25-03_Drawings.pdf

W MAIN AVE

AVENUE

PALMAS

E. LAS

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

CALIFORNIA NATURAL RESOURCES AGENCY

VICINITY MAP N

LOCATION MAP

SAN

FRANCISCO

LOS ANGELES

EUREKA

SACRAMENTO

N

1 2 3 4 5 6 7 8

A

B

C

1 2 3 4 5 6 7

VI=

30-JAN-2025

Print.Styles 24x36.PEN

SPEC. NO. SHEET NO. REVISION DRAWING NO.

001 G-101

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER

R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I A

REV. SUB. APP.DESCRIPTION

D

DRAWING TITLE NO.

SHEET

NO.

DRAWING

GENERAL

COVER SHEET / LIST OF DRAWINGS

GENERAL PLAN

CIVIL

R E G

IS

T E R

ED

PR

OFESSOINA

L

E N G

NI

E E R

S T

A T E

OF CALIF

OR

N

IA

THINK SAFETY -

ACT SAFELY

25-03

AQUEDUCT

CALIFORNIA

T O L

O S A

N G E L E S

T O S

A C R A

M E N T O

T O T

R A C Y

T O C

R O

W S L

A N

D

IN

G

SAN JOAQUIN RIVER

STANISLAUS COUNTY

G-101

NOTES, SYMBOLS & ABBREVIATIONSG-102

G-103

004 C-101

C-102005

PROJECT LOCATION

CALIFORNIA AQUEDUCT

SAN JOAQUIN RIVER

(SEE GENERAL PLAN ON DWG. G-103)

SPECIFICATION NO. 25-03

STRUCTURAL

S-101

S-102

S-103

S-201

MAZE ROAD

SEE DWG. C-102

PROJECT AREA

MAZE ROAD

S-202

S-203

MAZE ROAD PLAN AND SECTION

MAZE ROAD SECTIONS

MAZE ROAD BRIDGE SITE PLAN

MAZE ROAD SITE PLAN

S-301

S-302

S-303

S-304

014 SECTIONS AND DETAILS 1

SECTIONS AND DETAILS 2

SECTIONS AND DETAILS 3

SECTIONS AND DETAILS 4

C-103

C-104 MAZE ROAD BRIDGE TRAFFIC CONTROL PLAN

SURFACE WATER MONITORING STATION REPLACEMENT

SOUTH CENTRAL REGION OFFICE (SCRO)

WATER RESILIENCE DROUGHT PACKAGE BCP

STANISLAUS COUNTY

DATE:APPROVED:

ASSISTANT DIVISION MANAGER, DESIGN, REG. C.E. NO. 62340

E. LAS PALMAS AVENUE & MAZE ROAD

E. LAS PALMAS AVENUE SITE PLAN

E. LAS PALMAS AVENUE PLAN AND SECTION

E. LAS PALMAS AVENUE SECTIONS

E. LAS PALMAS AVENUE BRIDGE TRAFFIC CONTROL PLAN

E. LAS PALMAS AVENUE BRIDGE SITE PLAN

SEE DWG. C-101

PROJECT AREA

E. LAS PALMAS AVENUE

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Y

A

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

1/31/2025

W.P.

WF

VIF

VERT.

TYP.

T&B

STIFF.

STA.

SS

SQFT

SQ.

SIM.

SCH.

ROW

REQ'D

RD.

R

PJP

PERF.

O.D.

OC

NO.

N.

MIN.

MAX.

I.D.

HSS

HSB

GA.

EL., ELEV.

E.

(E)

DWG.

DIA.

CISS

CONT.

CONC.

COL.

APPROX.

ABBREVIATIONSGENERAL NOTES

LC

SYMBOLS

CENTER LINE

" SECONDS OR INCHES

' MINUTES OR FEET

& AND

± PLUS OR MINUS

ø DIAMETER

A

C-100

DRAWING IN WHICH SECTION APPEARS*

DRAWING IN WHICH DETAIL APPEARS*

A

C-100

A

DETAIL APPEARS IN THE SAME DRAWING*

DASHED CIRCLE

SOLID CIRCLE

A

SECTION OR DETAIL TITLE

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

SECTION APPEARS IN THE SAME DRAWING*

A

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

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

SCALE

CROSS REFERENCING OF SECTIONS AND DETAILS

SCALE: 1" = XX'-0"

N

NORTH ARROW# #

SCALE

PLAN TITLE

IS CROSS REFERENCED*

SECTION OR DETAIL

DRAWING IN WHICH

DETAIL LETTER

SECTION LETTERSECTION LETTER

DETAIL LETTER

LETTER

SECTION OR DETAIL

FLOW DIRECTION

LP PLATE

SPEC. NO. SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

VI=

30-JAN-2025

SUBMITTED:

DESIGNED: CHECKED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

D

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I A

YALING LIU

REG. C.E. No. 62826

YALING LIU

REG. C.E. No. 62826

5 6 71 2 3 4

C

B

A

1 2 3 4 5 6 7 Print.Styles 24x36.PEN

002 G-102

MENGQIAN HUANG

GENERAL

NOTES, SYMBOLS

& ABBREVIATIONS

WORKING POINT

WIDE FLANGE

VERIFY IN FIELD

VERTICAL

TYPICAL

TOP AND BOTTOM

STIFFENER

STATION

STAINLESS STEEL

SQUARE FEET

SQUARE

SIMILAR

SCHEDULE

RIGHT OF WAY

REQUIRED

ROAD

RADIUS

PARTIAL JOINT PENETRATION

PERFORATED

OUTSIDE DIAMETER

ON CENTER

NUMBER

NORTH

MINIMUM

MAXIMUM

IDENTIFICATION / INSIDE DIAMETER

HOLLOW STRUCTURAL SECTION

HIGH STRENGTH BOLT

GAUGE

ELEVATION

EAST

EXISTING

DRAWING

DIAMETER

CAST IN STEEL SHELL

CONTINUOUS

CONCRETE

COLUMN

APPROXIMATE

REG. C.E. No. 72270

ANNA B. GUTIERREZ

STATION REPLACEMENT

SURFACE WATER MONITORING

WATER RESILIENCE DROUGHT PACKAGE BCP

SOUTH CENTRAL REGION OFFICE (SCRO)

STANISLAUS COUNTY

E. LAS PALMAS AVE & MAZE RD

~ APPROXIMATE

SPECIFICATIONS.

3. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE CONTRACT

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

HORIZONTAL DATUM AND VERTICAL DATUM ARE UNKNOWN.

1. SURVEY DATUM:

G

IS

T E R

ED

PR

OFESSOINA

L

E N G

NI

E E R

S T

A T E

OF CALIF

OR

N

IA

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

25-03

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

REG. C.E. No. 96862

REG. C.E. No. 96862

MENGQIAN HUANG

No. 62826

Exp. 6-30-26

CIVIL

LIUL

ING

Y

A

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

Docusign Envelope ID: 691A2906-8B91-4A26-AAEF-36A1760F27B4

2/6/2025

TO PATTERSON

LC

E

A B

U T

M E

N T

(E) 18"ø CISS PILE BELOW, TYP.

A

S-102

B

S-102 WORK

AREA OF

84'-0"±

TO TURLOCK

R

IV

E R

J O

A Q

U

IN

S A

N

LC (E) BRIDGE

BRIDGE DECK SLAB

EDGE OF (E) CONCRETE

BRIDGE DECK SLAB

EDGE OF (E) CONCRETE

LC

E

P

IL

E B

E N

T

LC

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LC

E

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E B

E N

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B E

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IN

B R

ID

G

E

AT BENT 4

WATER QUALITY STATION

REMOVE AND REPLACE (E)

NOTES

N

FIELD VERIFICATION.

AS-BUILT DRAWINGS AND REQUIRES

INFORMATION SHOWN IS TAKEN FROM1.

N

I G

OI

L

N

T S

T A

E N

R E

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T S

R E

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I G

FO SE

DE

RP

LA

FIO

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A

A

RO

S-101

E. LAS PALMAS AVE & MAZE RD

STANISLAUS COUNTY

WATER RESILIENCE DROUGHT PACKAGE BCP

SOUTH CENTRAL REGION OFFICE (SCRO)

STATION REPLACEMENT

DARICK BLAKE

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

L

RUCTUR

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 6152

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

SPEC. NO. SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

VI=

30-JAN-2025

SUBMITTED:

DESIGNED: CHECKED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I A

C

B

A

1 2 3 4 5 6 7 Print.Styles 24x36.PEN

SITE PLAN

E. LAS PALMAS AVENUE

STRUCTURAL

PLAN - E. LAS PALMAS AVENUE BRIDGE

SCALE: 1" = 10'-0"

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

25-03

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

W x

W x

C5 x 9

C x

ABOVE

CONC SLAB

EDGE OF (E)

C5 x 9

F

S-301

(E) 18"ø CISS PILE

A

S-301

A

S-301

W5, TYP

C5 TO

R

IV

E R

S A

N J

O A

Q U

IN

ABOVE

LADDER

FIXED

D

S-301

B

S-103

C x

3'-0"3'-0"

6'-0" PLATFORM

2'-0"2'-0"2'-0"

L

EXISTING PILE

ROUND P AT

TYP AT EACH END

W5 x 19 VERT, SUPPORT

POST FOR SOLAR PANEL

EXTEND THIS RAILING

C5, SIM

C5 TO

L 3 x 3 x

A

S-304

LBEARING P

SHIM P ANDL

E

S-301

F

S-302

E Q

U A

L E

Q U

A L

L 3 x 3 x 8

L 3 x 3 x

TYP

RAILING,

A

S-103

F

IE

L D

V E

R

IF

Y

EQUIPMENT BY OTHERS

WATER MONITORING

TYP EACH END

",4 x 0'-44

L 2 x 2 x

E

D G

E O

F C

O N

C S

L A

B

SEE DETAIL B, DWG S-304

BEARING BARS AS SHOWN,

OVER 3-SPANS, ORIENT

METAL GRATING CONTINUOUS

TYP EACH END

DIAGONAL BRACE,4

L3 x 2 x

L

AND WATER PIPE

C (E) PILE PLATFORM

HOUSING PIPES

AND BUBBLER

WATER QUALITY

L

F

IE

L D

V E

R

IF

Y

A B

O V

E T

O C

P

IL

E

STEEL STAIR RAILING, TYP

STEEL CASING

SPACE FOR FUTURE

(E) TOP OF SLAB

EL = 59.6'±

TOP OF GRATING

100-YEAR FLOOD

(E) GRADE

RIVER

SAN JOAQUIN

(E) GUARD RAIL

.3

C

S-302

EL = 54.3'±

B

S-102

EL = 52.35'±

EL = 26.0'±

EL = 20.0'±

WITH CJP WELD

SPLICE AS REQ'D

BOTTOM OF SS PIPES

TYP OF (2)

(E) CONCRETE BRIDGE DECK SLAB

FIXED LADDER

FOR PERFORATIONS

DETAIL C, DWG S-304

HOUSING PIPE, SEE

1"ø SS BUBBLER

QUALITY PIPE AND

4"ø PERF SS WATER

BRACKETS AT PIPES

STAINLESS STEEL

CASING, SEE SHEET NOTE 5

OF FUTURE 22" DIA. STEEL

APPROXIMATE EXTENTS

" CISS4

18"ø x

(E) PILE BENT 4,

DWG S-301

BRACKET, SEE DETAIL F,

B

PLATFORM FRAMING PLAN

S-101SCALE: 1" = 1'-0"

A

ELEVATION

S-101" = 1'-0"8

SCALE:

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-102

E. LAS PALMAS AVENUE

E. LAS PALMAS AVE & MAZE RD

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

DARICK BLAKE

SPEC. NO. SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

VI=

30-JAN-2025

SUBMITTED:

DESIGNED: CHECKED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I A

C

B

A

1 2 3 4 5 6 7 Print.Styles 24x36.PEN

PLAN AND ELEVATION

STRUCTURAL

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

L

RUCTUR

SHEET NOTES

PROJECT BRLS-5938(200).

MAINTENANCE PROJECT, FEDERAL AID

AVENUE OVER SAN JOAQUIN RIVER BRIDGE

STANISLAUS COUNTY, EAST LAS PALMAS

FUTURE STEEL CASING IS PART OF5.

WITH DISSMILIAR METALS.

NEOPRENE SLEEVE AT AREAS IN CONTACT

WRAP STAINLESS STEEL PIPE WITH4.

REQUIRES FIELD VERIFICATION.

TAKEN FROM EXISTING DOCUMENTS AND

ALL EXISTING INFORMATION SHOWN IS3.

ANCHORS.

PRIOR TO DRILLINIG FOR POST-INSTALLED

DETERMINE REIFORCEMENT LOCATIONS

(E) STRUCTURE SHALL BE SCANNED TO2.

GALVANIZED.

ALL MILD STEEL TO BE HOT DIPPED1.

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

25-03

N

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

GRADING

LC (E) PILE BEYOND

TYP

RAILING,

STEEL

W5

C5

(E) PILE BEYOND

W5

(E

G U

A R

D R

A

IL

GUARD RAIL

TOP OF (E)

L 3 x 3 L 3 x 3

PIPES BEYOND

WATER MONITORING

C5

3'-0"

EACH SIDE

C

S-301

B

S-301

TYP

E

S-301

TYP F

S-302 HAND

OPPOSITE

G

S-302

TYP

BRACE, TYP

DIAGONAL

W5 VERT, TYP

LADDER RUNG

FIXED LADDER

DWG S-302

DECK, SEE DETAIL G,

TO (E) CONC BRIDGE

LADDER SUPPORT

PLATE, TYP

BEARING

", TYP8

" x 2

MIN 2

SIDE RAIL FACE BAR,

DECK SLAB

(E) CONC BRIDGE

M

A X

F

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L

D V

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IF

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T O

T O

P O

F F

R A

M

IN

G

METAL GRATING

PLATFORM FRAMING

(E) GUARD RAIL

LC (E) PILE

SUPPORT

POST FOR SOLAR PANEL

EXTEND CORNER RAILING

W5 VERT BEYOND

PIPES

MONITORING

WATER

T

O P

O F

S L

A B

G

S-302

CONNECTION BY DWR

SOLAR PANEL AND

F

S-301

5'-11"± PLATFORM

FIELD VERIFY

"2

2'-9

FIELD VERIFY

DECK SLAB

(E) CONC BRIDGE

R

A

IL

IN

G

FIXED LADDER

B

SECTION

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

A

SECTION

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

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-103

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

DARICK BLAKE

SPEC. NO. SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

VI=

30-JAN-2025

SUBMITTED:

DESIGNED: CHECKED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I A

C

B

A

1 2 3 4 5 6 7 Print.Styles 24x36.PEN

SECTIONS

E. LAS PALMAS AVENUE

STRUCTURAL

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

L

RUCTUR

LOCATIONS HAVE BEEN APPROVED BY THE ENGINEER.

DRILLING. FABRICATE STEEL AFTER THE ANCHOR

SHALL BE APPROVED BY THE ENGINEER PRIOR TO

THE (E) REINFORCING, THE ANCHOR LOCATIONS

TO BE RELOCATED SLIGHTLY AS TO NOT DAMAGE

ANCHORS ARE TO BE DRILLED. ANCHORS MAY HAVE

SCAN AND LOCATE (E) REINFORCING WHERE

NOTE:

25-03

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

TO MODESTO

IV

E R

J O

A Q

U

IN

S A

N

LC

E

A B

U T

M E

N T

LC

E B E

N T

S-202 WORK

AREA OF

A

S-202

LC

E B E

N T

LC

E B E

N T

LC

E B E

N T

LC (E) BRIDGE

182'-0"±

TO TRACY

B/C

BELOW, TYP.

(E) PIER

OF SAN JOAQUIN RIVER

APPROXIMATE EXTENTS

OF SAN JOAQUIN RIVER

APPROXIMATE EXTENTS

EDGE OF (E) BRIDGE DECK

EDGE OF (E) BRIDGE DECK

B E

G

IN

B R

ID

G E

AT BENT 3

WATER QUALITY STATION

REMOVE AND REPLACE (E)

NOTES

FIELD VERIFICATION.

AS-BUILT DRAWINGS AND REQUIRES

INFORMATION SHOWN TAKEN FROM1.

85 6 71 2 3 4

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-201

MAZE ROAD

E. LAS PALMAS AVE & MAZE RD

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

CHECKED:

REVIEWED:

DATE:

DATE:

SUB. APP.DESCRIPTION

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I

Print.Styles 24x36.PEN

DARICK BLAKE

SPEC. NO.

VI=

30-JAN-2025

SUBMITTED:

DESIGNED:

DRAWN:

REV.

APPROVED:

1 2 3 4 5 6 7

D

C

B

A

SITE PLAN

STRUCTURAL

PLAN - MAZE ROAD BRIDGE

SCALE: 1" = 20'-0"

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

L

RUCTUR

25-03

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

W x

TYP AT EACH END

W5 x 19 VERT, W x

P

L A

T F

O R

M

C5 x 9

L 3 x 3 x

E

S-302

H

S-302

F

S-302

6'-0" PLATFORM

A

S-301

A

S-301

W5, TYP

C5 TO

D

S-302

B

S-203

C x

C5 x 9

3'-0"3'-0"

ABOVE

LADDER

FIXED

ABOVE

CONC SLAB

EDGE OF (E)

A

S-203

A

S-304 TYP

AT RAILING,

R

IV

E R

J O

A Q

U

IN

S A

NLC PLATFORM

8" 8"

C5, SIM

C5 TO

BENT 3 CENTERLINE

CENTER PIPE ON (E)

MONITORING PIPE

STAINLESS STEEL WATER

GIRDER ABOVE

(E) CONC

EQUIPMENT BY OTHERS

WATER MONITORING

F

IE

L D

V E

R

IF

Y

LC (E) BENT 3

TYP

SEE DETAIL B, DWG S-304

METAL GRATING,

BEARING BARS AS SHOWN.

OVER 2-SPANS, ORIENT

METAL GRATING CONTINUOUS

F

IE

L D

V E

R

IF

Y

RAILING POST, TYP

(E) TOP OF SLAB

EL = 46.4'±

EL = 40.4'±

EL = 37.0'±

HIGH WATER

RIVER

SAN JOAQUIN

(E) GRADE

.4

FRAMING

PLATFORM

TOP OF

(E) CONC BOX GIRDER(E) BARRIER RAIL

(E) BENT 3

BOTTOM OF PIPE

PIPE, (3) TOTAL

BRACKETS AT

ANGLED STEEL

(E) PIER 3

EL = 8.0'±

EL = 9.0'±

M

A X

M

A X

100-YEAR FLOOD

EL = 46.8'

TO SUPPORT

2'-0" MAX

WITH CJP WELD

SPLICE AS REQ'D

PERFORMATIONS

SEE C/S-304 FOR

HOUSING PIPE

PIPE AND 1"ø BUBBLER

STEEL WATER QUALITY

4"ø PERF STAINLESS

FIXED LADDER

B

C

S-303

BOX GIRDER WALL

(E) 8" THICK CONC

R

IV

E R

J O

A Q

U

IN

S A

N

BELOW

FRAMING

PLATFORM

L 3 x 3 x

C

S-303

B

S-303

LC (E) BENT 3

F

IE

L D

V E

R

IF

Y

STRUT

HSS 5 x 5 x

STRUT8

HSS 5 x 5 x

SIDE, TYP

ANCHOR EACH

NOTES

A

ELEVATION

S-201" = 1'-0"8

SCALE:

B

PLATFORM FRAMING PLAN

S-201SCALE: 1" = 1'-0"

C

BRACING PLAN

S-201SCALE: 1" = 1'-0"

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-202

E. LAS PALMAS AVE & MAZE RD

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

CHECKED:

REVIEWED:

DATE:

DATE:

SUB. APP.DESCRIPTION

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I

VI=

30-JAN-2025

SUBMITTED:

DESIGNED:

DRAWN:

REV.

APPROVED:

1 2 3 4 5 6 7

D

C

B

A

PLAN AND ELEVATION

STRUCTURAL

WITH DISSMILIAR METALS.

NEOPRENE SLEEVE AT AREAS IN CONTACT

WRAP STAINLESS STEEL PIPE WITH4.

REQUIRES FIELD VERIFICATION.

TAKEN FROM EXISTING DOCUMENTS AND

ALL EXISTING INFORMATION SHOWN IS3.

ANCHORS.

PRIOR TO DRILLINIG FOR POST-INSTALLED

DETERMINE REIFORCEMENT LOCATIONS

(E) STRUCTURE SHALL BE SCANNED TO2.

GALVANIZED.

ALL MILD STEEL TO BE HOT DIPPED1.

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

L

RUCTUR

25-03

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

N

N

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

GRADING

TYP

RAILING,

STEEL

W5

WATER MONITORING PIPE

W5

LADDER

L 3 x 3 AT

AT PIPE SUPPORT

BREAK RAILING

(E

G U

A R

D R

A

IL

GUARD RAIL

TOP OF (E)

C5

24" LONG, 33.5" TALL

EQUIPMENT, 17.5" WIDE,

WATER MONITORING

A

S-303

PLATE, TYP

BEARING

TYP

8"8"

M

A X

F

IE

L

D V

E R

IF

Y

DOUBLE ANGLE, TYP

VERT WF, TYP

LADDER RUNG

FIXED LADDER

", TYP8

" x 2

MIN 2

SIDE RAIL FACE BAR,

G

S-302

BRIDGE DECK OVERHANG

LADDER SUPPORT AT (E)

DECK OVERHANG

(E) BRIDGE

T

O P

O F

S L

A B

T O

T O

P O

F F

R A

M

IN

G

4'-0" PLATFORM

METAL GRATING

PLATFORM FRAMING

TYP

RAILING,

STEEL

R

A

IL

IN

G

BARRIER RAIL

(E) TYPE 9

PIPE

WATER MONITORING

2'-4"± TO FACE OF CONC(E) CONC BRIDGE DECK

PLATFORM, ANCHOR TO

VERT WF, EACH END OF

FIELD VERIFY

A

S-303

SUPPORT

FOR SOLAR PANEL

EXTEND RAILING POST

C

S-303

H

S-302 HAND

OPPOSITE

CONNECTION BY DWR

SOLAR PANEL AND

AT WF, TYP

BEARING PLATE

HSS STRUT

(E) #5 @ 6" OC

6"

DOUBLE L 5 x 5 x

BRACE4

HSS 3 x 3 x

8"

EQ

EQ

B

TYP, SEE NOTE BELOW

M12 x 125/50 OR EQUAL, UNDERCUT ANCHOR, HILTI HDA-PR

"ø STAINLESS STEEL2

(2)

LOCATIONS HAVE BEEN APPROVED BY THE ENGINEER.

DRILLING. FABRICATE STEEL AFTER THE ANCHOR

SHALL BE APPROVED BY THE ENGINEER PRIOR TO

THE (E) REINFORCING, THE ANCHOR LOCATIONS

TO BE RELOCATED SLIGHTLY AS TO NOT DAMAGE

ANCHORS ARE TO BE DRILLED. ANCHORS MAY HAVE

SCAN AND LOCATE (E) REINFORCING WHERE

NOTE:

FIXED LADDER

DECK

(E) BRIDGE

E Q

E Q

E Q

VERTICAL DATUM UNKNOWN.4.

VERIFICATION.

DOCUMENTS AND REQUIRES FIELD

ALL INFO SHOWN IS TAKEN FROM AS-BUILT3.

ANCHORS.

PRIOR TO DRILLINIG FOR POST-INSTALLED

DETERMINE REIFORCEMENT LOCATIONS

(E) STRUCTURE SHALL BE SCANNED TO2.

ALL STEEL TO BE HOT DIPPED GALVANIZED.1.

NOTES

B

SECTION

S-202SCALE: 1" = 1'-0"

A

SECTION

S-202SCALE: 1" = 1'-0"

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-203

E. LAS PALMAS AVE & MAZE RD

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

CHECKED:

REVIEWED:

DATE:

DATE:

SUB. APP.DESCRIPTION

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I

VI=

30-JAN-2025

SUBMITTED:

DESIGNED:

DRAWN:

REV.

APPROVED:

1 2 3 4 5 6 7

D

C

B

A

SECTIONS

STRUCTURAL

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

L

RUCTUR

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

25-03

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

FLANGE

PJP, T&B4

C5

METAL GRATING

W5 OR C5, SEE PLAN

NOT SHOWN.

RAILING AND KICK PLATE

NOTE:

"2

E Q

U A

L E

Q U

A L

(E

T

H

IC

K C

O N

C R

E T

E

T Y

P T

Y P

TYP

CJP

L

TYP

" x 4" x 0'-8",16

P TYPTYP

PJP

6"

L

"2

" x 6" x 0'-114

BEARING P L

"2

" x 6" x 0'-114

BEARING P

EQ EQ

E Q

E Q

OR EQUAL, TYP

HILTI HDA-PR M20 x 250/100

UNDERCUT ANCHOR,

"ø STAINLESS STEEL4

F

IE

L D

V E

R

IF

Y D

IM

E

N S

IO

N

S

B R

ID

G

E D

E C

K S

L A

B

W5 VERT

W5

GRATING 4

W5 VERT

LSTIFF P, TYP.

(3) SIDES AT

L

THICKNESS OF WF

STIFF. P, MATCH

DIAGONAL BRACE

EQ

EQ

M

IN

"2

E Q

E Q

OR EQUAL

HILTI HDA-P M20 x 250/100

"ø UNDERCUT ANCHOR, BRIDGE DECK SLAB

(E) CONC

DIAGONAL BRACE

4"2"

MAX

"2

W5

GRATING

"M

IN

"ø HSB4

L " x 6"2

P

W.P.

W5 VERT

CENTER ON W5 VERT

STEEL ANGLE,

STIFF P, EA SIDEL

(3) SIDES

LSTIFF P

L 3 x 3 TO

LPILE C, EACH SIDE

CENTER ON (E)

",2

GAP =

LC (E) PILE

, EACH SIDE4

L 3 x 3 x

L

SS PIPE

C (E) PILE AND

C5

C5

L

GAGE, SEE NOTE 1 AND 2

"ø SS BOLTS @ 7" x 11"4

WITH

" x 10" x 1'-0"8

SS MOUNTING P GRATING

OPENING IN

L

SEE NOTE 1 AND 2

" x 10" x 1'-0",8

P

MOUNTING

SS PIPE

1"

SIDE

EACH

L

"ø HSB @ 10" x 12" GAGE8

WITH (4)

" x 12" x 1'-4"8

BEARING P

L

SEE NOTE 3

SIDE OF PILE,

RETURN P, EACH

L

VERIFY PILE DIAMETER

OF (E) PILE, FIELD

I.D. TO MATCH O.D.

" x 3",8

ROUND P

"1" EACH SIDE

L

CENTER ON PILE

,4

STIFF P

2" EA SIDE

LTO MATCH BEARING P

THICKNESS, DIMENSIONS

" MAX2

SS SHIM PLATE

SEE NOTE 3

EACH SIDE OF PILE,

CINCHED TIGHT.

WITH DBL NUT

"ø HSB, 4

PLACE WITH SS CLAMPS

PIECES, SECURE FIRMLY IN

CONSTRUCT OF TWO SOLID

FOR FUTURE STEEL CASING,

STABILIZED UHMWPE SPACER

2" THICK, 8" DEEP UV

(E) PILE

B

S-302

A

S-302

" AT RETURN PLATE.8

DEFLECTION OF

TORQUE BOLT TO 100 LB-FT OR TO MAXIMUM3.

DISSIMILAR METALS.

PROVIDE NEOPRENE WASHERS BETWEEN 2.

PROVIDE NEOPRENE GASKET BETWEEN PLATES.1.

NOTES:

C

SECTION

S-103SCALE: 3" = 1'-0"

E

SECTION

S-102SCALE: 3" = 1'-0"

B

SECTION

S-103SCALE: 3" = 1'-0"

F

DETAIL

S-102SCALE: 3" = 1'-0"

D

DETAIL

S-103SCALE: 3" = 1'-0"

A

SECTION

S-102, S-202SCALE: 3" = 1'-0"

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-301

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

CHECKED:

REVIEWED:

DATE:

DATE:

SUB. APP.DESCRIPTION

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I

VI=

30-JAN-2025

SUBMITTED:

DESIGNED:

DRAWN:

REV.

APPROVED:

1 2 3 4 5 6 7

D

C

B

A

SECTIONS AND DETAILS 1

STRUCTURAL

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

L

RUCTUR

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

25-03

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

L 4

END P

LROUND P

GAP PER PLAN

(2) SIDES

L 3 x 3

CJP

GRATING

BEYOND

SS PIPE

PILE BEYOND

FACE OF (E)

LP'S BEYOND

PIPE SUPPORT

C5 C5

LSHIM P BEYOND

BEARING P ANDL

LRETURN P

STEEL SHIM

DETAIL F, DWG S-301

STEEL CASING, SEE

SPACER FOR FUTURE

STABILIZED UHMWPE

2" THICK, 8" DEEP UV

GRATING

C5

C5 BEYOND

SS PIPE

GRATING

OPENING

LBEARING P

L

(3) SIDES

TO C5,

STIFF P

L

FLANGE

TO C5, T&B

BEARING P

LSS MOUNTING P

MOUNTING PL

LMOUNTING P

SS PIPE TO SS

LSTIFF P

T

B

(E) PILE

FACE OF

1" MAX

EACH END OF U-BOLT

" x 2" SQ SS WASHER,4

L

SS PIPE

C (E) PILE AND

"ø SS U-BOLT8

END OF U-BOLT

REQ'D, EACH

THICKNESS AS

SPACER P WITHL

L

SS PIPE

REQ'D, EACH SIDE OF

BOLT, THICKNESS AS

"ø8

SPACER P WITH

P1000WT OR EQUAL, TYP

SLOTTED HOLES, UNISTRUT

" SS CHANNEL WITH8

12 GA x 1

P2055 OR EQUAL

CLAMP, UNISTRUT

" WIDE PIPE4

12 GA x 1

4"ø SS WATER MONITORING PIPE

PLACE WITH SS CLAMPS

SOLID PIECES, SECURE FIRMLY IN

DWG S-301, CONSTRUCT OF TWO

STEEL CASING, SEE DETAIL F,

UHMWPE SPACER FOR FUTURE

2" THICK, 8" DEEP UV STABILIZED

(E) PILE

P, SEE NOTE 2

DESIGN LOAD: P = 200 LBS AT ASD2.

CONTACT BETWEEN DISSMILAR METALS.

NEOPRENE AT CONNECTION TO PREVENT

NEW PILE CASING,WRAP (E) PILE WITH

WHERE SS IS IN CONTACT WITH (E) OR1.

NOTES:

TO FLANGE

VERT WEB

W5

(3) SIDES

(3) SIDES

TYP.

NOT SHOWN

RAILING & GRATING

NOTE:

C5

W5 VERT

C5

W5

RAILING

W5 VERT

1 L

BELOW

& STIFF P

C5 TO W5

FOR BALANCE OF INFO

AND SECTION A, DWG S-304

SEE DETAIL D, DWG S-302

NOTE:

LP BELOW

W5 & STIFF

PJP, C5 TO

GRATING

1 FLANGE

T & B

C5

LAT STIFF P

(3) SIDES

SS PIPE

L

"2

" x 10" x 1'-08

FLANGE P

L

"2

" x 10" x 1'-08

SS FLANGE P

LBTWN FLANGE P'S

NEOPRENE PAD

NEOPRENE WASHERS

(4) SS BOLTS WITH

C5

L

AND SS PIPE

C PLATFORM

NEOPRENE PAD

L

PIPE

CENTER ON

STIFF P,

L

CENTER ON PIPE

",8

STIFF P

2" "2

C5W5

L 3 x 3

"ø HSB4

PJP

PJP

SIDE RAIL

CENTER ON RAIL

LADDER RUNG,

ON ANGLE BELOW

"ø HSB CENTER4

L " x 3" x8

BENT P

GRATING

NOT SHOWN

RAILING & GRATING

NOTE:

T & B

"2

"2

L " x 3"2

P

SIDE RAIL

LADDER

OR EQUAL, TYP

HILTI HDA-PR M16 x 190/60

UNDERCUT ANCHOR,

"ø STAINLESS STEEL8

A

SECTION

S-301SCALE: 3" = 1'-0"

C

SECTION

S-102SCALE: 3" = 1'-0"

E

SECTION

S-202SCALE: 3" = 1'-0"

B

SECTION

S-301SCALE: 3" = 1'-0"

H

DETAIL

S-202SCALE: 3" = 1'-0"

D

DETAIL

S-202SCALE: 3" = 1'-0"

F

DETAIL

S-102, S-202SCALE: 3" = 1'-0"

G

DETAIL

S-103, S-203SCALE: 3" = 1'-0"

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-302

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

CHECKED:

REVIEWED:

DATE:

DATE:

SUB. APP.DESCRIPTION

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I

VI=

30-JAN-2025

SUBMITTED:

DESIGNED:

DRAWN:

REV.

APPROVED:

1 2 3 4 5 6 7

D

C

B

A

SECTIONS AND DETAILS 2

STRUCTURAL

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

L

RUCTUR

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

25-03

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

"2

PJP

DECK

(E) BRIDGE

RAIL

(E) GUARD

DECK SLOPE

MATCH (E) BRIDGE

CUT TOP OF VERT TO

DECK BELOW

(E) BRIDGE

HSS BRACE

DOUBLE ANGLE

X X

Y

Y

"8

5 "8

SECTION Y-Y

1" MIN

LWELD P, EACH SIDE

3 LP TO W5, TYP

PJP, WELD

AS SHOWN, TYP

EXTEND PAST W5

STEEL ANGLE,

SECTION X-X

ANCHOR

TYP, SEE NOTE 2

STL ANGLE,

T & B OF

M

IN

L " x 8"2

WELD P

BRACE

TOP OF

TYP

W5 VERT

L " x 0'-9"2

" x 74

P

W5 VERT BELOW

LC VERT AND PL

GUARD RAIL

FACE OF (E)

", FIELD VERIFY2

PRIOR TO FABRICATION

W5 VERT

FRAMING BELOW

PLATFORM

L 3 x 3

HSS STRUT

T & B

SIDE

EACH

SIDE OF ANGLE

(3) SIDES, EACH

" MAX4

" MIN, 4

OF ANGLE

EACH SIDE

W5 VERT

"2

DOUBLE ANGLE

HSS BRACE

L

BELOW

SEAT P

L

THICKNESS

REQ'D, 1" MAX

SHIM P AS

HSS STRUT

TYP

TYP

L "2

SEAT P

DOUBLE ANGLE

L

BOT OF (E) CONC

SEAT P WITH

ALIGN BOT OF

ZZ

SECTION Z-Z

ANCHOR

ANCHOR, TYP

PLAN

HSS BRACE

S E

E D

W G

S -2

HSS STRUT

2'-0"

R= 1'-3"

FIELD VERIFY

SS PIPE

3" 3"

, TYP4

SS L 3 x 3 x

(E) CONC PIER

REQUIRED, TYP

BEND ANGLE AS

CUT FLANGE AND

EQUAL, TYP

HDA-PR M12 x 125/50 OR

UNDERCUT ANCHOR, HILTI

"ø STAINLESS STEEL2

"2

2"2

MIN MIN

1 E

S

SHORT LEG VERT

x 12" LONG4

SS L 5 x 3 x

"ø SS BOLT, TYP4

SS BOLTS

ø8

CLAMP WITH (2)

" SS PIPE4

" x 116

SS PIPE

A

SECTION

S-203SCALE: 3" = 1'-0"

B

SECTION

S-202SCALE: 3" = 1'-0"

C

SECTION

S-202SCALE: 3" = 1'-0"

E

SECTION

S-202" = 1'-0"4

SCALE:

D

SECTION

SCALE: 3" = 1'-0"

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-303

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

CHECKED:

REVIEWED:

DATE:

DATE:

SUB. APP.DESCRIPTION

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I

VI=

30-JAN-2025

SUBMITTED:

DESIGNED:

DRAWN:

REV.

APPROVED:

1 2 3 4 5 6 7

D

C

B

A

SECTIONS AND DETAILS 3

STRUCTURAL

No. 6152

E S

J

D E R

CH

S E E

L

BAT

Exp. 3-31-26

S T A

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RUCTUR

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

25-03

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025

"2

SHOWN ON PLAN

POST CONT WHERE

2"ø SCH 80 PIPE POST

2"ø SCH 80 PIPE RAIL, TYP

GRATING

BEAM

L

SEAL WELD

" CAP P WITH4

1 L "2

" x 38

P

TYP.

L

POST WITH U-BOLTS

KICK P, FASTEN TO

" x 4" CONT TOE4

" MIN.8

ELEVATION

PLAN

FRAMING PER PLAN

GRATING SUPPORT

WHERE SHOWN ON PLANS

MIDDLE SUPPORTS

GRATING CONT OVER

FASTENERS

36" MAX

EDGE DIST

CROSS BARS @ 4" OC, BANDED

" OC 16

BEARING BARS @ 1

" 8

STEEL BAR GRATING W/ 1"x

GALVANIZED WELDED

SERATED HOT DIP

FRICTION CLIPS

OTHER FASTENERS MAY BE

REQUIRED AT CORNERS, ALL

CLIPS WITH THRU BOLTS

SUPPORT FRAMING. SADDLE

CORNER AND MIN (2) ALONG

EXCEED 3'-0", MIN (1) AT EACH

FASTENER SPACING NOT TO H

O

L E

P A

T T

E R

N

BOTTOM OF PIPE

BOTTOM

OPEN "

BOLT, CENTER IN PIPE

" DIA. SS STOP

ROWS AS SHOWN.

AND HORIZONTAL, STAGGAR

" ON CENTER VERTICAL

1 AT 1

CONSISTS OF 1" DIA. HOLES

2. SENSOR HOLE PATTERN

STAGGAR AS SHOWN

ORTHOGONAL DIRECTION,

AT 12" OC AT EACH SIDE, IN EACH

" DIA. HOLES2

CONSISTS OF 2

1. VENT TUBE HOLE PATTERN

NOTES:

T

Y P

V

E N

T H

O L

E P

A T

T E

R N

S

E N

S O

R A

R E

A

T

Y P

B

DETAIL - STEEL GRATING

NTS

A

SECTION - RAILING

S-102, S-202" = 1'-0"2

SCALE: 1

I G

OI

L

N

T S

T A

E N

R E

S

T S

R E

E R

I G

FO SE

DE

RP

LA

FIO

E

CF

A

A

RO

S-304

JESSE BATCHELDER

REG. S.E. No. 6152

REG. S.E. No. 6152

JESSE BATCHELDER

REG. S.E. No. 4762

GUS PLATISJESSE BATCHELDER

REG. S.E. No. 6152

STATION REPLACEMENT

SHEET NO. REVISION DRAWING NO.

THINK SAFETY -

ACT SAFELY

CHECKED:

REVIEWED:

DATE:

DATE:

SUB. APP.DESCRIPTION

APPROVAL RECOMMENDED:

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

D E

P A

R T

M

E N T

OF WATER R

E S

O U

R C

E S

S T

A T E

OF CALIF

O R

N I

VI=

30-JAN-2025

SUBMITTED:

DESIGNED:

DRAWN:

REV.

APPROVED:

1 2 3 4 5 6 7

D

C

B

A

SECTIONS AND DETAILS 4

STRUCTURAL

C

4" PERFORATED SS PIPE HOLE PATTERN

SCALE: 1" = 1'-0"

No. 6152

E S

J

D E R

CH

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BAT

Exp. 3-31-26

S T A

L

RUCTUR

MANAGER, STRUCTURES SECTION I, REG. C.E. No. 69991

MANAGER, STRUCTURES BRANCH, REG. C.E. No. 37954

25-03

Docusign Envelope ID: 3639AC71-90D3-4451-8A5D-588F42B2D880

1/30/2025