24-13_-_Drawings.pdf

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AREA MAP

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DAVIS

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101A

SITE 545

SITE 549

YOLO COUNTY

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DATE

DESCRIPTION

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 #

OROVILLE FIELD DIVISION

FRESNO

AQUEDUCT

BERNARDINO

SAN

FRANCISCO

SAN

SACRAMENTO

LOS ANGELES

LOCATION MAP

SAN DIEGOE

E

C A L

IF

O R N

IA

OROVILLE FIELD DIVISION

DIVISION

SOUTHERN FIELD

SAN JOAQUIN FIELD DIVISION

SAN LUIS FIELD DIVISION

DELTA FIELD DIVISION

COASTAL BRANCH

AREA

PROJECT

WATERWAY

WILLOW SLOUGH BYPASS

WILLOW SLOUGH BYPASS

SITE LOCAL MAINTAINING AGENCY

DWR SACRAMENTO YARD ST 12

DWR SACRAMENTO YARD ST 12

LEVEE UNIT

UNIT 2

UNIT 2

LEVEE MILE (LM)

LM 4.29

LM 5.40

STATE PLAN OF FLOOD CONTROL FACILITIES

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

SPECIFICATION NO.

SPEC. NO. SHEET NO. DRAWING NO.

APPROVED: DATE:

MANAGER, DESIGN

G-10100124-13

DIVISION OF FLOOD MANAGEMENTDIVISION OF FLOOD MANAGEMENT

FULL PIPE PENETRATION REPLACEMENTFULL PIPE PENETRATION REPLACEMENT

DEFERRED MAINTENANCE PROGRAMDEFERRED MAINTENANCE PROGRAM

DAVIS - SITES 545 AND 549

24-13

G-101001

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

12/4/2024

$$$ms pltcfg file$$$

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= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

DRAWING TITLE

NO.

SHEET

NO.

DRAWING

LIST OF DRAWINGS

GENERAL

LIST OF DRAWINGS

CONCRETE NOTES AND STANDARD DETAILS

C-101

C-102

C-201

C-202

G-101

G-102

G-103

SITE 545 & 549 - CULVERT INLET STRUCTURE - PLAN, ELEVATION, AND SECTIONS

STEEL LADDER DETAIL - VIEWS, SECTION, AND DETAILS

G-104004

C-103

C-104

C-205

C-206

C-203

C-204

RISER UNIT DETAILS - PLANS, SECTIONS, AND DETAILS

RISER COVER - PLAN, SECTIONS, AND DETAILS

MISCELLANEOUS STRUCTURES

SITE 545 - CULVERT REMOVE AND REPLACE - PROFILE AND SECTIONS

SITE 545 - EXISTING CONDITION - PLAN

SITE 549 - EXISTING CONDITION- PLAN

SITE 545

SITE 549

SITE 545 & 549 - CULVERT OUTLET STRUCTURE - PLAN, ELEVATION, SECTIONS, & DETAILS

SITE 549 - CULVERT REMOVE AND REPLACE - PROFILE AND SECTIONS

C-303

C-301

C-302

TITLE SHEET, LOCATION MAP AND AREA MAP

005 SITE 545 & 549 - SURVEY CONTROL

SURVEY / MAPPING

V-101

VI=

E

D

C

B

A

SITE 545 - FINISHED CONDITION- PLAN

SITE 549 - EXCAVATION - PLAN

SITE 545 - EXCAVATION - PLAN

SITE 549 - FINISHED CONDITION - PLAN

ABBREVIATIONS

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

APP. OSFM #

G-10200224-13

STATE WATER FACILITIES

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

LIST OF DRAWINGS

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

D

C

B

A

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

COATING COATING

EPOXY

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

ND

2 PLACEMENT

WALL

SLAB

TO VIEW

SURFACES EXPOSED

JOINT AT ALL WALL

1" STRIP FOR STRAIGHT

REQUIRED

FORM SPREADER

M A

X

COLUMN

FORM

SOFFIT

BEAM

BEFORE BEAM PLACEMENT

" CLEATS TO BE REMOVED2

d

BAR2

MAX. 1

SPACING

SHOWN ON DRAWINGS

ADDITIONAL BARS AS

SLAB OPENINGS

RECESS

CONST. JOINT

HORIZONTAL

TIE ROD

2 PLACEMENT

ST

1 PLACEMENT

NDST

1 PLACEMENT

WALL

FORMS IN PLACE

M A

X

" 4 h d d h

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

CJ

CLASS B

SPLICE

WALL INTERSECTIONS

WALLS TO 24"

** STANDARD HOOK

** 4

/ 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.

WALLS OVER 24" AND MASS CONCRETE

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

SHALL 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

CONSTRUCTION FORMS - SUCCESSIVE LIFTS

WATERSTOPS

WALLS WITH

CLASS B SPLICE

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

bd bd hd

#10

#11

COATING

EPOXYNONE

HOOKED BARS

NONE NONE EPOXY

WILL NOT FIT.

WHERE SPLICE LENGTH

ADD STANDARD HOOK

BAR SPACINGS2

SPREAD 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

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,

DEVELOPMENT AND SPLICING NOTES

CLASS B SPLICE

REINF.

CONTINUOUS

STANDARD CONCRETE NOTES

EXPOSED TO VIEW

AT ALL WALL SURFACES

1" STRIP FOR STRAIGHT JOINT

bd( )

BAR SIZE

#4

#5

#6

#7

#8

#9 104

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

THAN 2-

6. OUTSIDE CORNERS SHALL HAVE A

3" MINIMUM

SPACING BETWEEN REINFORCEMENT > 2* .

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

4000 PSI AT 28 DAYS.

COMPRESSIVE STRENGTH SHALL BE

SHOWN OR STATED, CONCRETE

1. UNLESS OTHERWISE SPECIFICALLY

ASTM DESIGNATION: A615 DEFORMED.

2. REINFORCING SHALL BE GRADE 60

SUBJECT TO THE APPROVAL OF THE ENGINEER.

THE DRAWING MAY BE REVISED

3. CONSTRUCTION JOINTS SHOWN ON

JOINTS SEE DRAWINGS AND DETAILS.

PREPARATION. FOR LOCATION AND TYPE OF

REQUIREMENTS AND CONSTRUCTION JOINT

4. SEE SPECIFICATIONS FOR CONCRETE PLACING

PLACING THE CONCRETE.

SHALL BE APPROVED BY THE ENGINEER BEFORE

5. STRUCTURAL ADEQUACY OF THE FOUNDATION

" CHAMFER UNLESS OTHERWISE NOTED.

FASTENED IN POSITION BEFORE PLACING CONCRETE.

IN CONCRETE SHALL BE SECURELY

MISCELLANEOUS ITEMS TO BE EMBEDDED

7. ANCHOR BOLTS, DOWELS AND OTHER

SHALL BE COATED PER SPEC. 09970.

PENETRATION THROUGH VAULT WALLS

8. ALL REBAR PASSING WITHIN 24" OF A PIPE

THEM.

MORE THAN 12" OF FRESH CONCRETE CAST BENEATH

5.1 "TOP BARS" ARE HORIZONTAL BARS PLACED SO THAT

AND CLEAR

5.2 TABULATED VALUES ASSUME CONCRETE COVER >

PLANE OF HOOK) NOT LESS

TENSION. FOR HOOKS WITH SIDE COVER (NORMAL TO

5.3 HOOK = DEVELOPMENT OF STANDARD HOOKS IN

", AND FOR 90-

CAN BE REDUCED 30% FROM THOSE LISTED IN TABLE 5.

BEYOND HOOK NOT LESS THAN 2", HOOK LENGTHS

DEGREE HOOK WITH COVER ON BAR EXTENSION

G-10324-13 003

DUC TRAN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

REPLACEMENT

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

CONCRETE NOTES

AND STANDARD DETAILS

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

B

C

COLS. ------------ COLUMNS

D

E

ELEV. OR EL. ---- ELEVATION

(REINFORCEMENT DRAWINGS)

FL. OR FLR. ----- FLOOR

G

H

IN. ------------- INCHES

INC. ------------ INCLUDING

INV. ------------ INVERT

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

J

JT. ------------- JOINT

L

LBS. ------------ POUNDS

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

L OR LGTH. ------ LENGTH

L.P. ------------ LOW POINT

M

MATL. ----------- MATERIAL

MAX. ------------ MAXIMUM

MECH. ----------- MECHANICAL

MET. ------------ METAL

MFR. ------------ MANUFACTURER

MIN. ------------ MINIMUM

M.B.G.R. -------- METAL BEAM GUARD RAILING

N

NO. ------------- NUMBER

N.F. ------------ NEAR FACE

O

OPG. ------------ OPENING

OPP. ------------ OPPOSITE

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

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

O.G. ------------ ORIGINAL GROUND

P

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

P.O.T. --------- POINT ON TANGENT

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

R

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

RAD. ------------ RADIUS

RD. ------------- ROAD

REF. ------------ REFERENCE

REINF. ---------- REINFORCEMENT

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

RT. ------------- RIGHT

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

S

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

SP. ------------- SPACES

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

SQ. ------------- SQUARE

S.STL OR S.S. --- 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

W.W.F. ---------- WELDED WIRE FABRIC

W.S.P. ----------- WELDED STEEL PIPE

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

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

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

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

P.I. ------------- POINT OF INTERSECTION

PT. ------------- POINT

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

C.J. ---------------- CONSTRUCTION JOINT

CL. OR CLR. ---- CLEAR

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

DN. ------------------ DOWN

DIM. ----------------- DIMENSION

D OR DIA. --------- DIAMETER

DET. ----------------- DETAIL

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

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

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

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

V.C. -------------- VERTICAL CURVE

V.P.I. ------------ VERTICAL POINT OF INTERSECTION

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

BOT. --------------- BOTTOM

BRG. --------------- BEARING

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

B.C. ----------------- BEGIN CURVE

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

B.O.L. ------------- BEGINNING OF LINE

B.P. ---------------- BASE PLATE

B.V.C. ------------- BEGIN VERTICAL CURVE

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

CONC. ------------ CONCRETE

CONT. ------------ CONTINUOUS

CSK. -------------- COUNTERSUNK

C.C. --------------- CENTER TO CENTER

EA. ------------------ EACH

EQ. ----------------- EQUAL

EQUIP. ------------ EQUIPMENT

EQUIV. ------------ EQUIVALENT

EXIST. ------------ EXISTING

EXP. --------------- EXPANSION

E.C. --------------- END CURVE

E.F. --------------- EACH FACE (REINFORCEMENT DRAWINGS)

E.F.E.W. ---------- EACH FACE EACH WAY

E.O.L. ------------- END OF LINE

E.P. ---------------- EDGE OF PAVEMENT

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

E.V.C. ------------- END VERTICAL CURVE

E.W. --------------- EACH WAY (REINFORCEMENT DRAWINGS)

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

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

FIN. ---------------- FINISHED

FT. ----------------- FEET

F.B. ---------------- FLAT BAR

F.G. ---------------- FINISHED GRADE

F.H. ---------------- FLAT HEAD

F.H.M.S. ---------- FLAT HEAD MACHINE SCREW

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

GA. ---------------- GAGE

GALV. ------------- GALVANIZED

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

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

HD. ---------------- HEAD

HEX. -------------- HEXAGON

HT. ---------------- HEIGHT

HOR. ------------- HORIZONTAL

H.R. --------------- HANDRAIL

H.P. --------------- HIGH POINT

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

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

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

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

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

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

DIV ------------------ DIVISION

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

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

PROG ---------- PROGRAM

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

PLOT DATE:12/3/2024

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

E

D

C

B

A

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

APPROVAL RECOMMENDED: DATE:

DATE:APPROVED:

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

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

G-10424-13 004

APP. OSFM #

DUC TRAN

KHOI NGUYEN

ABBREVIATIONS

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

900 901

METAL PIPE

EXISTING 24" CORRUGATED

900 901

CORRUGATED METAL PIPE

EXISTING 24"

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

SURVEY CONTROL POINT TABLE

A1

SURVEY CONTROL SHEET

0 250

SITE 545

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

UNITS ARE IN U.S. SURVEY FOOT.

CGPS EPOCH 2022.50 ELLIPSOID HEIGHTS.

AS DERIVED FROM APPLYING GEOID18 TO NAD83(2011) CSRC

THE NORTH AMERICAN VERTICAL DATUM OF 1988, NAVD88,

THE ELEVATIONS ESTABLISHED IN THIS SURVEY ARE BASED ON

REPORT

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.09 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 0.999955164.

SHOWN HEREON ARE GRID, TO CONVERT TO GROUND

COMPONENTS OF THIS CONTROL NETWORK. DISTANCES

WHICH WERE CONSTRAINED AS SHOWN TO ESTABLISH THE

CGPS POINTS LISTED IN THE SURVEY CONTROL REPORT,

FOOT.COORDINATES SHOWN ARE BASED ON THE FIVE CSRC

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

CGPS SECTOR EPOCH 2022.50, CALIFORNIA STATE PLANE

THE NORTH AMERICAN DATUM 1983, NAD83(2011) CSRC

COORDINATES, BEARINGS AND DISTANCES ARE BASED ON

YOLO COUNTY

T. 9 N., R. 3 E., M.D.B.M.

31 & 32

PORTIONS OF SECTIONS

WILLOW SLOUGH

AND § 8890-8902 HEIGHTS.

GEODETIC DATUMS, § 8870- 8880 GEODETIC COORDINATES,

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

ACT), AND THE CALIFORNIA PUBLIC RESOURCES

BUSINESS AND PROFESSIONS CODE §8700-8805 (LAND SURVEYORS'

ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION IN

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES WERE

BPC 8726 (b)

TOPOGRAPHIC PRODUCTION JUSTIN LAMBERT, PLS 9046

FIELD SURVEYING TIMOTHY CASE, PLS 7507

PROFESSIONAL LAND SURVEYORS ACT.

IN CONFORMANCE WITH THE REQUIREMENTS OF THE

RESOURCES IN OCTOBER, 2022 UNDER MY RESPONSIBLE CHARGE

BY PSOMAS UNDER CONTRACT WITH THE DEPARTMENT OF WATER

WATER RESOURCES. FIELD DATA WAS ADJUSTED AND PROCESSED

TOPOGRAPHIC SURVEY PERFORMED BY THE DEPARTMENT OF

THESE PLANS CORRECTLY REPRESENTS A SUPPLEMENTAL FIELD

AERIAL IMAGERY STATEMENT

WATER RESOURCES.

JANUARY, 2015 AND WAS PROVIDED BY CA DEPARTMENT OF

IMAGERY SHOWN HEREON IS FROM AERIAL PHOTOGRAPHY DATED

CR 29

CR 29

CR 28H

CR 105

CR 28H

SITE 545 SITE 549

SITE 549

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, SECTION

No. 8627

SQUELLATI

ANTHONY M.

P.L.S. 7507

P.L.S. 9355

P.L.S. 8627

P.L.S. 8627

MANAGER, GEOMATICS BRANCH, P.L.S. No. 5816

S T

A

TE

OF CALIF

ORN

IA

R O

YE

VR

US

DNAL LANOISSEF

O R

P

E

D

C

B

A

VI=

D E

P A

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M

E N T

OF WATER R

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O U

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S T

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OF CALIF

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N

IA

N

SCALE: 1" = 500'

V-10124-13 005

APP. OSFM #

SITE 545 & 549

ANTHONY M. SQUELATTI

TIMOTHY R. CASE

MATTHEW VANDER DUSSEN

SURVEY CONTROL

NOT APPLICABLE

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

SITE PLAN - EXISTING CONDITION

0 10 20SCALE: 1"=20'-0"

N

EDGE OF EXISTING LEVEE ROAD

LEVEE ROAD WAY

EDGE OF EXISTING

N 1,976,632

E ,6

,0

N 1,976,629

E ,6

,8

N 1,976,732

E ,6

,0

UTILITY LINE

EXISTING OVERHEAD

EXISTING BURIED UTILITY LINE

CR 29

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

PLOT DATE:12/3/2024

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

E

D

C

B

A

VI=

DATE:APPROVED:

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TO BE REMOVED

EXISTING CONCRETE SLAB

TO BE REMOVED

AND FLAP GATE

HEADWALL

EXISTING OUTLET

TO BE REMOVED

EXISTING 6' X 6' CONCRETE SLAB

DEBRIS TO BE REMOVED

EXISTING CONCRETE

TO BE REMOVED

EXISTING 24" CMP

CENTERLINE

TO BE REMOVED

HEADWALL

EXISTING

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

C-10124-13 006

APP. OSFM #

DUC TRAN

KHOI NGUYEN

SITE 545

PLAN

EXISTING CONDITION

12/3/2024

PLAN

SCALE: 1" = 10'-0"

0 5 10

EXISTING GRAVEL ROAD

LIMIT OF EXCAVATION 1

:1

:1

NOTES

N 1,976,700

E ,6 ,9

N 1,976,700

E ,6 ,0

N 1,976,600

E ,6 ,0

N 1,976,600

E ,6 ,9

'-6

6,652,960

DESCRIPTIONNORTHING EASTINGPT

1,976,576

6,652,9581,976,740

6,652,9721,976,740

6,652,9741,976,577

EXCAVATION COORDINATES

6,652,852

DESCRIPTIONNORTHING EASTINGPT

1,976,693

6,652,8521,976,728

6,652,9411,976,721

6,652,9411,976,693

TURNAROUND AND TEMPORARY STOCKPILE AREAS COORDINATES

TEMPORARY STOCKPILE AREA

TEMPORARY STOCKPILE AREA

TEMPORARY STOCKPILE AREA

TEMPORARY STOCKPILE AREA

6,652,9841,976,693

1,976,720

6,653,0661,976,729

6,653,0661,976,693

TURNAROUND AREA

TURNAROUND AREA

TURNAROUND AREA

TURNAROUND AREA

6,652,984

SEAL SAWCUT

LIMIT OF CHIP

SEAL SAWCUT

LIMIT OF CHIP

EXISTING CHIPSEAL ROAD

CORNER OF EXCAVATION

CORNER OF EXCAVATION

CORNER OF EXCAVATION

CORNER OF EXCAVATION

UTILITY LINE

OVERHEAD

EXISTING

N

EXISTING BURIED UTILITY LINE

CR 29

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

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IN

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A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

PLOT DATE:12/3/2024

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

APPROX. 18'-6", TYP.

E

D

C

B

A

VI=

DATE:APPROVED:

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

SEE NOTE 2

AND STAGING AREA

TEMPORARY STOCKPILE

APPROXIMATE LIMIT OF

CONCRETE SLAB

EXISTING

24" CMP PIPE

EXISTING

CONCRETE RIPRAP

HEADWALL, SLAB, AND

EXISTING OUTLET

SEE NOTE 2

AND TURNAROUND RAMP

TEMPORARY STOCKPILE AREA

APPROXIMATE LIMIT OF

HEADWALL

EXISTING INLET

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

BE UNFENCED TO ALLOW VEHICLE ACCESS.

STOCKPILE/STAGING AREAS; UPHILL SIDE CAN

EXCAVATIONS, AND BOTH "ENDS" OF THE

STOCKPILE/TURNAROUND AREAS, ALL

DOWNHILL SIDE OF THE

2. SILT FENCING SHOULD BE INSTALLED ON THE

LIMITS COUNTY ROAD 29.

OF PUBLIC WORKS FOR WORK WITHIN THE

PERMIT FROM COUNTY OF YOLO DEPARTMENT

1. CONTRACTOR SHALL OBTAIN ENCROACHMENT

C-10224-13 007

APP. OSFM #

DUC TRAN

KHOI NGUYEN

SITE 545

EXCAVATION

12/3/2024

0 5 10

NEW FLAP GATE

P O

B S

T A . 1

.0

11+00

P O

E S

T A . 1

.0

SITE PLAN - FINISHED CONDITION

SCALE: 1" = 10'-0"

N 1,976,577

E ,6

,9

6,652,967

NORTHING EASTING

6,652,9651,976,733

NEW PIPE COORDINATES

1,976,577

SEE DWG. C-104

PIPE TRENCH

SEE DWG. C-301

WITH SLIDE GATE

CONCRETE RISER

SEE DWG. C-205

INLET STRUCTURE

SEE DWG. C-206

OUTLET STRUCTURE

NTS

GROUND SURFACE

ORIGINAL DITCH

6" THICK, TYP.

DESCRIPTIONPOINT

CENTER LINE OF PIPE AT STA 10+00.001

CENTER LINE OF PIPE AT STA 11+57.00

UTILITY LINE

EXISTING OVERHEAD

N

EXISTING BURIED UTILITY LINE

10'-0"

A P P

R O

X

(CR 29)

LEVEE ROADWAY

EDGE OF EXISTING

NEW SLIDE GATE

SEE DWG. C-104

18" ROCK SLOPE PROTECTION,

SEE DWG. C-301

BOLLARD,

SEE DWG C-104

CONCRETE ENCASEMENT,

SEE DWG. C-104

NEW 24" RCP,

CENTER LINE

NTS

SECTION A

APPROXIMATE EL 30

(E) LEVEE CROWN

FINISHED GRADE

3:1

ORIGINAL GROUND

EL 24

3:1

TYP

SEE DWG. C-104

EMBANKMENT

COMPACTED LEVEE

SEE DWG. C-104

EMBANKMENT

COMPACTED LEVEE

CONCRETE TRANSITION SLAB 10:1, TYP

10:1 SLOPE

CONCRETE TRANSITION SLAB

SECTION

GRAVEL ROAD

EDGE OF EXISTING

E

D

C

B

A

$$$ms pltcfg file$$$

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

PLOT DATE:12/3/2024

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

APPROVAL RECOMMENDED: DATE:

DATE:

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

DATE:

DATE:APPROVED:

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

10:1 SLOPE

CONCRETE TRANSITION SLAB

10+37

SEE DWG. C-205

INLET STRUCTURE

SEE DWG. C-104

NEW 24" RCP,

CENTER LINE

LEVEE ROADWAY

CENTER LINE OF EXISTING

GRAVEL ROAD

CENTER LINE OF EXISTING

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

C-103

STATE WATER FACILITIES

SITE 545

24-13

REPLACEMENT

FINISHED CONDITION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

DUC TRAN

KHOI NGUYEN

7'-6 "

12/3/2024

10+00 11+00 12+00

STATION

14'-0"

ELEV. 16.48'

ELEV. 16.50'

6'-0"

WITH NEW 24" RCP

REPLACE EXISTING CMP

14'-0" 12'-0"

26'-0"

SEE A5

CLSM BACKFILL, TYP.

SEE DWG. C-301

CONCRETE RISER

AND FINISHED GRADE

ORIGINAL GROUND

FINISHED GRADE

A5

ELEV. 31.0'

PIPE INVERT ELEV. 17.73'

40 40

A2

SEE DWG. C-206

OUTLET STRUCTURE

3:1

TOP OF WALL, ELEV. 22.98'

ELEV. 22.0'

TOP OF WALL

ELEVATION 17.75'

PIPE INVERT

SEE DWG. C-205

INLET STRUCTURE

SEE NOTE 1

CONCRETE ENCASEMENT,

11+57

EMBANKMENT, TYP

COMPACTED LEVEE

BURIED UTILITY

EXISTING

BURIED UTILITY

EXISTING

10+23 10+49

CONCRETE ENCASEMENT

10+37

A5

SECTION

BENCH, TYP.

NTS

5'-0"

LIMIT OF EXCAVATION, TYP.

E EE E E E

E EE E E E

E E E

E E E

E E

E E

E E

E

E

E

E

E

E

E

E E

E

E

E

E

E

SCALE 1"=1'

PIPE O.D. 1'-0"1'-0"

#5 @ 12", TYP.

#5 @ 12", TYP.

P

IP

E O .D

4 SIDES

#6 @ 12" E.F.

TYP.

3" CLR.

1.50

2" CLR.

TYP.

CONCRETE ENCASEMENT

O

2" C

LR

A2

V A

R

IE

S O

D

OD+2'

LEGEND

CLSM

CULVERT PROFILE

SCALE: 1" = 10' 0 5 10

CONCRETE ENCASEMENT

NEW RCP

LC ROADLC ROAD

NOTES

SEE NOTE 4

BASE TYPICAL,

18"-20" AGGREGATE

& FINISHED GRADE

ORIGINAL GROUND

SEE NOTE 3

LIMIT OF SAWCUT,

LIMIT OF EXCAVATION, TYP.

PROTECTION

18" THICK ROCK SLOPE

FILTER MATERIALS

6" THICK GRAVEL

1 FT MIN

CHIP SEAL

BASE

AGGREGATE

LEVEE EMBANKMENT

COMPACTED

TYP.

LEVEE EMBANKMENT,

COMPACTED

EXISTING CHIP SEAL

REMOVE AND REPLACE

CLSM BACKFILL

PREPROJECT CONDITION.

STOCKPILE AREA, AND RESTORE TO THE

REMOVED, STOCKPILE AT THE TEMPORARY

4. EXISTING AGGREGATE BASE SHALL BE

3. SAW CUT 1 FT "T" CUT DEEP MINIMUM.

BASE THICKNESS.

ROADWAY. FIELD VERIFY EXISTING AGGREGATE

2. REPAIR CHIP SEAL TO MATCH EXISTING

JOINTS.

1. PROVIDE CONCRETE ENCASEMENT AT ALL PIPE

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TYP

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

C-10400924-13

DUC TRAN

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

KHOI NGUYEN

KHOI NGUYEN

VU THAI

SITE 545

PROFILE AND SECTIONS

CULVERT REMOVE AND REPLACE

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

SITE PLAN - EXISTING CONDITION

SCALE: 1"=10'-0"

N

0 5 10

LEVEE ROADWAY

EDGE OF EXISTING

N 1,976,586

E ,6 ,8

E ,6 ,7

N 1,976,586

E ,6 ,8

N 1,976,686

NOTES

EXISTING BURIED UTILITY LINE

EXISTING BURIED UTILITY LINE

TO BE REMOVED

WITH SLUICE GATE

EXISTING HEADWALL

TO BE REMOVED

WITH FLAP GATE

EXISTING OUTLET STRUCTURE

TO BE REMOVED

EXISTING CONCRETE SLAB

SEE NOTE 1

TO BE REMOVED,

EXISTING 24" DIA. CMP

CENTERLINE

APPROXIMATE 20'-0" LONG

EXISTING 24" DIA PVC PIPE

OF THE EXISTING PVC PIPE.

1. CONTRACTOR SHALL FIELD VERIFY THE LENGTH

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

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

C-20101024-13

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

PLAN

EXISTING CONDITION

SITE 549

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

PLAN

SCALE: 1" = 10'-0"

NOTES

6,658,818

DESCRIPTIONNORTHING EASTINGPT

1,976,589

6,658,8221,976,765

6,658,8371,976,765

6,658,8321,976,588

EXCAVATION COORDINATES

LIMIT OF EXCAVATION

EXISTING GRAVEL ROAD

N 1,976,600

E ,6 ,8

N 1,976,800

E ,6 ,8

N 1,976,600

E ,6 ,9

:1

:1

'-6

F

T B

E N

C H T

Y P

6,658,716

DESCRIPTIONNORTHING EASTINGPT

1,976,709

6,658,7161,976,746

6,658,8021,976,746

6,658,8021,976,709

TURNAROUND AND TEMPORARY STOCKPILE AREAS COORDINATES

TEMPORARY STOCKPILE AREA

TEMPORARY STOCKPILE AREA

TEMPORARY STOCKPILE AREA

TEMPORARY STOCKPILE AREA

6,658,8491,976,711

6,658,8491,976,747

6,658,9331,976,747

6,658,9331,976,711

TURNAROUND AREA

TURNAROUND AREA

TURNAROUND AREA

TURNAROUND AREA

CORNER OF EXCAVATION

CORNER OF EXCAVATION

CORNER OF EXCAVATION

CORNER OF EXCAVATION

N

HEADWALL AND SLUICE GATE

EXISTING INLET

AND CMP PIPE

EXISTING 24" PVC

AND FLAP GATE

WINGWALLS,

EXISTING HEADWALL,

SEE NOTE 1

AND STAGING AREA

TEMPORARY STOCKPILE

APPROXIMATE LIMIT OF

SEE NOTE 1

AND TURNAROUND RAMP,

TEMPORARY STOCKPILE AREA

APPROXIMATE LIMIT OF

E

D

C

B

A

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

NOTES

EXISTING BURIED UTILITY LINE

EXISTING BURIED UTILITY LINE

MANAGER, CIVIL II SECTION

MANAGER, CIVIL ENGINEERING BRANCH

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

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

VEHICLE ACCESS.

UPHILL SIDE CAN BE UNFENCED TO ALLOW

BOTH ENDS OF THE STOCKPILE/STAGING AREAS;

TURNAROUND AREAS, ALL EXCAVATIONS, AND

DOWNHILL SIDE OF THE STOCKPILE /

1. SILT FENCING SHOULD BE INSTALLED ON THE

C-20224-13 011

APP. OSFM #

DUC TRAN

KHOI NGUYEN

SITE 549

EXCAVATION

12/3/2024

NEW FLAP GATE

P O

B S

T A . 1

.0

P O

E S

T A . 1

.4

SITE PLAN - FINISHED CONDITION

SCALE: 1" = 10'-0"

SEE DWG. C -205

INLET STRUCTURE

SEE DWG. C-204

PIPE TRENCH

SEE DWG. C-301

WITH NEW SLIDE GATE

CONCRETE RISER

SEE DWG. C-206

OUTLET STRUCTURE

A

C-101

6,658,825

NORTHING EASTING

6,658,8301,976,765

NEW PIPE COORDINATES

1,976,589

DESCRIPTIONPOINT

CENTER LINE OF PIPE AT STA 10+00.001

CENTER LINE OF PIPE AT STA 11+76.472

LEVEE ROAD WAY

EDGE OF EXISTING

N

EXISTING BURIED UTILITY LINE

EXISTING BURIED UTILITY LINE

NEW SLIDE GATE

LEVEE EMBANKMENT, TYP.

LIMIT OF COMPACTED

EMBANKMENT, TYP.

COMPACTED LEVEE

SEE DWG C-204

NEW 24" RCP

CENTER LINE SEE DWG. C-301

BOLLARD TYP,10:1 SLOPE

CONCRETE TRANSITION SLAB

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

3'

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

LEVEE ROADWAY

CENTERLINE OF EXISTING

D E

P A

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M

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OF WATER R

E S

O U

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S T

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OF CALIF

O R

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C-20301224-13

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

PLAN

FINISHED CONDITION

SITE 549

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

11'-0"

FINISHED GRADE

ELEV. 31.0'

ELEV. 18.73'

TOP OF HEADWALL

WITH NEW 24" RCP

REPLACE EXISTING CMP

ELEV. 14.48'

PIPE INVERT

PIPE INVERT ELEV. 14.22'

ELEV. 12.97'

9+80 10+00 11+00 12+00 12+2011+77

3:1

SEE DWG. C-301

CONCRETE RISER

11'-0" 10'-0"

21'-0"

6'-0"

AND FINISHED GRADE

ORIGINAL GROUND

ELEV. 19.47'

TOP OF HEADWALL

12+00

SEE DWG. C-206

OUTLET STRUCTURE

SEE NOTE 1

CONCRETE ENCASEMENT

SEE DWG. C-205

INLET STRUCTURE

EMBANKMENT, TYP.

COMPACTED LEVEESEE A5

CLSM BACKFILL, TYP.

UTILITY

EXISTING BURIED

10+50

CONCRETE ENCASEMENT

ELEV. 13.23'

CULVERT PROFILE

SCALE: 1" = 10' 0 5 10

A2A2 A5

LC ROADLC ROAD

A5

SECTION

BENCH, TYP.

NTS

5'-0"

LIMIT OF EXCAVATION, TYP.

& FINISHED GRADE

ORIGINAL GROUND

E EE E E E

E EE E E E

E E E

E E E

E E

E E

E E

E

E

E

E

E

E

E

E E

E

E

E

E

E

SCALE 1"=1'

PIPE O.D. 1'-0"1'-0"

#5 @ 12", Typ.

#5 @ 12", Typ.

P

IP

E O .D

4 SIDES

#6 @ 12" E.F.

TYP.

3" CLR.

1.50

2" CLR.

TYP.

CONCRETE ENCASEMENT

O

2" C

LR

A2

V A

R

IE

S O

D

OD+2'

LEGEND

CLSM

CLSM

CONCRETE ENCASEMENT

NEW RCP

NOTES

LIMIT OF EXCAVATION, TYP.

SEE NOTE 2

SHOWN FOR CLARITY,

AGGREGATE BASE NOT

SEE NOTE 1

PIPE JOINT, TYP.

TYP

LEVEE EMBANKMENT,

COMPACTED

LEVEE EMBANKMENT

COMPACTED

PREPROJECT CONDITION.

STOCKPILE AREA, AND RESTORE TO THE

REMOVED, STOCKPILE AT THE TEMPORARY

2. EXISTING AGGREGATE BASE SHALL BE

JOINTS.

1. PROVIDE CONCRETE ENCASEMENT AT ALL PIPE

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DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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

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B

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VI=

V U

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No. 60133

Exp. 6-30-26

CIVIL

D E

P A

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OF WATER R

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O U

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S T

A T E

OF CALIF

O R

N

C-20401324-13

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

PROFILE AND SECTIONS

CULVERT REMOVE AND REPLACE

SITE 549

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

A5

"=1'-0" 2

SCALE:

C5 "=1'-0" 2

SCALE:

ELEVATION

TYP.

6" FILLET,

1'-0"

CJ

T Y P

1'-0"

A2

#5 TYP.

CJ

SECTION

FLOW

0 1 2

0 1 2

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

A5

SECTION

0 1 2"=1'-0" 2

SCALE:

RCP

1'-0"

3"

3"

2"

TY

P

24"

3'-0"

3'-0"

24"

TYP.

E.F.E.W., TYP.

#5@12" O.C.

#6@12" O.C. , E.F.E.W., TYP.

E.F.E.W., TYP.

#6@12" O.C.

E.F., TYP.

#5@12" O.C.

E.F., TYP.

#5@12" O.C.

3" CLR

7'-0"

3'-0"

@12" O.C., TYP.

#5 U-BAR

E.F., TYP.

#6 @ 12" O.C.

2"

ON WALL, TYP.

@12" O.C.

#5 U-BAR

24" RCP

#6@12" O.C. E.F., TYP.

AND FINISHED GRADE

ORIGINAL GROUND

NOTES

10'-0"

10'-0"

C-104 & C-204)

(SEE ELEV IN

PIPE INVERT

C

L R

24 " RCP SEE DETAIL 'C7'

@12" O.C., TYP.

#5 U-BAR

PLAN - INLET STRUCTURE

CONCRETE & PIPE

SEALANT BETWEEN

1/4" THICK ELASTOMERIC

FOR CLARITY

NOT SHOWN

SLIDE GATE

SEE DETAIL 'C7'

FOR PIPE IMPACTED REBAR,

#6 DOWEL, TYP.

3" CLR

RECOMMENDATION.

ACCORDANCE WITH THE MANUFACTURER'S

INLET STRUCTURE. INSTALLATION SHALL BE IN

2. FURNISH AND INSTALL SLIDE GATE AT THE

WITH RCP.

1. EXISTING CMP CULVERTS SHALL BE REPLACED

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APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

1'-0"

C7

BAR

#6 DOWEL

DETAILS

#5 U-BAR

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

TYP.

EACH SIDE OF PIPE.

LAP 43" SPLICE

#6 @ 12" O.C. WITH

NTS

S E E A

V A

R

IE

S

D E

P A

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M

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OF WATER R

E S

O U

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E S

S T

A T E

OF CALIF

O R

N

C-20501424-13

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

PLAN, ELEVATION, AND SECTIONS

CULVERT INLET STRUCTURE

SITE 545 & 549

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

B5

10"

C

L R

T Y P

3" CLR

TYP.

V A

R

IE

S

A6

SECTION

C5

"=1'-0" 2

SCALE:

"=1'-0" 2

SCALE:

ELEVATION

A1

A4

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"

3'-0"

12'-6"

6'-0"

T Y P

E.F.E.W., TYP.

#6@12" O.C.

#6@12" O.C. , E.F.E.W., TYP.

E.F., TYP.

#5@12" O.C.

E.F., TYP.

#6@12" O.C.

E.F., TYP.

#5@12" O.C.

E.F., TYP.

#5@12" O.C.

B3

CJ

15'-0"

T Y P

A

C7

7'-0"

SLOT

LOG

STOP

1'-0"

T Y P

1'-0"

B5

SECTION

"=1'-0" 2

SCALE:

0 1 2

AND FINISHED GRADE

LEVEE ORIGINAL GROUND

T Y P

RCP

15'-0"

TYP.

SEE NOTE 2

FLAP GATE,

WALL MOUNTED

CJ

E.F.E.W., TYP.

#5@12" O.C.

E.F.E.W., TYP.

#6@12" O.C.

E.F., TYP.

#6@12" O.C.

E.F., TYP.

#5@12" O.C.

3" CLR

SLOT, TYP.

STOP LOG

TYP.

6" FILLET,

A4

SECTION

EACH FACE

TOP OF WALL

#5 BAR ALONG

"=1'-0" 2

SCALE:

0 1 2

3'-0" 2

15'-6"

1'-0"

TYP.

E.F.E.W., TYP.

#5@12" O.C.

E.F.E.W., TYP.

#6@12" O.C.

E.F., TYP.

#5@12" O.C.

E.F., TYP.

#6@12" O.C.

E.F., TYP.

#6@12" O.C.

E.F., TYP.

#5@12" O.C.

C7

DETAIL

T Y P

TYP.

SCALE: 1"=1'-0"

WALL

WING

"4

AT SLOT AREA

EPOXY FOR APPROX. 1'-0"

FIELD APPLY HIGH SOLID

REBAR

#5 HORIZONTAL

T Y P

B3

DETAIL

SCALE: NTS

INTO HEADWALL AND WINGWALL

WITH 24" MIN. EMBEDMENT

#5 DOWELS@12" O.C., E.F.,

NOTES

CJ, TYP.

SEE DETAIL 'E7'

U-BAR @12" O.C., TYP.

#5 DOWEL

SEE DETAIL 'E7'

@12" O.C. , TYP.

#5 U-BAR

SEE DETAIL 'E7'

@12" O.C., TYP.

#5 U-BAR

SEE DETAIL 'E7'

#6 DOWEL

SEE DETAIL 'E7'

@12" O.C. , TYP.

#5 U-BAR

PLAN - OUTLET STRUCTURE

SLOT, TYP.

STOP LOG

AND CONCRETE WALL

SEALANT BETWEEN PIPE

1/4" THICK ELASTOMERIC

SEE DETAIL 'E7'

FOR PIPE IMPACTED REBAR,

#6 DOWEL, TYP.

TYP.

6" FILLET,

3" CLR

SEE E7

E.F., TYP.

@12" O.C.

#6 DOWEL

STOP LOG SLOT.

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

HEAD.

DESIGNED FOR A MINIMUM 20 FT OF SEATING

APPROVED EQUAL. FLAP GATE SHALL BE

MANUFACTURED BY HYDROGATE INC.; OR

TYPE MODEL 50C ROUND OPENING AS

MANUFACTURED BY RODNEY HUNT INC.; OR

THE GATES SHALL BE OF TYPE FV-AC AS

AS RECOMMENDED BY THE MANUFACTURER.

SHALL BE MOUNTED TO CONCRETE HEADWALL

DIAMETER CULVERTS OUTLET. THE FLAP GATE

2. FLAP GATES SHALL BE INSTALLED AT 24"

REPLACED IN KIND.

ALL CORRESPONDING COMPONENTS SHALL BE

1. CMP CULVERTS WILL BE REPLACED WITH RCP.

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DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

1'-0"

E7

BAR

#6 DOWEL

DETAILS

#5 U-BAR

0 0.5 1

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

V A

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IE

S

NTS

D E

P A

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OF WATER R

E S

O U

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S T

A T E

OF CALIF

O R

N

C-20601524-13

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

CULVERT OUTLET STRUCTURE

SITE 545 & 549

PLAN, ELEVATION, SECTIONS, & DETAILS

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

SCALE: 1/2" = 1' 1 20

SECTION

4 SIDES

#8 @ 12" O.C.

#5 @ 12" O.C., TYP.

#5 @ 12" O.C., TYP.

#8 @ 12" O.C., TYP.

#8 @ 12" O.C., TYP.

& FINISHED GRADE

ORIGINAL GROUND

& FINISHED GRADE

ORIGINAL GROUND

8'-0"

PLAN - REINFORCE CONCRETE

3" CLR.

12" 12"

FLOW

SCALE: 1/2" = 1'

NOTES

2" CLR.

WATERSTOP DETAIL

SEE PIPE

SEALANT, TYP.

SEE NOTE 1

RING FITTING,

WATERSTOP PIPE

COLLAR WITH BOLT

STAINLESS STEEL CLOSURE

FOR CLARITY

REBAR NOT SHOWN

SEE NOTE 2

SLIDE GATE,

2" C

LR

3" CLR.

" C

L R

T Y P

SLIDE GATE

SEE DWG. C-303

LADDER

FLOW

B5

E E

E E

E E E

EE EE

E EE E

EEEEEE

EEEEEE

E

E

E

E

EE EE

E EE E

E

E

E

E

EEEEEE

EEEEEE E

E E

E E

EE

E E

E E

E E

EE

E E

EE

E E

EE

E E

EE

EE

E

EE

EE

E E

EE

EE

EE

E E

EE

E E

EE

E E

EE

E E

E E

E

EE

E

E

E

E

E

E

E

E

E

E

E

E

EE

EE

EE

EE

E E

EE

EE

EE

E E

EE

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

EE

EE

E E

E E

EE

E E

E E

E E

EE

E E

EE

EE

E

E

E

E

E E EE

RCP PIPE

RCP PIPE

E.F., TYP.

#5 X 5'-0"

T Y P

1 20

T Y P

PIPE WATERSTOP DETAIL

SLIDE GATE

L P

IP

E C

12"

12"

(3 TOTAL)

BOLLARDS

8'-0"

2'-0"

2'-0"

E

E

E E

E E

E

E

8'-0"

2'-0"

E E

E E E E

E E

WATERSTOP DETAIL

SEE PIPE

DWG. C-205

SEE DETAILS C7,

#6 @ 12" O.C., TYP.,

TYP.EE EE E E EEE

#6 @ 12" O.C., E.F.E.W.

E

2'-0"

CLSM, TYP.

LEGEND

EEE E

E E EE

SEE TABLE 1

TYP.

2'-0"

DWG. C-205

SEE DETAILS C7,

#5 @ 12" O.C., TYP.,

LIMIT OF EXCAVATION, TYP.

LIMIT OF EXCAVATION, TYP.

WATERSTOP, TYP.

C.J. WITH

E E EE

H E

IG

H T

H

V A

R

IE

S S E E P

R O F

IL

E A

T E

A C

H S

IT

E

SEE DWG C-303

WATERSTOP, TYP

C.J. WITH

SEE NOTE 2

SLIDE GATE,

SEE DWG. C-302

NOT SHOWN FOR CLARITY,

RISER COVER

TYP.

LEVEE EMBANKMENT,

COMPACTED

TYP.

LEVEE EMBANKMENT,

COMPACTED

TYP.

LEVEE EMBANKMENT,

COMPACTED

CLSM BACKFILL

1'-6"

0 10.5

DETAIL - BOLLARD

FILLED WITH CONCRETE

GALVANIZED STEEL PIPE

5" DIA. SCHEDULE 40

REFLECTIVE TAPE, TYP.

POLYETHYLENE

" THICK 8

2"x

FOOTING

CONCRETE

18" DIA.

A1

CONCRETE RISER

THREE FOR EACH

BOLLARDS,

SCALE : 1" = 1'-0"

B6

DWG. C-103 AND C-203

WALLS AND AT WALL CORNER, SEE DWG C-303.

3. PROVIDE WATERSTOP BETWEEN SLAB AND

MANUFACTURER'S RECOMMENDATION.

PROVIDE STEM SUPPORT AS REQUIRED PER

RECOMMENDATION. CONTRACTOR SHALL

BE INSTALLED PER MANUFACTURER'S

2. 30" NON-SELF CONTAINED SLIDE GATE SHALL

RING FITTING AS SHOWN.

1. CONTRACTOR SHALL USE WATERSTOP PIPE

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DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

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

#5 @ 12", TYP.

C-30101624-13

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

PLANS, SECTIONS, AND DETAILS

RISER UNIT DETAILS

MISCELLANEOUS STRUCTURES

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

Z

Z

Z

Z

Z

Z

Z

Z

Z Z

Z

Z

Z

Z Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z Z Z

Z Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

ISOLATION

PROVIDE DIELECTRIC

B6

SYMMETRICAL ABOUT CL

ALUMINUM PLATE TO

MATCH

" DIA. HOLE IN4

BORE

" ALUMINUM PLATE4

SECTION

B4

SCALE: 1" = 1'-0"

CONCRETE RISER

SEE NOTE 1

B6

T Y P

1'-0"

TYP.

L C HINGE

"x 0'-4"16

L 3"x3"x

"4

"8

"2

2"

"4

PLAN - RISER COVER

" STEEL PLATE4

AND ANGLE

" DIA. HOLES IN CHANNEL8

DWG. C-301

" PLATE4

B4

NOTE 4

STEM, SEE

SLIDE GATE

3" HOLE FOR

NOTES

A2

N O

T E

S E E

" 2

L 3"X3"X

STEEL

" ALUMINUM PLATE4

" STEEL PLATE4

" PLATE4

A6

DETAIL

C4

NTS

DETAIL

C6

NTS

DETAIL

C4

C6

A6

C3x5x0'-4"

0 1'

1'-0"

0 '3

'6

1SCALE: 3"=1'-0"

(STEEL)

STIFFENER PLATE

" 4

4"X

" STIFFENER PLATE4

4"X

(STEEL)

"2

L 3"X3"X

STIFFENER PLATE

" 4

4"X

WELD TO PLATE

"2

L 3"X3"X

ALUMINUM

TYP.

TYP.

TYP.

1/2 "

TYP.

CONNECTOR PLATE

" 4

"x4"x4

LC

HINGE

x2'-2", TYP.

"8

L 3"x3"x

"4

" x 7'-62

L 3"x3"x

ALUMINUM

" DIA. BOLT, TYP.8

" DIA. BOLT WITH NUT AND WASHER2

" EMBEDMENT DEPTH2

WITH NUTS AND WASHER,

EXPANSION ANCHOR

" DIAMETER2

LADDER

LC OF HINGE

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

1'.5'0

3'-0"

1'-6"

1'-6" 2'-0" 1'-0" 2'-0" 1'-6" ")4

"x4

"x4'-102

(SIZE: 8'-9

ALUMINUM COVER PLATE

EDGE OF OPENABLE

/4

/2

8'-0"

8'-4 3/4 "

8'-9 1/2 "

")4

"x4

"x3'-102

( 8'-9

COVER PLATE

FIXED STEEL

SEE NOTE 2

")8

HINGE (3"x7"x

NTS

"2

L 3"x3"x

6'-0"

"2

8'-9

"4

4'-10

Z

GAP

" 8

FOR SLIDE GATE STEM.

4. LOCATION OF THE HOLE SHALL BE ADJUSTED

FOLLOWING FABRICATION.

CASTINGS SHALL BE HOT DIP GALVANIZED

3. ALL STEEL COMPONENTS EXCEPT FOR

ALUMINUM PLATE.

HINGES, BOLTS, HING NUTS, AND ADJOINING

GASKET SHALL BE PLACED BETWEEN THE

ALUMINUM PLATE. AN INSULATING PLASTIC

2. THE HINGES SHALL BE BOLTED TO THE

MOUNTING BOLTS AS REQUIRED.

1. SLOTS TO PROVIDE CLEARANCE FOR HINGE

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

N

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

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

C-30201724-13

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

RISER COVER

MISCELLANEOUS STRUCTURES

PLAN, SECTIONS, AND DETAILS

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024

" DIA. RUNG4

SIDE RAIL

" 2

3"X

SIDE RAIL

" 2

3"X

BRACKET

" 2

3"X

FACE OF WALL

TOP OF SLAB

TYP.

SIDE RAIL,

THICK BAR

" 2

3"X

"Ø RUNG4

RUNG

DRILLED HOLE

" Ø16

LADDER RUNG

LCLC

LCLC

TYP.

" DIA. RUNG4

TYP.

1" RADIUS

SIDE RAIL

" 2

3"X

" BAR2

3"X

SIDE RAIL

" 2

3"X

FACE OF WALL

TOP OF SLAB

42" EXTENSION SAFETY POST

TYP.

SIDE RAIL,

THICK BAR

" 2

3"X

"Ø RUNG4

RUNG

LADDER RUNG

" Ø 4

LCLC

LCLC

LCLC

SIDE RAIL

" 2

3"X

" 1

3"

8"

7"

STEEL LADDER DETAIL

FRONT VIEW SIDE VIEW

FACE OF WALL

", TYP.2

3"X

BENT BAR BRACKET

M

A X C

L

SCALE: 1" = 1'-0"

B1

DETAIL

'6

'3

10SCALE: 6"=1'-0"

B3

SECTION

SCALE: 1"=1'-0"

1'-6"

C5

DETAIL

'3

'6

10SCALE: 3"=1'-0"

A1

DETAIL

'3

'6

10SCALE: 3"=1'-0"

B5

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

'6

3"

"4

NOTES

DWG. C-301

B3

"2

1'-6"

7"

T

Y P S P

A C

IN

G

1''2

1''2

DETAIL

WITH 6" EMBEDMENT

EXPANSION ANCHOR,

" S.S. STEEL4

WITH 6" EMBEDMENT, TYP.

" EXPANSION ANCHORS, 4

EE

EE

E E

EEE

EE E

E E

INSIDE FACE OF WALL

SEE DETAIL C

WATERSTOP

TOP AND BOTTOM

HOG RING 9" O.C. FACE OF WALL

OUTSIDE

REINF.

VERTICAL

SEE DETAIL C

WATERSTOP

TOP OF FLOOR SLAB

WATERSTOP

VERTICAL DETAIL C

WATERSTOP

HORIZONTAL

HOR. REINF.

WITH WATERSTOP

C.J.

WITH WATERSTOP

C.J.

OF VERT. WATERSTOP

ALONG EACH EDGE

HOG RING 9" O.C.

OUTSIDE FACE OF REBAR

TIED TO INSIDE FACE AND

16 GAGE TIE WIRE

OUTSIDE FACE OF REBAR

TIED TO INSIDE FACE AND

16 GAGE TIE WIRE

C-301NTS

A4

B1

TOP OF CONCRETE RISER

OR APPROVED EQUAL.

MODEL R6-316T AS MANUFACTURED GAMCO, INC.

MANUFACTURED BY JP SPECIALTIES, INC. OR

4. WATERSTOP SHALL BE MODEL JP636 TPE AS

JOINTS.

OF THE CONCRETE SLAB AT ALL CONSTRUCTION

3. WATERSTOP SHALL BE PLACED IN THE CENTER

GALVANIZED AFTER FABRICATION.

2. ALL METAL WORKS SHALL BE HOT DIP

. GRIND ALL EDGES SMOOTH.1

$$$ms pltcfg file$$$

1 2 3 4 5 6 7

R E G

IS

T E R

ED

P

ROFESSION

L

E N G

IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:12/3/2024

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=

V U

Q. THA

I

No. 60133

Exp. 6-30-26

CIVIL

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

C-30301824-13

DUC TRAN

KHOI NGUYEN

KHOI NGUYEN

VU THAI

FULL PIPE PENETRATION

DIV OF FLOOD MANAGEMENT

DEFERRED MAINTENANCE PROG

REPLACEMENT

VIEWS, SECTION, AND DETAILS

STEEL LADDER DETAIL

MISCELLANEOUS STRUCTURES

VU THAI

Docusign Envelope ID: 8C8CFB34-93E5-4955-8E35-A28401487782

12/3/2024