MONUMENTS AND OTHER SURVEY MARKERS. MONUMENTS AND SURVEY

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING

SHALL IMMEDIATELY NOTIFY THE DEPARTMENT OF ANY DISCREPANCIES.

OF ALL EXISTING FACILITIES AND FEATURES BEFORE STARTING WORK AND

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SIZES, AND LOCATIONS

CALLING (800) 227-2600.

ALERT 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION BY

SUBCONTRACTORS IS REQUIRED TO NOTIFY THE UNDERGROUND SERVICE

CONSTRUCTION EQUIPMENT AND OPERATIONS. THE CONTRACTOR OR ANY

UNDERGROUND AND OVERHEAD UTILITIES SHALL BE PROTECTED FROM

UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR. ALL EXISTING

AGENCIES. THE ACTUAL LOCATIONS AND ELEVATIONS OF THE EXISTING

REMOVED. LOCATIONS OF UTILITIES ARE BASED ON MAPS FROM VARIOUS

NECESSARY MEASURES TO LOCATE UTILITIES TO BE PROTECTED OR

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

1. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND MAY NOT

GENERAL NOTES:

DETAIL AND SECTION DESIGNATION

A1

C-100

DRAWING IN WHICH SECTION APPEARS*

DRAWING IN WHICH DETAIL APPEARS*

ON THE DRAWING

LOCATION WHERE A SECTION APPEARS

ON THE DRAWING

LOCATION WHERE A DETAIL APPEARS

IS TAKEN*

SECTION OR DETAIL

DRAWING IN WHICH

APPEARS ON A DRAWING

SECTION OR DETAIL

LOCATION WHERE A

DASHED CIRCLE

A1

SECTION OR DETAIL TITLE

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

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

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

A1

C-100

0 XXXX/2

SCALE BAR

TOP

TOE

POB ------------- POINT OF BEGINNING

POE ------------- POINT OF ENDING

DMP ---------------- DEFERRED MAINTENANCE PROGRAM

No. 91307

N

ART .H C

U

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LIVIC

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

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

ESA------------------ENVIRONMENTAL SENSITIVE AREA

APP. OSFM #

REPLACEMENT DEFERRED

MAINTENANCE PROGRAM (DMP)

G-103003

26-02

KHOI NGUYEN

NOTES AND ABBREVIATIONS

3/6/2026

COATING COATING

4.5"

5.0"

3.5"

4.0"

3.0"

4.0"

4.5"

3.0"

3.5"

5.0"

28" TO 32"

33" TO 37"

38" TO 42"

43" TO 47"

48" AND ABOVE

28" TO 32"

33" TO 37"

38" TO 42"

43" TO 47"

48" AND ABOVE

TABLE 2. CORNER BAR SCHEDULE

t Each Corner

24"

8"TO18" 2 bars - 1 row

3 bars - 1 row

"4

BEAMS, AND COLUMNS

OF WALLS, GIRDERS,

ALL EXPOSED CORNERS

CHAMFEREND ANCHORAGE

d

WALL OR BEAM

d

BAR2

1MAX. 1

SPACING

SHOWN ON DRAWINGS

ADDITIONAL BARS AS

SLAB OPENINGS

RECESS

h d d d

OTHER BARSTOP BARS

(ALL LENGTHS ARE IN INCHES)

A A A

W b=4A A

A d a=N/2-d

| Key a=W/2-A

Waterstop

WATERSTOPS

WALLS WITHOUT

N b=4d dddd

TABLE 3. KEY DETAIL FOR VERTICAL JOINTS

WALLS WITH

WATERSTOPS

WALLS WITHOUT

WATERSTOPS

W N

1.5"

2.0" d

1.0"

2.5"

A

2.0"

2.5"

1.0"

1.5"

8" TO 12"

13" TO 17"

18" TO 22"

23" TO 27"

8" TO 12"

13" TO 17"

18" TO 22"

23" TO 27"

12"

| Key t

SECTION

WALL OPENINGS

DURING INSTALLATION

METHOD OF SUPPORT

COVER, BAR SIZES, AND

FACE VARIES WITH BAR

DISTANCE FROM EXTERIOR

C L

A S

S B

S P

L

IC

E

12" MAX.

HEAD, JAMB, SILL, SIMILAR

LENGTH WILL NOT FIT

WHERE SPLICE

SLAB

ADD STANDARD HOOK

/ 3 T

T

T 3/

/ 3

T

KEY DETAIL FOR SLAB

CONSTRUCTION JOINTS

WALL REINFORCEMENT

OUTER CURTAIN

TABLE 1. WALL REINFORCEMENT

(UNLESS OTHERWISE NOTED)

t

<8"

9" - 12"

13" - 18"

19" - 24"

25" - 30"

HORIZ. AND VERT.

EACH FACE

#4 @ 18

#4 @ 12

#5 @ 12

#6 @ 12

#7 @ 12

INNER

CURTAIN

SPREADER

MAIN REINF. ALL OPENINGS

1 BAR T & B SAME SIZE AS

"CLR.2

3" CLR.

MAIN REINF.

SPACING AS

SAME SIZE AND

MAIN REINFORCEMENT

3" CLR.

VERTICALLY IN LINE WITH TIES.

INTERSECTION EACH DIRECTION. PLACE SPREADERS

USE #3 TIE SPREADERS APPROX. EVERY FOURTH

SAME SPACING AS WALL REINF.

U BARS FOR WALLS OVER 18" THICK

WALL REINF.

U BAR-MATCH

OF WALL. MIN. 2 BARS.

ACROSS THICKNESS

BARS AT 12" MAX.

HORIZ. AND VERT.

ADJACENT TO SLAB OR WALL.

SEE SCHEDULE. OMIT AT SIDE

ACROSS THICKNESS OF WALL,

CORNER BARS AT 12" MAX.

BAR SPACING.2

1SHALL BE CUT TO SUIT OR SPREAD APART MAX. 1

ALL BARS SAME SIZE AS WALL REINF. BARS AT OPENINGS (MAX. 18")

48"

36" 8 bars - 2 rows

10 bars - 2 rows

WATERSTOPS

WALLS WITH

hd

D d b d hd bd

" Min.2

4* or

90° HOOK

180° HOOK

* C.J.

C.J.

D =No. 9 THRU No. 11:

D =No. 3 THRU No. 8:

D bd6* bd8*

HOOK DEVELOPMENT LENGTH

#10

#11

COATING

NONE

HOOKED BARS

NONE NONE

BAR SPACINGS2

1SPREAD APART MAX. 1

BARS AT OPENINGS (MAX.18") SHALL BE CUT TO SUIT OR

TABLE 4. CONCRETE COVER FOR REINFORCEMENT

LOCATION / SURFACE COVER *

CAST-IN-PLACE CONCRETE

CAST AGAINST EARTH

EXPOSED TO EARTH OR WATER

PRECAST CONCRETE

EXPOSED TO EARTH OR WATER

3" MINIMUM

6" NOMINAL

3" MINIMUM

3" MINIMUM

2" MINIMUM

" MINIMUM2

IN CONTACT WITH GROUND

NOT EXPOSED TO WEATHER OR

IN CONTACT WITH GROUND

NOT EXPOSED TO WEATHER OR

FROM ACI MINIMUMS.

4.1 COVER MINIMUMS ARE DWR STANDARDS AND MAY DIFFER

COLUMNS, AND INNER LAYER OF WALLS OR SLABS IN TENSION

TABLE 5. EMBEDMENT LAP SPLICE LENGTHS FOR BEAMS,

CLASS B SPLICE

REINF.

CONTINUOUS

bd( )

BAR SIZE

#4

#5

#6

#7

#8

#9 104

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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-FEB-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 II SECTION

E

D

C

B

A

VI=

bd bd

DEVELOPMENT AND SPLICING NOTES

STANDARD CONCRETE NOTES

5.2 "TOP BARS" ARE HORIZONTAL BARS PLACED SO THAT MORE THAN

5.3 TABULATED VALUES ASSUME CONCRETE COVER > AND CLEAR

1. UNLESS OTHERWISE SPECIFICALLY SHOWN OR STATED,

2. REINFORCING SHALL BE GRADE 60 ASTM DESIGNATION: A615

DEFORMED.

3. CONSTRUCTION JOINTS SHOWN ON THE DRAWING MAY BE REVISED

SUBJECT TO THE APPROVAL OF THE ENGINEER.

4. SEE SPECIFICATIONS FOR CONCRETE PLACING REQUIREMENTS AND

CONSTRUCTION JOINT PREPARATION. FOR LOCATION AND TYPE OF

JOINTS SEE DRAWINGS AND DETAILS.

5. STRUCTURAL ADEQUACY OF THE FOUNDATION SHALL BE APPROVED

BY THE ENGINEER BEFORE PLACING THE CONCRETE.

6. ANCHOR BOLTS, DOWELS AND OTHER MISCELLANEOUS ITEMS TO BE

EMBEDDED IN CONCRETE SHALL BE SECURELY FASTENED IN POSITION

CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS.

BEFORE PLACING CONCRETE.

12" OF FRESH CONCRETE CAST BENEATH THEM.

SPACING BETWEEN REINFORCEMENT > 2* .

5.1 APPLICABLE TO CLASS B DEFORMED BARS IN NORMAL WEIGHT

CONCRETE WITH COMPRESSIVE STRENGTH SHOWN AND

REINFORCEMENT GRADE 60, fy=60,000 PSI.

5.4 WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN TENSION,

SPLICED LENGTH SHALL BE ( ) OF THE LARGER BAR.d

INSIDE FACE OF WALL

SEE DETAIL X

WATERSTOP

TOP AND BOTTOM

HOG RING 9" O.C.

FACE OF WALL

OUTSIDE

HORIZ. REINF.

WATERSTOP

SEE DETAIL X

WATERSTOP

VERTICAL REINF.

TOP OF FLOOR SLAB

FACE OF WALL

OUTSIDE

C.J. WITH W.S

C.J. WITH W.S

TIED TO ADJACENT REBAR

16 GAGE TIE WIRE

TIED TO ADJACENT REBAR

16 GAGE TIE WIRE

ALONG EACH EDGE

HOG RING 9" O.C.

HORIZONTAL WATERSTOP VERTICAL WATERSTOP

DETAIL X

No. 91307

N

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CONTROL FIELD TESTING IN SECTION 03300

SPECIFIED IN TABLE 03300 F – CONCRETE QUALITY

9. PERFORM TESTING AT LEAST AS OFTEN AS FREQUENCIES

PLAN AND CURING METHODS FOR APPROVAL

THE CONTRACTOR SHALL SUBMIT A TEMPERATURE MAINTENANCE

AND NOT LESS THAN 50°F FOR AN ADDITIONAL 4 DAYS. UPON REQUEST,

TEMPERATURE OF NOT LESS THAN 55°F FOR THE FIRST 72 HOURS,

8. AFTER PLACEMENT, CONCRETE SHALL BE MAINTAINED AT A

PROPORTIONED AND STAMPED BY A PROFESSIONAL ENGINEER.

AS SPECIFIED IN ACI 301. THE TRIAL BATCH METHOD SHALL BE

LABORATORY TRIAL BATCHES OR FIELD PERFORMANCE DATA

7. SUBMIT CONCRETE MIX DESIGNS SUBSTANTIATED BY EITHER

APP. OSFM #

STANDARD DETAILS

G-104004

CONCRETE NOTES AND

26-02

KHOI NGUYEN

" 3/8"

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

3/6/2026

D

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ER

ED

P

ROFESSION

L

EN

G

IN

E

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-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

SITE ACCESS & HAUL ROUTE PLAN

SCALE: 1"= 600-0"

N

0 300 600

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

SITE 22922

& TURN AROUND AREA

SITE 22924

SITE 22925

SOUTH ACCESS

NORTH ACCESS

A

A

HAUL ROUTE

LEGEND

LOCKED GATE

LOCKED GATE

SITE 22928

NOTES

3. CONSTRUCTION EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE LEVEE ROAD WIDTH.

2. TAKE PRE-CONSTRUCTION PHOTOGRAPHS TO DOCUMENT EXISTING CONDITIONS PRIOR TO STARTING WORK.

1. THE LOCKED GATE SHALL BE KEPT CLOSED AND LOCKED WHEN NO SITE WORK IS IN PROGRESS.

G-10526-02 005

APP. OSFM #

PLAN

SITE ACCESS & HAUL ROUTE

O

D F

E R

R Y R

D

ROAD 3

SACRAMENTO RIVER

SACRAMENTO

R

IV

ER

SACRAMENTO RIVER LEVEE RD

No. 91307

NART .H CUD

LIVIC

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

3/6/2026

A1

SURVEY CONTROL

SURVEY CONTROL POINT TABLE

MONUMENT PRESERVATION

8890-8902 HEIGHTS.

GEODETIC DATUMS, § 8870- 8880 GEODETIC COORDINATES, AND §

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

(LAND SURVEYORS’’ACT), AND THE CALIFORNIA PUBLIC RESOURCES

THE CALIFORNIA BUSINESS AND PROFESSIONS CODE §8700-8805

MY DIRECT SUPERVISION IN ACCORDANCE WITH THE PROVISIONS OF

RESOURCES DMP PREOJECT . THEY WERE PREPARED BY ME OR UNDER

INTENDED ONLY FOR THE CALIFORNIA DEPARTMENT OF WATER

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES ARE

PROFESSIONAL LAND SURVEYOR'S STATEMENT

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

UNITS ARE IN U.S. SURVEY FOOT.

CSRC EPOCH 2024.5000 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

RECORD(S) OF SURVEY.

RESPONSIBLE FOR FILING OF ANY REQUIRED CORNER RECORD(S) OR

PRESERVERED, REFERENCED, OR REPLACED, AND THE CONTRACTOR IS

CONTROL OR MONUMENT SHOWN OR NOT SHOWN HEREIN MUST BE

PERSON RESPONSIBLE FOR COMPLIANCE. ANY EXISTING SURVEY

TO PERFORM LAND SURVEYING IN THE STATE OF CALIFORNIA AS THE

LAND SURVEYOR OR A PROFESSIONAL CIVIL ENGINEER AUTHORIZED

TO CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A LICENSED

BOUNDS OF THE PERMITTED CONSTRUCTION ARE PROTECTED. PRIOR

THAT ALL EXISTING SURVEY CONTROL AND MONUMENTS WITHIN THE

CALIFORNIA BUSINESS AND PROFESSIONS CODE 8771 TO ENSURE

THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH

BPC 8771 (a)-(f) AND 8773.3

GLENN COUNTY

T. 20 N., R. 1 W., M.D.M.

19 AND 30

A PORTION OF SECTION

TOPOGRAPHIC FIELD SURVEY 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

TO ESTABLISH THE COMPONENTS OF THIS CONTROL NETWORK.

TABLE, 5 OF WHICH WERE CONSTRAINED HORIZONTALLY & VERTICALLY

BASED ON THE 8 CSRC CGPS POINTS LISTED IN SURVEY CONTROL

1983 (CCS83) ZONE 2, U.S. SURVEY FOOT. COORDINATES SHOWN ARE

EPOCH 2024.50, CALIFORNIA STATE PLANE COORDINATE SYSTEM

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

HORIZONTAL COORDINATES, BEARINGS AND DISTANCES ARE BASED ON

GEO-2024-0027REPORT

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

VERTICAL ACCURACY AT 1-SIGMA CONFIDENCE LEVEL: 0.15 US FEET

DWR ABSOLUTE TOPOGRAPHIC FIELD SURVEYING MAPPING

FEET

HORIZONTAL ACCURACY AT 1-SIGMA CONFIDENCE LEVEL: 0.10 US

DWR ABSOLUTE TOPOGRAPHIC FIELD SURVEYING MAPPING

SCALE: 1" = 100'

SITE 22922

SITE CONTROL AND TOPOGRAPHY

SURVEY CONTROL ACCURACY

REPORT GEO-2024-0027

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.070'

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

CONFIDENCE LEVEL: 0.035'

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT 95%

SA

CRAM

EN

TO

R

IV

ER

DRONE PHOTOGRAMMETRY MAPPING ACCURACY

FOR DIGITAL GEOSPATIAL DATA (2014)

REFERENCE: ASPRS POSITIONAL ACCURACY STANDARDS

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*1.96): 0.321 US FEET

DWR ABSOLUTE MAPPING HORIZONTAL ACCURACY AT 95%

(MEASURED): 0.164 US FEET

DWR ABSOLUTE MAPPING HORIZONTAL ACCURACY AT 1-SIGMA

AERIAL IMAGERY STATEMENT

CA DEPARTMENT OF WATER RESOURCES.

PHOTOGRAPHY DATED 2020 AND WAS PROVIDED BY

IMAGERY SHOWN HEREON IS FROM HEXAGON AERIAL

TOPOGRAPHIC MAPPING STATEMENT

BPC 8726 (b)

TOPOGRAPHIC PRODUCTION ANTHONY SQUELATTI, PLS 8627

2024,FIELD SURVEYING TIMOTHY CASE, PLS 7507

ACT, AT THE REQUEST OF: DWR DEPARTMENT OF ENGINEERING IN

WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS

2024 UNDER MY/OUR RESPONSIBLE CHARGE IN CONFORMANCE

MADE BY THE DEPARTMENT OF WATER RESOURCES DURING JULY,

THESE PLANS CORRECTLY REPRESENT A TOPOGRAPHIC SURVEY

6002 6006

6010 6011

SITE 22925

SITE CONTROL AND TOPOGRAPHY

ROAD

R O

A D

$$$ms pltcfg file$$$

1 2 3 4 5 6 7VI= $$$$$PRFNAME$$$$$$$$$

STATE OF CALIF

ORN

IA

No. 8627

SQUELATTI

ANTHONY M . RO

YE

VR

US

DNAL LANOISSEFORP

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

SUBMITTED:

FIELD PC:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

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

$$$DATE$$$$

1 2 3 4 5 6 7

E

D

C

B

A

PLOT DATE:

VICINITY MAP

SITE 22922

S T

A T

E H

IG

H

W A

Y

COUNTY ROAD 39

COUNTY ROAD 32

SACRAMENTO RIVER

ROAD 32

SITE 22925

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

P.L.S. 8627

M. SQUELATTI

ANTHONY

P.L.S. 7507

TIMOTHY R CASE

P.L.S. 9355

VANDER DUSSEN

MATTHEW

NOT APPLICABLE

GEOMATICS

MAPPING

SURVEY CONTROL

SITE 22922/22925

P.L.S. 8627

M. SQUELATTI

ANTHONY

V-10125-XX 006

MAINTENANCE PROGRAM (DMP)

REPLACEMENT DEFERRED

FULL PIPE PENETRATION

26-02

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

EXISTING 24" CORRUGATED METAL PIPE

EXISTING 10" STEEL PIPE

A1

N

SURVEY CONTROL

SURVEY CONTROL POINT TABLE

GLENN COUNTY

T. 20 N., R. 1 W., M.D.M.

A PORTION OF SECTION 30

SCALE: 1" = 40'

$$$ms pltcfg file$$$

1 2 3 4 5 6 7VI= $$$$$PRFNAME$$$$$$$$$

S

TATE

OF CALIF

ORN

IA

No. 8627

SQUELATTI

ANTHONY M . RO

YE

VR

US

DNAL LANOISSEFORP

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

SUBMITTED:

FIELD PC:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, GEOMATICS BRANC

$$$DATE$$$$

1 2 3 4 5 6 7

E

D

C

B

A

PLOT DATE:

VICINITY MAP

SITE 22924

S T

A T

E H

IG

H

W A

Y

COUNTY ROAD 39

COUNTY ROAD 32

SACRAMENTO RIVER

ROAD 32

MONUMENT PRESERVATION

PROFESSIONAL LAND SURVEYOR'S STATEMENT

TOPOGRAPHIC MAPPING STATEMENT

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

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

UNITS ARE IN U.S. SURVEY FOOT.

ELLIPSOID HEIGHTS.

FROM APPLYING GEOID18 TO NAD83(2011) CSRC CGPS EPOCH 2022.50

NORTH AMERICAN VERTICAL DATUM OF 1988, NAVD88, AS DERIVED

THE ELEVATIONS ESTABLISHED IN THIS SURVEY ARE BASED ON THE

DATED 9/13/2023

PSOMAS GPS SURVEY REPORT, SITE 22924 REFERENCE:

CONFIDENCE LEVEL: 0.10 US FEET

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

95% CONFIDENCE LEVEL: 0.03 US FEET

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT

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

DIVIDE BY COMBINED SCALE FACTOR OF 0.999955076.

DISTANCES SHOWN HEREON ARE GRID, TO CONVERT TO GROUND

TO ESTABLISH THE COMPONENTS OF THIS CONTROL NETWORK.

SURVEY CONTROL REPORT, WHICH WERE CONSTRAINED AS SHOWN

ARE BASED ON THE FIVE CSRC CGPS POINTS LISTED IN THE

1983 (CCS83) ZONE 2, U.S. SURVEY FOOT.COORDINATES SHOWN

EPOCH 2022.50, CALIFORNIA STATE PLANE COORDINATE SYSTEM

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

COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE

AND § 8890-8902 HEIGHTS.

DATUMS, § 8870- 8880 GEODETIC COORDINATES,

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

THE CALIFORNIA PUBLIC RESOURCES

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

ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA

BY ME OR UNDER MY DIRECT SUPERVISION IN

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES WERE PREPARED

BPC 8726 (b)

TOPOGRAPHIC PRODUCTION JUSTIN LAMBERT, PLS 9046

FIELD SURVEYING TIMOTHY CASE, PLS 7507

WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS ACT.

OCTOBER, 2022 UNDER MY RESPONSIBLE CHARGE IN CONFORMANCE

UNDER CONTRACT WITH THE DEPARTMENT OF WATER RESOURCES IN

RESOURCES. FIELD DATA WAS ADJUSTED AND PROCESSED BY PSOMAS

TOPOGRAPHIC SURVEY PERFORMED BY THE DEPARTMENT OF WATER

THESE PLANS CORRECTLY REPRESENTS A SUPPLEMENTAL FIELD

AERIAL IMAGERY STATEMENT

AND WAS OBTAINED THOUGH A LICENSE WITH GOOGLE EARTH.

IMAGERY SHOWN HEREON IS FROM PHOTOGRAPHY DATED MAY 2, 2021

DATED 9/13/2023

PSOMAS GPS SURVEY REPORT, SITE 22924 REFERENCE:

VERTICAL ACCURACY AT 1-SIGMA CONFIDENCE LEVEL: 0.15 US FEET

DWR ABSOLUTE TOPOGRAPHIC FIELD SURVEYING MAPPING

FEET

HORIZONTAL ACCURACY AT 1-SIGMA CONFIDENCE LEVEL: 0.10 US

DWR ABSOLUTE TOPOGRAPHIC FIELD SURVEYING MAPPING

TOPOGRAPHIC FIELD SURVEY MAPPING ACCURACY

N °1

'2

"E

.0

S °3

'4

"W

.4

S °4

1' "W

8.

P.L.S. 8627

M. SQUELATTI

ANTHONY

P.L.S. 7507

TIMOTHY R CASE

P.L.S. 9355

ANTHONY

V-10225-XX 007

SURVEY CONTROL

SITE 22924

MAINTENANCE PROGRAM (DMP)

REPLACEMENT DEFERRED

FULL PIPE PENETRATION

26-0226-02

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

ORD DMP B1

ORD DMP B3

ORD AZMK 2

ORD DMP B2

A1

SURVEY CONTROL

SURVEY CONTROL POINT TABLE

MONUMENT PRESERVATION

8890-8902 HEIGHTS.

GEODETIC DATUMS, § 8870- 8880 GEODETIC COORDINATES, AND §

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

(LAND SURVEYORS’’ACT), AND THE CALIFORNIA PUBLIC RESOURCES

THE CALIFORNIA BUSINESS AND PROFESSIONS CODE §8700-8805

MY DIRECT SUPERVISION IN ACCORDANCE WITH THE PROVISIONS OF

RESOURCES DMP PREOJECT . THEY WERE PREPARED BY ME OR UNDER

INTENDED ONLY FOR THE CALIFORNIA DEPARTMENT OF WATER

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES ARE

PROFESSIONAL LAND SURVEYOR'S STATEMENT

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

UNITS ARE IN U.S. SURVEY FOOT.

CSRC EPOCH 2025.50 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

RECORD(S) OF SURVEY.

RESPONSIBLE FOR FILING OF ANY REQUIRED CORNER RECORD(S) OR

PRESERVERED, REFERENCED, OR REPLACED, AND THE CONTRACTOR IS

CONTROL OR MONUMENT SHOWN OR NOT SHOWN HEREIN MUST BE

PERSON RESPONSIBLE FOR COMPLIANCE. ANY EXISTING SURVEY

TO PERFORM LAND SURVEYING IN THE STATE OF CALIFORNIA AS THE

LAND SURVEYOR OR A PROFESSIONAL CIVIL ENGINEER AUTHORIZED

TO CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A LICENSED

BOUNDS OF THE PERMITTED CONSTRUCTION ARE PROTECTED. PRIOR

THAT ALL EXISTING SURVEY CONTROL AND MONUMENTS WITHIN THE

CALIFORNIA BUSINESS AND PROFESSIONS CODE 8771 TO ENSURE

THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH

BPC 8771 (a)-(f) AND 8773.3

GLENN COUNTY

T. 20 N., R. 1 W., M.D.M.

A PORTION OF SECTION 19

TOPOGRAPHIC FIELD SURVEY 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

TO ESTABLISH THE COMPONENTS OF THIS CONTROL NETWORK.

TABLE, 7 OF WHICH WERE CONSTRAINED HORIZONTALLY & VERTICALLY

BASED ON THE 9 CSRC CGPS POINTS LISTED IN SURVEY CONTROL

1983 (CCS83) ZONE 2, U.S. SURVEY FOOT. COORDINATES SHOWN ARE

EPOCH 2025.50, CALIFORNIA STATE PLANE COORDINATE SYSTEM

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

HORIZONTAL COORDINATES, BEARINGS AND DISTANCES ARE BASED ON

GEO-2025-0025REPORT

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

VERTICAL ACCURACY AT 1-SIGMA CONFIDENCE LEVEL: 0.15 US FEET

DWR ABSOLUTE TOPOGRAPHIC FIELD SURVEYING MAPPING

FEET

HORIZONTAL ACCURACY AT 1-SIGMA CONFIDENCE LEVEL: 0.10 US

DWR ABSOLUTE TOPOGRAPHIC FIELD SURVEYING MAPPING

SCALE: 1" = 40'

SITE 22928

SITE CONTROL AND TOPOGRAPHY

SURVEY CONTROL ACCURACY

REPORT GEO-2025-0025

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.05'

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

CONFIDENCE LEVEL: 0.05'

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT 95%

AERIAL IMAGERY STATEMENT

CA DEPARTMENT OF WATER RESOURCES.

PHOTOGRAPHY DATED 2020 AND WAS PROVIDED BY

IMAGERY SHOWN HEREON IS FROM HEXAGON AERIAL

TOPOGRAPHIC MAPPING STATEMENT

BPC 8726 (b)

TOPOGRAPHIC PRODUCTION ANTHONY SQUELATTI, PLS 8627

2025,FIELD SURVEYING TIMOTHY CASE, PLS 7507

ACT, AT THE REQUEST OF: DWR DEPARTMENT OF ENGINEERING IN

WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS

2025 UNDER MY/OUR RESPONSIBLE CHARGE IN CONFORMANCE

MADE BY THE DEPARTMENT OF WATER RESOURCES DURING JUNE,

THESE PLANS CORRECTLY REPRESENT A TOPOGRAPHIC SURVEY

$$$ms pltcfg file$$$

1 2 3 4 5 6 7VI= $$$$$PRFNAME$$$$$$$$$

STATE OF CALIF

ORN

IA

No. 8627

SQUELATTI

ANTHONY M . RO

YE

VR

US

DNAL LANOISSEFORP

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

SUBMITTED:

FIELD PC:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

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

$$$DATE$$$$

1 2 3 4 5 6 7

E

D

C

B

A

PLOT DATE:

VICINITY MAP

S T A T

E H

IG

H W

A Y

OLD FERRY ROAD

SACRAMENTO RIVER

SITE 22928

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

ROAD 32

P.L.S. 8627

M. SQUELATTI

ANTHONY

P.L.S. 7507

TIMOTHY R CASE

P.L.S. 9355

SURVEY CONTROL

ANTHONY

V-10325-XX 008

MAINTENANCE PROGRAM (DMP)

REPLACEMENT DEFERRED

FULL PIPE PENETRATION

26-02

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

C

B

A

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T

ER

ED

P

ROFESSION

L

EN

G

IN

E

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-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

SCALE: 1"=60'-0"

N

0 30 60

SITE PLAN - GENERAL PLAN

6,562,589

DESCRIPTIONNORTHING EASTINGPT

2,345,851

6,562,6502,345,828

6,562,6162,345,742

6,562,5422,345,671

2,345,687 6,562,5095

CORNER OF STAGING AREA

CORNER OF STAGING AREA

CORNER OF STAGING AREA

CORNER OF STAGING AREA

CORNER OF STAGING AREA

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

LEGEND

LIMIT OF STAGING AREA

6,561,8832,345,194

2,345,181 6,561,9077

6,561,8552,345,150

2,345,152 6,561,8149

6,561,8152,345,166

CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF TEMPORARY STOCKPILE AREA

COORDINATES

AREA

LIMIT OF TEMPORARY STOCKPILE

NOTES

3. INSTALL ESA FENCES FOR STOCKPILE AREA AND STAGING AREA.

2. CLEAR THE AREAS FOR TEMPORARY STOCKPILE AND STAGING.

WORK TO ENSURE MINIMAL DISRUPTION TO EXISTING OPERATIONS.

1. COORDINATE SITE ACCESS WITH LAND OWNER BEFORE START OF

N 2,345,500 E

6, 2, N 2,345,500 E

6, 2, N 2,345,200 E

6, 2, APP. OSFM #

SITE 22922

GENERAL PLAN

C-10126-02 009

DUC TRAN

KHOI NGUYEN

2,100 SF

STOCKPILE AREA

LIMIT OF TEMPORARY 18" PLASTIC PIPE

INLET STRUCTURE

OUTLET STRUCTURE

24" RCP

(E) LEVEE ROAD

11,000 SF

LIMIT OF STAGING AREA

No. 91307

NART .H CUD

LIVIC

(E) LEVEE ROAD

(E) TRAIL

SACRAMENTO

RI

VE

R

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

3/6/2026

C

B

A

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T

ER

ED

P

ROFESSION

L

EN

G

IN

E

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-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

DEMOLITION PLAN

SCALE: 1"=10'-0"

N 0 5 10

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

TO BE REMOVED

HEADWALL

(E) INLET

TO BE REMOVED, NOTE 3

18" PLASTIC PIPE

(E) LANDOWNER'S

ROADWAYGRAVEL

EDGE OF (E) LEVEE

LIMIT OF (E) ROCK SLOPE PROTECTION

TO BE REMOVED

(E) RISER

TO BE REMOVED

(E) 24" CMP

TO BE REMOVED

AND FLAP GATE

(E) OUTLET HEADWALL

N 2,345,100

E

,5

,8

N 2,345,200

E

,5

,0

TO BE REMOVED

CUTOFF WALLS

(E) CONCRETE

TO BE PROTECTED

(E) TREE

TO BE PROTECTED

(E) TREE

LEVEE GRAVEL ROADWAY

LIMIT OF (E)

N 2,345,200

E

,5

,8

No. 91307

NART .H CUD

LIVIC

NOTES

3. THE EXISTING PIPE CROWN IS APPROXIMATELY 1.5 FT BELOW GRADE.

AND OBTAIN ALL NECESSARY PERMITS FOR SUCH DISPOSAL.

2. DISPOSE OF ALL REMOVED MATERIALS AT AN APPROVED OFF-SITE FACILITY

GROUND DISTURBANCE ALONG THE LEVEE ROAD.

1. THE CONTRACTOR SHALL PERFORM DEMOLITION OPERATIONS WITH MINIMAL

C-10226-02 010

APP. OSFM #

DEMOLITION

DUC TRAN

KHOI NGUYEN

(E) 24" PIPE

3/6/2026

C

B

A

$$$ms pltcfg file$$$

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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-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

SEE NOTE 5

TO BE REMOVED,

18" PLASTIC PIPE

(E) LANDOWNER'S

SCALE: 1"=10'-0"

N

0 5 10

NOTES

6,561,812

DESCRIPTIONNORTHING EASTINGPT

2,345,145

6,561,9172,345,142

6,561,9172,345,128

6,561,8122,345,132

SHORING COORDINATES

CORNER OF EXCAVATION

CORNER OF EXCAVATION

CORNER OF EXCAVATION

CORNER OF EXCAVATION

SITE PLAN - EXCAVATION

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

E

D

C

B

A

VI=

LIMIT OF EXCAVATION

1.5:1, TYP

E2

6,561,9592,345,138

6,561,9592,345,130

6,561,9172,345,131

6,561,8152,345,166

6,561,8832,345,19410

6,561,9072,345,181

CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF TEMPORARY STOCKPILE AREA

11 CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF SHORING

CORNER OF SHORING

CORNER OF SHORING

CORNER OF SHORING2,345,139 6,561,917

(E) ROCK SLOPE PROTECTION

C-105

N 2,345,100

E

,5

,8

SHORING

TEMPORARY

LIMIT OF

N 2,345,200

E

,5

,0

5. THE EXISTING PIPE CROWN IS APPROXIMATELY 1.5 FT BELOW GRADE.

EARTHWORK.

4. CLEAR AND GRUB THE EXCAVATION AREA PRIOR TO BEGINNING

STOCKPILE AREA, AND REINSTALLED.

LIMIT SHALL BE REMOVED, STOCKPILED AT THE TEMPORARY

3. EXISTING ROCK SLOPE PROTECTION WITHIN THE EXCAVATION

TO BE PROTECTED.

2. PROVIDE ENVIROMENTAL FENCE AROUND TREES

STAGING AREA, AND EXCAVATION AREA.

1. INSTALL ESA FENCES AROUND THE STOCKPILE AREA,

(E) 24" CMP

TO BE PROTECTED

(E) TREE

TO BE REMOVED

HEADWALL

(E) INLET

ROADWAYGRAVEL

EDGE OF (E) LEVEE

6,561,8552,345,15012 CORNER OF TEMPORARY STOCKPILE AREA

6,561,8152,345,15213 CORNER OF TEMPORARY STOCKPILE AREA

E

,5

,8

N 2,345,200

F T B

E N

C H T

Y P

TO BE PROTECTED

(E) TREE

BE REMOVED

(E) RISER TO

TO BE REMOVED

(E) OUTLET HEADWALL

C-10326-02 011

APP. OSFM #

EXCAVATION

SEE NOTE 1

TEMPORARY STOCKPILE AREA

DUC TRAN

KHOI NGUYEN

No. 91307

NART .H CUD

LIVIC

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

3/6/2026

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:27-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

SITE PLAN - FINISHED CONDITION

SCALE: 1"=10'-0"

N

0 5 10

6,561,812

NORTHING EASTING

6,561,9592,345,134

NEW PIPE COORDINATES

2,345,138

DESCRIPTIONPOINT

CENTER LINE OF 24" RCP AT STA 10+00.001

CENTER LINE OF 24" RCP AT STA 11+57.002

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

N 2,345,200

E

,5 ,0

SEE DWG C-106

INLET STRUCTURE

CENTERLINE 24" RCP

FLAP GATE

ROADWAY

LEVEE GRAVEL

EDGE OF (E)

SEE DWG C-107

OUTLET STRUCTURE

SEE DWG C-501

AND SLIDE GATE

CONCRETE RISER

N 2,345,100

E

,5 ,8

SEE NOTE 3 AND 4

18" HDPE PIPE,

6,561,8062,345,170 INLET OF 18" HDPE PIPE3

6,561,7952,345,144 OUTLET OF 18" HDPE PIPE4

6,561,9172,345,135 RISER CONTROL POINT 15

6,561,9252,345,134 RISER CONTROL POINT 26

PROTECTION

(E) ROCK SLOPE

NOTES

AT INLET OF HDPE PIPE.

4. INSTALL METAL FLARE END SECTION (16 GA THICKNESS, GALVANIZED)

THE HDPE PIPE CROWN IS APPROXIMATELY 2.0 FEET BELOW GRADE.

TO DETERMINE PIPE'S ALIGNMENT AND ELEVATIONS.

CONTRACTOR SHALL COMMUNICATE WITH THE LANDOWNER

3. THE HDPE PIPE IS THE PROPERTY OF THE LANDOWNER. THE

OF EXCAVATION IN BOTH DIRECTIONS ALONG THE LEVEE ROAD'S CENTERLINE.

NEW AB SHALL EXTEND A MINIMUM OF 50 FT BEYOND THE LIMITS

2. THE REINSTALLED LEVEE GRAVEL ROADWAY'S AB IS 6-INCH THICKNESS.

EXISTING RSP AND MATCH THE REINSTALLED RSP ACCORDINGLY.

1. THE CONTRACTOR SHALL VERIFY IN FIELD THICKNESS OF THE

E

,5 ,8

N 2,345,200

120 120

FLAP GATE

S

T A

.7

S T

A

.7

P O

E S

T A

.4

P O

B S

T A

S88°12'01"E

NEW AB, NOTE 2

LEVEE GRAVEL ROADWAY WITH

APPROX LIMIT OF REINSTALLED

3:1

NEW AB, NOTE 2

LEVEE GRAVEL ROADWAY WITH

APPROX LIMIT OF REINSTALLED

C-10426-02 012

APP. OSFM #

FINISHED CONDITION

DUC TRAN

KHOI NGUYEN

No. 91307

NART .H CUD

LIVIC

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

3/6/2026

D

C

B

A

$$$ms pltcfg file$$$

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.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:27-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

NOTES

LEGEND

CLSM

COMPACTED LEVEE EMBANKMENT

CULVERT PROFILE

SCALE: 1" = 10'

0 5 10

E L

E V

A T

IO

N

F

T

10+00 11+00 12+00

ELEV 107.12'

PIPE INVERT

ELEV. 105.87'

SEE DWG C-106

INLET STRUCTURE

CLSM BACKFILL, TYP

ELEV 107.05'

PIPE INVERT

ELEV 105.8'

SEE DWG C-107

OUTLET STRUCTURE

AND FINISHED GRADE

ORIGINAL GROUND

SEE DWG C-501

CONCRETE RISER

PROTECTION (SEE NOTE 2)

REINSTALLED ROCK SLOPE

ROCK SLOPE PROTECTION

18" THICK

FILTER MATERIALS

6" THICK GRAVEL

CLROAD

E2

OPEN CUT - BACKFILL SECTION

1.5

BENCH, TYP

NTS

3'-0"

& FINISHED GRADE

ORIGINAL GROUND

V A

R

IE

S O

D

OD+2' CLSM

24" RCP

NOT SHOWN FOR CLARITY

AGGREGATE BASE

TYP

LEVEE EMBANKMENT,

COMPACTED

EXCAVATION, TYP

LIMIT OF

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

ELEV. 120'

MATCH THE REINSTALLED RSP ACCORDINGLY.

THICKNESS OF THE EXISTING RSP AND

2. THE CONTRACTOR SHALL VERIFY IN FIELD

ARE MAX 3'-0" IN OVERLAY LENGTH.

INLET STRUCTURE AND OUTLET STRUCTURE

1. THE RCP SEGMENTS CONNECTED TO RISER,

PROTECTION

ROCK SLOPE

E2

E5

S = -0.05%

24" RCP (CLASS V)

S = -0.05%

24" RCP (CLASS V)

ELEV. 107.07'

PIPE INVERT

ELEV 107.07'

PIPE INVERT

C-104

& FINISHED GRADE

ORIGINAL GROUND

E5

NTS

24" PIPE TRENCH BACKFILL SECTION

SHORING, TYP

LIMIT OF

24" RCP

CLSM

ELEV 110.41'

12'

EMBANKMENT, TYP

COMPACTED LEVEE

1.5

APP. OSFM #

013 C-10526-02

PROFILE AND SECTIONS

V

R

IE

S

8'-0"

4'-0"

M

IN

No. 91307

LIVIC

3'-0" MAX TYP

SEE NOTE 1

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

3/6/2026

R E G

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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-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

D4

PLAN - HEADWALL

"=1'-0" 2

1SCALE:

E6

B4

1SCALE:

ELEVATION

TYP

6" FILLET,

1'-0"

CJ

T Y

P

1'-0"

TYP

6" FILLET,

EACH FACE

TOP OF WALL

#5 BAR ALONG

FLOW

0 1 2

0 1 2

E4

SECTION

0 1 2"=1'-0" 2

1SCALE:

D4

SECTION

0 1 2

"=1'-0" 2

1SCALE:

RCP

#6 DOWEL

RCP

10"

C L

R

T Y

P

3" CLR

TYP

V A

R

IE

S

E6

SECTION

SCALE: 1"=1'-0" 0 0.5 1

3" CLR

1'-0"

3"

AND FINISHED GRADE

LEVEE ORIGINAL GROUND

3'-0"

6'-0"

3'-0"

3'-0"

12'-6"

24"15'-0"

T Y P

1'-0"

TYP

TYP15'-0"

EFEW, TYP

#5@12" OC

EFEW, TYP

#6@12" OC

EFEW, TYP

#5@12" OC

EFEW, TYP

#6@12" OC

EFEW, TYP

#6@12" OC

EF, TYP

#5@12" OC

EF, TYP

#5@12" OC

EF, TYP

#5@12" OC

EF, TYP

#6@12" OC

EF, TYP

#5@12" OC

T Y

P

#5 @ 5 FT LONG, TYP

CJ

SECTION

SCALE: 1"=1'-0" 0 0.5 1

SEE DETAIL C7

U-BAR @12" OC, TYP

#5 DOWEL

3"

2"

TY

P

24"

SEE PLAN

S E

E P

R O

F

IL

E D

W G

C

-1

E2

#6@12" OC , EFEW, TYP

EF, TYP

#5@12" OC

EF, TYP

#6@12" OC

EF, TYP

#5@12" OC

1'-0"

B7

BAR

#6 DOWEL

DETAILS

#5 U-BAR

SEE DETAIL C7

U-BAR @12" OC, TYP

#5 DOWEL

SEE DETAIL C7

U-BAR @12" OC, TYP

#5 DOWEL

SEE DETAIL C7

@12" OC , TYP

#5 U-BAR

SEE DETAIL 'C7'

#6 DOWEL

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

E

D

C

B

A

V A

R

IE

S

CONCRETE & PIPE

SEALANT BETWEEN

1/4" THICK ELASTOMERIC

TYP

3" CLR

SEE DETAIL C7

EF, TYP

#6@12" OC

C-104

C-105

CJ

E4

STOP LOG SLOT.

2. PROVIDE 1/2" CHAMFER AT THE EDGE OF

JOINTS, UNLESS OTHERWISE NOTED.

1. PROVIDE WATERSTOP AT ALL CONSTRUCTION

No. 91307

N

ART .H C

U

D

LIVIC

C7

DETAIL

T Y

P

TYP.

SCALE: 1"=1'-0"

WALL

WING

0 0.5' 1'-0"

"4

REBAR

#5 HORIZONTAL

T Y P

C7

7'-0"

SLOT, TYP

STOP LOG

PIPE WATERSTOP

CJ

APP. OSFM #

C-10626-02 014

INLET STRUCTURE

DUC TRAN

KHOI NGUYEN

PLAN, ELEVATION, AND SECTIONS

3/6/2026

C

B

A

$$$ms pltcfg file$$$

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.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:27-FEB-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 ENGINEERING BRANCH

E

D

C

B

A

10"

C L

R

T Y

P

3" CLR

TYP

V A

R

IE

S

E6

SECTION

B4

"=1'-0" 2

1SCALE:

"=1'-0" 2

ELEVATION

RCP

0 1 2

0 1 2

SCALE: 1"=1'-0" 0 0.5 1

FLOW

1'-0"

3"

#5 TYP

CJ

SECTION

SCALE: 1"=1'-0" 0 0.5 1

3"

2"

TY

P

24"

6'-0"

E1

3'-0"

6'-0"

T Y P

EFEW, TYP

#6@12" OC

#6@12" OC , EFEW, TYP

EF, TYP

#5@12" OC

EF, TYP

#6@12" OC

EF, TYP

#5@12" OC

EF, TYP

#5@12" OC

EF, TYP

@12" OC

#6 DOWEL

15'-0"

T Y

P

TYP

6" FILLET,

1'-0"

T Y

P

1'-0"

D5

SECTION

"=1'-0" 2

1SCALE:

0 1 2

AND FINISHED GRADE

LEVEE ORIGINAL GROUND

T Y

P

RCP

15'-0"

TYP

SEE NOTE 1

FLAP GATE,

WALL MOUNTED

CJ

EFEW, TYP

#5@12" OC

EFEW, TYP

#6@12" OC

EF, TYP

#5@12" OC

3" CLR

3" CLR

TYP

6" FILLET,

E4

SECTION

EACH FACE

TOP OF WALL

#5 BAR ALONG

"=1'-0" 2

1SCALE:

0 1 2

3'-0" 2

1'-0"

TYP

EFEW, TYP

#5@12" OC

EFEW, TYP

#6@12" OC

EF, TYP

#5@12" OC

EF, TYP

#6@12" OC

EF, TYP

#5@12" OC

NOTES

SEE DETAIL 'E7'

U-BAR @12" OC, TYP

#5 DOWEL

SEE DETAIL 'E7'

@12" OC , TYP

#5 U-BAR

SEE DETAIL 'E7'

@12" OC, TYP

#5 U-BAR

SEE DETAIL 'E7'

#6 DOWEL

SEE DETAIL 'E7'

@12" OC , TYP

#5 U-BAR

PLAN - OUTLET STRUCTURE

1'-0"

E7

BAR

#6 DOWEL

TYPICAL DETAILS

#5 U-BAR

V A

R

IE

S

REBAR SEE DETAIL 'E7'

FOR PIPE IMPACTED

#6 DOWEL

CONCRETE & PIPE

SEALANT BETWEEN

1/4" THICK ELASTOMERIC

2. PROVIDE 1/2" CHAMFER AT THE EDGE OF THE STOP LOG SLOT.

AS RECOMMENDED BY THE MANUFACTURER.

THE FLAP GATE SHALL BE MOUNTED TO CONCRETE HEADWALL

1. FLAP GATES SHALL BE INSTALLED AT CULVERT OUTLET.

EF, TYP

#6@12" OC

SHOWN FOR CLARITY

FLAP GATE NOT

C-104

C-105

E1

D5

E6 E4

12"TYP

No. 91307

NART .H CUD

LIVIC

C7

DETAIL

T Y

P

TYP.

SCALE: 1"=1'-0"

WALL

WING

0 0.5' 1'-0"

"4

REBAR

#5 HORIZONTAL

T Y P

C7

7'-0"

SLOT, TYP

STOP LOG

PIPE WATERSTOP

C-10726-02 015

APP. OSFM #

FULL PIPE PENETRATION

OUTLET STRUCTURE

PLAN, ELEVATION, SECTIONS & DETAILS

3/6/2026

E

D

C

B

A

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

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ROFESSION

L

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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-FEB-2026

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

SCALE: 1"=10'-0"

N

SITE PLAN - GENERAL PLAN

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

6,563,180

DESCRIPTIONNORTHING EASTINGPT

2,347,321

6,563,2132,347,316

6,563,2532,347,303

6,563,2352,347,265

2,347,279 6,563,2185

6,563,1582,347,294

2,347,296 6,563,2857

6,563,3412,347,292

2,347,248 6,563,3199

6,563,2672,347,254

COORDINATES

CORNER OF STAGING AND TURNAROUND AREA

CORNER OF STAGING AND TURNAROUND AREA

CORNER OF STAGING AND TURNAROUND AREA

CORNER OF STAGING AND TURNAROUND AREA

CORNER OF STAGING AND TURNAROUND AREA

CORNER OF STAGING AND TURNAROUND AREA

CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF TEMPORARY STOCKPILE AREA

CORNER OF TEMPORARY STOCKPILE AREA

0 5 10

N

,3

,3

E 6,563,184 N

,3

,2

E 6,563,184

N

,3

,2

E 6,563,284

NOTES

TO BE PROTECTED.

4. PROVIDE ENVIROMENTAL FENCE AROUND TREES

STAGING AREA, AND EXCAVATION AREA.

3. INSTALL ESA FENCES AROUND THE STOCKPILE AREA,

2. CLEAR THE AREAS FOR TEMPORARY STOCKPILE AND STAGING.

WORK TO ENSURE MINIMAL DISRUPTION TO EXISTING OPERATIONS.

1. COORDINATE SITE ACCESS WITH LAND OWNER BEFORE START OF

(E) OVERHEAD UTILITY LINES

(E) CONCRETE SLAB

(E) CONCRETE BOX

(E) UTILITY LINE

(E) 10" STEEL PIPE

APP. OSFM #

SITE 22924

C-20126-02 016

DUC TRAN

KHOI NGUYEN

INLET STRUCTURE

CONCRETE RISER

SEE DWG C-205

SLOPE PROTECTION,

CONCRETE ROCK

ROADWAY

(E) LEVEE GRAVEL

0.07 ACRE

AND TURNAROUND AREA,

LIMIT OF STAGING

0.06 ACRE

STOCKPILE AREA,

LIMIT OF TEMPORARY

No. 91307

NART .H CUD

LIVIC

Docusign Envelope ID: 70297372-7C3C-4245-9FDE-F86B14C118BC

3/6/2026

DEMOLITION PLAN

SCALE: 1"=10'-0"

N

0 5 10

(E) 10" STEEL PIPE

(E) CONCRETE SLAB

EDGE OF (E) GRAVEL LEVEE ROADWAY

TO BE ABANDONED

(E) CONCRETE SLAB

N

,3

,2

E 6,563,184

N

,3

,3

E 6,563,184

N

,3

,2

E 6,563,284

(E) UTILITY LINE

(E) TREE

PROTECT IN PLACE

TO BE REMOVED

HEAD WALL

(E) INLET

$$$ms pltcfg file$$$

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.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:27-FEB-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 ENGINEERING BRANCH

E

D

C

B

A

REMOVE & REPLACE (E) GATE

REMOVE (E) PIPE UP TO EXCAVATION LIMITS (APPROXIMATE 92 FT)

(E) OVERHEAD UTILITY LINES

(E) 24" CMP

(E) CONCRETE BOX

S A C

R A

M E

N T O R

IV

E R

TO BE REMOVED

(E) RISER

EDGE OF RIVER

APPROX 25FT (NOTE 1)

REMOVE (E) PIPE

NOTES

FACILITY AND OBTAIN ALL NECESSARY PERMITS FOR SUCH DISPOSAL.

3. DISPOSE OF ALL REMOVED MATERIALS AT AN APPROVED OFF-SITE

WITH MINIMAL GROUND DISTURBANCE ALONG THE LEVEE ROAD.

2. THE CONTRACTOR SHALL PERFORM DEMOLITION OPERATIONS

AND REMOVED WITHOUT EXCAVATION.

1. THE EXPOSED PORTION OF EXISTING 24" CMP SHALL BE CUT

No. 91307

N

ART .H C

U

D

LIVIC

ABANDONED PIPE FILL

APPROXIMATE 55 FT

C-20226-02 017

SITE 22924

PLAN

REPLACEMENT DEFERRED

DEMOLITION

MAINTENANCE PROGRAM (DMP)

DUC TRAN

KHOI NGUYEN

0 5 10

NOTES

6,563,332

DESCRIPTIONNORTHING EASTINGPT

2,347,334

6,563,3452,347,317

6,563,3822,347,310

6,563,3792,347,294

EXCAVATION COORDINATES

(E) LEVEE GRAVEL ROADWAY

N 2,347,300

E

,5

,4

N 2,347,300

E

,5

,2

(E) CONCRETE SLAB

(E) CONCRETE BOX WALL

(E) 10" STEEL PIPE

POWERLINE OVERHEAD

ABANDONED IN PLACE (E) PIPE

6,563,2192,347,3275

6,563,2222,347,3426

CORNER OF SHORING EXCAVATION

CORNER OF SHORING EXCAVATION

CORNER OF SHORING EXCAVATION

CORNER OF BENCH FOR OPEN CUT EXCAVATION

N

TURNAROUND RAMP,

APPROXIMATE LIMIT OF

(E) TREE

PROTECT IN PLACE

(E) TREE

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

1 2 3 4 5 6 7

VI= DesignScript24x36.PEN

DESIGNED:

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

PLAN

SCALE: 1" = 10'-0"

E

D

C

B

A

AND STOCKPILE AREA

TEMPORARY STAGING AREA

APPROXIMATE LIMIT OF

BE REMOVED AND REPLACED.

ROADWAY WITHIN THE EXCAVATION LIMIT SHALL

4. EXISTING AGGREGATE BASE OF LEVEE GRAVEL

TREES TO BE PROTECTED.

3. PROVIDE ENVIRONMENTAL FENCE AROUND

EXCAVATION AREA.

STOCKPILE AREA, STAGING AREA, AND

2. INSTALL ESA FENCES AROUND THE

BEGIN…