25-01_-_Drawings.pdf

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

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PLOT DATE:10-FEB-2025

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REV.

SUB. APP.

DATE

DESCRIPTION

APPROVED: DATE:

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

AREA MAP

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 #

MAP

AREA

OROVILLE FIELD DIVISION

FRESNO

AQUEDUCT

BERNARDINO

SAN

FRANCISCO

SAN

SACRAMENTO

LOS ANGELES

LOCATION MAP

SAN DIEGO

C A L

IF

O R N

IA

OROVILLE FIELD DIVISION

DIVISION

SOUTHERN FIELD

SAN JOAQUIN FIELD DIVISION

SAN LUIS FIELD DIVISION

DELTA FIELD DIVISION

COASTAL BRANCH

N

STRUCTURE

SALINITY CONTROL

SUISUN MARSH

PROJECT SITE

OLD RIVER AT TRACY

PROJECT SITE

GRANT LINE CANAL

YARD

HOWARD ROAD

GRANT LINE CANAL

CLIFTON COURT RD

O L D R

IV

E R

FIN

CK R

D

T R

A C

Y B

L V

D

C A

L P

A C

K R

D

HOWARD RD

HWY 4

M

ID

D L E R

IV

E R

S A N

JO

A Q U

IN

R

IV

E R

I-

HWY 12

S A C R A

M E N T O R

IV

E R

G E O

R G

IA

N A S

L O

U G

H

HWY 12

SACRAM

ENTO

R

IV

ER

S A N J

O A Q U

IN

R

IV

E R

PROJECT SITE

MIDDLE RIVER

B L V

D

T R

A C

Y

I-205

I-

W. MATTHEWS RD

HWY 4

H W

Y

N

PROJECT SITE

COURT

CLIFTON

MANAGER, DESIGN

SPECIFICATION NO. 25-01

G-101

MIDDLE RIVER, OLD RIVER AND GRANT LINE CANAL

2025, 2026, AND 2027

TEMPORARY ROCK BARRIERS

00125-01

SOUTH DELTA STATE WATER FACILITIES

STATE WATER FACILITIES

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

E

D

C

B

A

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

LIST OF DRAWINGS

SHEET NO. DRAWING NO. DRAWING TITLE

GENERAL

LIST OF ABBREVIATIONS

LC

Ø

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

SUISUN MARSH SALINITY CONTROL STRUCTURE - VICINITY MAP, PLAN AND SECTIONC-401010

GRANT LINE CANAL - PROFILE, SECTION AND DETAILSC-302009

GRANT LINE CANAL - PLANC-301008

OLD RIVER AT TRACY - PROFILE, SECTION AND DETAILSC-202007

OLD RIVER AT TRACY - PLANC-201006

MIDDLE RIVER (1.0' WEIR RAISE) - PLAN, PROFILE AND SECTIONC-102005

MIDDLE RIVER - PLAN PROFILE AND SECTIONSC-101004

ACCESS PLANG-103003

LIST OF ABBREVIATIONS AND LIST OF DRAWINGS G-102002

COVER SHEET AND LOCATION MAP G-101001

WATER SURFACE ELEVATIONWSE ---------------

VERTICALVERT -------------

UPSTREAMU/S ----------------

TYPICALTYP ---------------

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

SAN JOAQUIN RIVERSJR ----------------

POUNDSLBS ----------------

OUTSIDE DIAMETERO.D. ---------------

NORTH AMERICAN VERTICAL DATUMNAVD -------------

NORTH AMERICAN DATUMNAD ---------------

NOT APPLICABLEN/A-----------------

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

MEAN LOWER LOW WATERMLLW -------------

MEAN HIGHER HIGH WATERMHHW ------------

LINEAR FEETLF ------------------

IRON POINTIP ------------------

HIGHWAYHWY---------------

HORIZONTALHORIZ ------------

FEETFT -----------------

ELEVATIONELEV --------------

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

EACHEA -----------------

DRAWINGDWG --------------

DOWN STREAMD/S ----------------

DIAMETER -------------

DEPARTMENT OF WATER RESOURCESDWR --------------

DEPARTMENTDEPT--------------

CORRUGATED METAL PIPECMP ---------------

CLEARCLR ---------------

CENTERLINE -----------------

APPROXIMATELYAPPROX ---------

ANGLE POINTAP -----------------

R E G I S T E R

ED

P

ROFESSION

L

E N G

IN

E

R

S T

A

TE OF CALIF

ORN

IA

A

HOANG LE

No. 75744

Exp. 6-30-26

CIVIL

G-102002

APP. OSFM #

LIST OF DRAWINGS

H. LE

25-01

TEMPORARY ROCK BARRIERS

SOUTH DELTA FACILITIES

LIST OF ABBREVIATIONS AND

2025, 2026, AND 2027

M. BUSH

D. TONEL

STAFF

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

VICTORIA CANAL

HWY. 4

CALPACK RD. TO WEST KLEIN RD.

CLIFTON COURT RD. TO

SOUTHSIDE ACCESS FROM

CALPACK RD.

WEST KLEIN RD.

GATE

PRIVATE

S T R

A C

Y B

L V

D

RIVER

MIDDLE

S. TRACY BLVD.

FROM S. TRACY BLVD.

NORTHSIDE ACCESS

HW

Y.

TRAPPER SLOUGH

MIDDLE RIVER ACCESS ROUTE

SCALE 1" : 2500'

0 2500

BARRIER

MIDDLE RIVER

N GRANT LINE CANAL ACCESS ROUTE

SCALE 1" : 2000'

0 2000

HOWARD RD.

HOWARD ROAD YARD

FROM GRAVEL ROAD

NORTHSIDE ACCESS

CLIFTON COURT RD.

TRACY BLVD.

GRAVEL HAUL ROAD

GRANT LINE CANAL

GRANT LINE CANAL BARRIER

N

NO SOUTHSIDE LEVEE ACCESS

OLD RIVER AT TRACY BOULEVARD ACCESS ROUTE

SCALE 1" : 2000'

0 2000

STAGING AREA

STOCKPILE AND FRAME

FINCK RD.

FINCK RD.

ACCESS FROM

NORTHSIDE

OLD RIVER

B E T H A N Y R

D

B Y R O

P

N D

RD.

HERDLYN

GRANT LINE CANAL

BARRIER

OLD RIVER AT TRACY

N

LEVEE ACCESS

NO SOUTHSIDE

E

D

C

B

A

$$$ms pltcfg file$$$

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:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

MIDDLE RIVER

R E G I S T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TE OF CALIF

No. 75744

Exp. 6-30-26

CIVIL

APP. OSFM #

H. LE

25-01

ACCESS PLAN

2025, 2026, AND 2027

M. BUSH

G-103003

D. TONEL

STAFF

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

5 6

1 2 3

1.5:1

1.5:1

1.

5:

1.

5:

OF BARRIERLC

LC OF BARRIER

L E

V E E R

O A

D

APPROX.

END ROCKFILL

STA. 12+48

ELEV. 5.3

(SEE NOTE 3 IN POINT TABLE)

ELEV. 10.89

E 6278204.562

N 2146547.236

" DWR BCM STAMPED "MRB-0"2

CONTROL POINT 1:

ELEV. 15.19

E 6278585.498

N 2146204.945

3/4" I.P. W/ DWR AP STAMPED "0328-5"

APPROX. 400' EAST OF BARRIER

CONTROL POINT 3:

APPROX.

BEGIN ROCKFILL

STA. 11+00

ELEV. 5.3

M

ID

D

L E

R

IV

E R

N

W E

S T

K L

E

IN

R O

A D

B

A

B

SECTION

SCALE 1" : 5' DWG. C-101, C-102

ELEV. 3.3

ELEV. -3.7

ELEV. 5.3

EXISTING STOCKPILE, SEE NOTE 5

ROCKFILL FROM

SEE NOTE 3

RAILING FOR ACCESS,

INSTALL CATWALK WITH

(E) STOCKPILE

3 U/S OF BARRIER AND 3 D/S, 6 TOTAL

(E) WARNING BUOYS TYP.,

ELEV. 15.81

E 6278202.20

N 2146216.77

ELEV. 10.62

E 6278207.72

N 2146556.72

0 10 20

A

SECTION

SCALE 1" : 5'

PLAN - MIDDLE RIVER

SCALE 1" : 20'

PROFILE - MIDDLE RIVER

SCALE 1" : 20'

0 2.5 5

0 5

0 10 20

ELEV. -8.0

SHEET NOTES

LC OF BARRIER

12'(E) CATWALK

(E) FLAP GATE

(E) 48" CMP

(E) CULVERT FRAME

TYP.

FLOATS,

BALL

(E) CATWALK, TYP.

LEVEE TOE

APPROXIMATE

LEVEE TOE

APPROXIMATE

POINT OF LEVEE

APPROXIMATE HINGE

POINT OF LEVEE

APPROXIMATE HINGE

POINT OF LEVEE

APPROXIMATE HINGE

SEE NOTE 8

TURBIDITY CURTAIN

2.5

BARRIER AND 3 D/S, 6 TOTAL

(E) WARNING BUOYS TYP., 3 U/S OF

CURTAINS AND ANCHORS UPON BARRIER COMPLETION.

FROM MOVING DOWNSTREAM. ADDITIONALLY, THE CONTRACTOR SHALL REMOVE THE

BE SHIFTED ALONG THE CHANNEL DURING CONSTRUCTION TO PREVENT TURBIDITY

ANCHORS (MAXIMUM ANCHOR SPACING IS 100 FEET). THE TURBIDITY CURTAINS SHALL

TYPE 2 TURBIDITY CURTAINS THAT ARE SECURED IN PLACE WITH 40-POUND DANFORTH

8. CONTRACTOR SHALL INSTALL APPROXIMATELY 140 FEET OF DEPARTMENT FURNISHED

DOWNSTREAM OF BARRIER CENTERLINE.

7. REPAIR LEVEE ROAD TO CONFORM TO EXISTING ROADWAY 75' UPSTREAM AND 75'

6. ALL WORK TO BE WITHIN CHAINLINK FENCE ENCLOSURE.

5. INSTALLED IN THE SPRING AND REMOVED IN THE FALL AS DIRECTED.

4. SEE G-103 FOR ACCESS ROUTE.

COMPLETE.

3. INSTALL DEPARTMENT FURNISHED CATWALK AFTER BARRIER CONSTRUCTION IS

2. FALL NOTCH: 10' WIDE, ELEV. 2.6, REMOVE ROCK FOR NOTCH IN FALL AS DIRECTED.

STOCKPILES ON THE WORK SITE.

1. CONTRACTOR SHALL EXCAVATE, TRANSPORT AND PLACE ROCKFILL FROM EXISTING

-10

-20

-10

-20

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00

E L

E V

A T

IO

N

F

T

E

D

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= Print.Styles 24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

SEE NOTE 2

FALL NOTCH,

CLOSURE

O F E S

S

IO

L

A

TE OF CALIF

A LAND

SUR

V E Y O

ANTHONY M SQUELLATI

No. 8627

ANCHOR, TYP.

(E) ABUTMENT

SEE NOTE 6

FENCE

(E) CHAIN LINK

TYP. OF 6

(E) FLAP GATE,

(E) ABUTMENT

SEE NOTE 6

FENCE

(E) CHAIN LINK

ACCESS, SEE NOTE 3

RAILING FOR

CATWALK WITH

FENCE

(E) CHAIN LINK LC

O

F

P

IP

E

WEST KLEIN ROAD

FLAP GATE, TYP.

(E) 48" Ø CMP WITH

10'

HINGE POINT

STA. 11+00

140'

FALL NOTCH, SEE NOTE 2

ELEV. 3.3

ELEV. -8.0

(E) CHANNEL PROFILE

2:1 2:1

TOP OF WEIR

WARNING LIGHTS, TYP. (E) WARNING SIGN, TYP.

ELEV. 5.3, TYP.

8'-0" TYP.

ROCKFILL FROM (E) STOCKPILE, SEE NOTE 5

FENCE

(E) CHAIN LINK

(E) ROCKFILL ABUTMENT

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

UNITS ARE IN U.S. SURVEY FOOT.

CSRC CGPS 2017.50 ELLIPSOID HEIGHTS.

NAVD88, AS DERIVED FROM APPLYING GEOID12B TO NAD83(2011)

ON THE NORTH AMERICAN VERTICAL DATUM OF 1988,

THE ELEVATIONS ESTABLISHED IN THIS SURVEY ARE BASED

BASIS OF BEARING AND COORDINATES

VERTICAL COORDINATE DATUM

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

SHOWN IN SURVEY CONTROL TABLE.

TO CONVERT TO GROUND DIVIDE BY COMBINED SCALE FACTOR

NETWORK. DISTANCES SHOWN HEREON ARE GRID,

VERTICALLY TO ESTABLISH THE COMPONENTS OF THIS CONTROL

CONTROL TABLE, WHICH WERE CONSTRAINED HORIZONTALLY &

ARE BASED ON THE SEVEN CSRC CGPS POINTS LISTED IN SURVEY

1983 (CCS83) ZONE 3, U.S. SURVEY FOOT. COORDINATES SHOWN

EPOCH 2017.50, CALIFORNIA STATE PLANE COORDINATE SYSTEM

NORTH AMERICAN DATUM 1983, NAD83(2011) CSRC CGPS

COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE

SURVEY CONTROL ACCURACY

REPORT

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.070 US FEET

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

95% CONFIDENCE LEVEL: 0.035 US FEET

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT

AND § 8890-8902 HEIGHTS.

GEODETIC DATUMS, § 8870- 8880 GEODETIC COORDINATES,

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

SURVEYORS’’ACT), AND THE CALIFORNIA PUBLIC RESOURCES

BUSINESS AND PROFESSIONS CODE §8700-8805 (LAND

ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION IN

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES WERE

PROFESSIONAL LAND SURVEYOR'S STATEMENT

MAY 14, 2019.

COMPLETE PROJECT SURVEY CONTROL REPORT, DATED

GEO-19-0008 ROCK BARRIER CONTROL RESURVEY FOR

SEE DEPARTMENT OF WATER RESOURCES SURVEY REQUEST

NOTE

MONUMENT PRESERVATION

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 POINT TABLE

BRANCH PRIOR TO CONSTRUCTION.

(3) = MONUMENT WAS FOUND DISTURBED ON 2/6/2025 AND WILL BE RE-ESTABLISHED BY DWR'S GEOMATICS

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

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

NOTES:

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

N48° 03'31

"W 5 12.1

3' (T

IE)

N44°05'07"E 566.50' (TIE)

N °1

'0 "E

.7

T

IE

18'-0"

ANY CONSTRUCTION OCCURS.

TO VARIFY THE ACCURACIES ARE ACCEPTABLE FOR DESIGN BEFORE

UNDER THE DIRECTION OF A CALIFORNIA LICENSED LAND SURVEYOR

BELOW WATER BATHYMETRIC MAPPING NEED TO BE FIELD SURVEYED

SURVEY CONTROL, ABOVE WATER TOPOGRAPHIC MAPPING AND

COMPILED FROM VARIOUS SOURCES OVER THE PAST SIX YEARS. ALL

BELOW WATER BATHYMETRIC MAPPING WERE COLLECTED AND

THE SURVEY CONTROL, ABOVE WATER TOPOGRAPHIC MAPPING AND

TOPOGRAPHIC MAPPING, BATHYMETRY AND SURVEY CONTROL STATEMENT

R

EG

IS

TE

RE

D

PROFESSION

L ENG

IN

ER

STATE OF CALIF

ORNI

No. 75744

Exp. 6-30-26

CIVIL

M. BUSH

H. LE

C-10125-01

APP. OSFM #

MIDDLE RIVER

PLAN, PROFILE, AND SECTIONS

STAFF

ELEV. 15.31

E 6277810.434 N 2146140.319

3/4" I.P. W/ DWR AP STAMPED "03-28-4"

APPROX. 400' WEST OF BARRIER

CONTROL POINT 2:

(E) WARNING SIGN, TYP.

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

2/10/2025

-20

-10

-20

-10

11+00 11+5010+00 10+50 12+00 13+50 14+0012+50 13+00

-20

-10

-20

-10

11+00 11+5010+00 10+50 12+00 13+50 14+0012+50 13+00

1.5:1 1.

5:

F B

A R

R

IE

R

LC

WEST KLEIN ROAD

(E) FLAP GATE , TYP.

48" Ø CMP WITH

BOTTOM OF MIDDLE RIVER

2:1 2:1

ELEV. 5.3, TYP.

(E) WARNING SIGN, TYP.

LC

O

F

P

IP

E

ELEV. 4.3

ELEV. -8.0

L E

V E E R

O A

D

APPROX.

END ROCKFILL

STA. 12+48

ELEV. 5.3

APPROX.

BEGIN ROCKFILL

STA. 11+00

ELEV. 5.3

M

ID

D

L E

R

IV

E R

N

W E

S T

K L

E

IN

R O

A D

A

ELEV. 4.3

HINGE POINT

STA. 11+00

SEE NOTE 5

RAILING FOR ACCESS,

INSTALL CATWALK WITH

(E) STOCKPILE

(E) WARNING SIGN, TYP.

3 U/S OF BARRIER AND 3 D/S, 6 TOTAL

(E) WARNING BUOYS TYP.,

SEE NOTE 4

FALL NOTCH,

SEE NOTE 4

FALL NOTCH, LIGHTS, TYP.

WARNING

ACCESS, SEE NOTE 5

RAILING FOR

CATWALK WITH

BARRIER AND 3 D/S, 6 TOTAL

(E) WARNING BUOYS TYP., 3 U/S OF

CLOSURE

ELEV. 10.62

E 6278207.72

N 2146556.72

A

SECTION

SCALE 1" : 5'

0 10 20

0 10 20

WEIR BEFORE RAISE, SEE DWG. C-101

PLAN - MIDDLE RIVER 1.0' WEIR RAISE

SCALE 1" : 20'

PROFILE - MIDDLE RIVER 1.0' WEIR RAISE

SCALE 1" : 20'

INSTALL AS DIRECTED

TOP OF RAISED WEIR,

WEIR BEFORE RAISE, SEE C-101

RAISED WEIR

TOP OF

E L

E V

A T

IO

N

F

T

52.50

LC OF BARRIER

ELEV. -8.0

ELEV. 15.81

E 6278202.20

N 2146216.77

144'

10'

15'

B

C-101

TYP.

FLOATS,

BALL

TYP. OF 6

(E) FLAP GATE,

(E) CATWALK, TYP.

LEVEE TOE

APPROXIMATE

POINT OF LEVEE

APPROXIMATE HINGE

POINT OF LEVEE

APPROXIMATE HINGE

POINT OF LEVEE

APPROXIMATE HINGE

LEVEE TOE

APPROXIMATE

NOTES

MONTHS.

9. WEIR RAISE WILL BE AS DIRECTED IN THE SUMMER

8. ALL WORK TO BE WITHIN CHAINLINK FENCE ENCLOSURE.

DIRECTED.

7. INSTALLED IN THE SPRING AND REMOVED IN THE FALL AS

6. SEE G-103 FOR ACCESS ROUTE.

BARRIER CONSTRUCTION IS COMPLETE.

5. INSTALL DEPARTMENT FURNISHED CATWALK AFTER

NOTCH IN FALL AS DIRECTED.

4. FALL NOTCH: 10' WIDE, ELEV. 2.6, REMOVE ROCK FOR

SITE.

ROCKFILL FROM EXISTING STOCKPILES ON THE WORK

3. CONTRACTOR SHALL EXCAVATE, TRANSPORT AND PLACE

INFORMATION AND STATEMENTS.

2. VERTICAL DATUM: SEE SHEET C-101 FOR SURVEY CONTROL

INFORMATION AND STATEMENTS.

1. HORIZONTAL DATUM: SEE SHEET C-101 FOR SURVEY CONTROL

E

D

C

B

A

$$$ms pltcfg file$$$

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:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

FENCE

(E) CHAIN LINK

FENCE

(E) CHAIN LINK

SEE NOTE 8

FENCE

(E) CHAIN LINK

(E) ABUTMENT

(E) ABUTMENT

SEE NOTE 8

FENCE

(E) CHAIN LINK

(E) STOCKPILE, SEE NOTE 7

ROCKFILL FROM

ROCKFILL FROM (E) STOCKPILE, SEE NOTE 7(E) ROCK

I S T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TE OF CALIF

No. 75744

Exp. 6-30-26

CIVIL

R G

E

M. BUSH

H. LE

C-10225-01

MIDDLE RIVER

PLAN, PROFILE, AND SECTION

(1.0' WEIR RAISE)

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

9 7 6 5 3 2 18 4

9+

SHEET NOTES

:1

:1

:1

:1

O L

D R

IV

E

R

A C

C E S S R

O A

D

N O

R T

H L

E V E E A

C C

E S S R

O A

D

AND PAD, TYP.

BETWEEN MATS

1' CLR.

2:

2:

:1

:1

(RAMP DETAIL)

2:1

2:1

RAMP TO BOAT RAMP, TYP.

SLOPE TRANSITION FROM MAIN

ANCHORS

DOCK

ANCHORS

DOCK

2:1

2:1

NOTE 4

WEIR, SEE

FALL NOTCH IN

TYP.

FLOATS,

BALL

TYP. OF 3

(6'X20')

DOCKS

SEE NOTE 6

NORTH LEVEE ROAD,

ELEV. 6.4

STA. 12+65

END ROCKFILL

APPROX.

DOCKS (6'X20'), TYP. OF 3

CONTROL POINT 1:

TYP.

WARNING SIGN,

TYP. OF 3

(6'X 20'), DOCKS,

A

C-202

ELEV. 17.6

STA. 10+00

MATS

ARTICULATING

BEGIN

APPROX.

ELEV. 16.49

E 6260498.072

N 2119337.891

STAMPED "ORBA1"

" IP W/ DWR AP,4

STA. 9+60.5

N

TOTAL (SEE NOTE 5)

MATS 8'X30' TYP., 29

ARTICULATING CONCRETE

0 7.5 15

PLAN - OLD RIVER AT TRACY

SCALE 1" : 15'

2000' FROM BARRIER SITE

ROCK STOCKPILE APPROX.

C-202

SEE NOTE 1

TYP. OF 9.

AND FLAP GATES,

CMP, FRAMES,

LC OF BARRIER

AT BOAT RAMPS

UNDERWATER PAD, TYP.

22'X 60'

95'

ELEV. 17.76

E 6260691.615

N 2119124.936

3/4" I.P. W/ DWR AP

APPROX. 260' SOUTHEAST OF BARRIER

CONTROL POINT 3:

LEVEE TOE

APPROXIMATE

LEVEE TOE

APPROXIMATE

POINT OF LEVEE

APPROXIMATE HINGE

POINT OF LEVEE

APPROXIMATE HINGE

SEE NOTE 9

TURBIDITY CURTAIN

E

D

C

B

A

$$$ms pltcfg file$$$

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:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

O F E S

S

IO

A

TE OF CALIF

V E Y O

ANTHONY M SQUELLATI

No. 8627

ANCHOR, TYP.

CURTAINS AND ANCHORS UPON BARRIER COMPLETION.

DOWNSTREAM. ADDITIONALLY, THE CONTRACTOR SHALL REMOVE THE

DURING CONSTRUCTION TO PREVENT TURBIDITY FROM MOVING

FEET). THE TURBIDITY CURTAINS SHALL BE SHIFTED ALONG THE CHANNEL

WITH 40-POUND DANFORTH ANCHORS (MAXIMUM ANCHOR SPACING IS 100

FURNISHED TYPE 2 TURBIDITY CURTAINS THAT ARE SECURED IN PLACE

9. CONTRACTOR SHALL INSTALL APPROXIMATELY 140 FEET OF DEPARTMENT

8. INSTALLED IN THE SPRING AND REMOVED IN THE FALL AS DIRECTED.

7. SEE G-103 FOR ACCESS ROUTE.

UPSTREAM AND 75' DOWNSTREAM OF BARRIER CENTERLINE, AS DIRECTED.

6. NORTH LEVEE ROAD TO BE REPAIRED TO CONFORM TO EXISTING ROADWAY 75'

ROCK BEDDING PRIOR TO ARTICULATING CONCRETE MAT PLACEMENT.

" CRUSH4

5. MAIN RAMP AND BOAT RAMPS TO BE TOPPED W/ APPROXIMATELY 6" OF

4. FALL NOTCH 10' WIDE, ELEV. 2.9', REMOVE ROCK FOR NOTCH IN FALL AS DIRECTED.

DIRECTED.

" CRUSHED ROCK AND OTHER MATERIALS AS 4

3. IMPORT MATERIALS SUCH AS

STOCKPILES ON THE WORK SITE.

2. CONTRACTOR SHALL EXCAVATE, TRANSPORT AND PLACE ROCKFILL FROM EXISTING

SIGNS, ARTICULATING CONCRETE MATS AND OTHER ACCESSORIES AS DIRECTED.

CORRUGATED METAL PIPES (CMP), FLAP GATES, PIPE FRAMES, ACCESS PLATFORMS,

1. CONTRACTOR SHALL INSTALL DEPARTMENT FURNISHED STRUCTURES TO INCLUDE:

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

UNITS ARE IN U.S. SURVEY FOOT.

CSRC CGPS 2017.50 ELLIPSOID HEIGHTS.

NAVD88, AS DERIVED FROM APPLYING GEOID12B TO NAD83(2011)

ON THE NORTH AMERICAN VERTICAL DATUM OF 1988,

THE ELEVATIONS ESTABLISHED IN THIS SURVEY ARE BASED

BASIS OF BEARING AND COORDINATES

VERTICAL COORDINATE DATUM

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

SHOWN IN SURVEY CONTROL TABLE.

TO CONVERT TO GROUND DIVIDE BY COMBINED SCALE FACTOR

NETWORK. DISTANCES SHOWN HEREON ARE GRID,

VERTICALLY TO ESTABLISH THE COMPONENTS OF THIS CONTROL

CONTROL TABLE, WHICH WERE CONSTRAINED HORIZONTALLY &

ARE BASED ON THE SEVEN CSRC CGPS POINTS LISTED IN SURVEY

1983 (CCS83) ZONE 3, U.S. SURVEY FOOT. COORDINATES SHOWN

EPOCH 2017.50, CALIFORNIA STATE PLANE COORDINATE SYSTEM

NORTH AMERICAN DATUM 1983, NAD83(2011) CSRC CGPS

COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE

SURVEY CONTROL ACCURACY

REPORT

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.070 US FEET

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

95% CONFIDENCE LEVEL: 0.035 US FEET

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT

AND § 8890-8902 HEIGHTS.

GEODETIC DATUMS, § 8870- 8880 GEODETIC COORDINATES,

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

SURVEYORS’’ACT), AND THE CALIFORNIA PUBLIC RESOURCES

BUSINESS AND PROFESSIONS CODE §8700-8805 (LAND

ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION IN

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES WERE

PROFESSIONAL LAND SURVEYOR'S STATEMENT

MAY 14, 2019.

COMPLETE PROJECT SURVEY CONTROL REPORT, DATED

GEO-19-0008 ROCK BARRIER CONTROL RESURVEY FOR

SEE DEPARTMENT OF WATER RESOURCES SURVEY REQUEST

MONUMENT PRESERVATION

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

ANY CONSTRUCTION OCCURS.

TO VARIFY THE ACCURACIES ARE ACCEPTABLE FOR DESIGN BEFORE

UNDER THE DIRECTION OF A CALIFORNIA LICENSED LAND SURVEYOR

BELOW WATER BATHYMETRIC MAPPING NEED TO BE FIELD SURVEYED

SURVEY CONTROL, ABOVE WATER TOPOGRAPHIC MAPPING AND

COMPILED FROM VARIOUS SOURCES OVER THE PAST SIX YEARS. ALL

BELOW WATER BATHYMETRIC MAPPING WERE COLLECTED AND

THE SURVEY CONTROL, ABOVE WATER TOPOGRAPHIC MAPPING AND

SURVEY CONTROL STATEMENT

TOPOGRAPHIC MAPPING, BATHYMETRY AND

NOTE

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

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

NOTES:

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

SURVEY CONTROL POINT TABLE

N75°56'51"E 332.29' (TIE)

N °1

5' "W .7 7' (T

IE

N23°41'02"E 320.64' (TIE)

OF LEVEE

HINGE POINT

APPROXIMATE

R

EG

IS

TE

RE

D

PROFESSION

L ENG

IN

No. 75744

Exp. 6-30-26

CIVIL

ELEV. 6.4

STA. 10+78

MATS / START ROCKFILL

ARTICULATING

APPROX. END

BEARING: S24° 55' 17.4"E

OFFSET: 24.8'

STA. 10+75.4

BOAT RAMP

APPROX. START OF

BEARING: S72° 15' 56.2"W

OFFSET: 24.8'

STA. 10+75.4

BOAT RAMP

APPROX. START OF

M. BUSH

C-20125-01

OLD RIVER AT TRACY

PLAN

ELEV. 13.18

E 6260369.273 N 2119044.253

STAMPED "ORBA2"

3/4" I.P. W/ DWR AP,

STA 12+81

CONTROL POINT 2:

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

2/10/2025

-5

-10

-15

-5

-10

-15

9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00

NOTES

ELEV. -3.6 INVERT OF CULVERT

ELEV. 0.4 TOP OF CULVERT

ARTICULATING MATS

CULVERT FRAME 32,000 EA.

7,300 EA.

2,000 EA.

7,500 EA.

4,500

DOCK ANCHORS 900 EA.

DOCKS

WEIGHT TABLE (LBS.)

6.5:1 SLOPE ENDS

ELEV. 6.4

CONCRETE MATS/TOP OF BARRIER,

BOTTOM OF ARTICULATING

E D

G E

O F

F R

A M

E

S T

A

ELEV. 4.4

ELEV. 6.4

:1

TOP OF BARRIER ELEV. 6.4

6.5:1

:1

M A

IN

R

A M

P

C O

N C

R E

T E

M A

T S

S T

A R

T A

R T

IC

U

L A

T

IN

G

A

M A

IN

R

A M

P

C O

N C

R E

T E

M A

P S

E N

D A

R T

IC

U

L A

T

IN

G

A

S T

A R

T O

F W

E

IR

S T

A

E N

D W

E

IR

S T

A

E N

D B

A R

R

IE

R

S T

A

H

IN

G E

P O

IN

T

S T

A

FRAMES, TYP.

1' BETWEEN PIPE

SLOPE TRANSITION

NOT REMOVE

BARRIER LOCATION, DO

ARMORED LEVEE AT

CONCRETE MATS

ARTICULATING

CMP, 9 TOTAL

TYP.

2:1

ORIGINAL LEVEE

ARMORED LEVEE

15' MIN. CLEAR OF

SIGNS, TYP.

WARNING

2:1

M.H.H.W. ELEV. 5.4

ELEV. 4.4

WEIR

2:1

M.L.L.W. ELEV. 1.4

ELEV. 6.4

TOP OF PAD

CMP INVERT

PAD BASE

FLAP GATE

WARNING SIGN

CULVERT FRAME

PLATFORM

CATWALK & ACCESS

NOTE 2

FALL NOTCH, SEE

LINE, TYP.

TRANSITION

SLOPE

BLOCKS

ARTICULATING CONCRETE MAT

RAMPS, FILL WITH LOOSE

SLOPE TRANSITION TO BOAT

NOTE 3

PAD SEE

UNDERWATER

FLOW

48" CMP, 9 TOTAL

ROCK FILL60'

BARRIER

LC

BACKFILL DETAIL

" CRUSHED ROCK, SEE 4

6'6'

SEE NOTE 3

" CRUSHED ROCK PAD, 4

" CRUSHED ROCK BACKFILL AROUND CULVERTS4

(UNDERWATER)

AROUND CULVERT

ROCK BACKFILL

" CRUSHED 4

" CRUSHED ROCK4

ELEV. -4.6 TOP OF PAD,

" CRUSHED ROCK4

ELEV. -5.6 PAD BASE,

48" CMP

" CRUSHED ROCK4

CULVERT,

1' MIN. COVER FROM TOP OF

LC

BLOCKS

LOOSE CONCRETE MAT

BOAT RAMPS, FILL WITH

SLOPE TRANSITION TO

FOR CLARITY

FRAME NOT SHOWN

WINCH/CATWALK

LC OF BARRIER

MATS

PLACING ARTICULATING CONCRETE

RAMPS UNTIL SMOOTH PRIOR TO

" CRUSHED ROCK ON MAIN4

PLACE LEVEE ROAD

NORTH

3 TOTAL

PLATFORMS,

CATWALK ACCESS

A

SECTION

SCALE 1" : 5' DWG. C-201

PROFILE

VERT SCALE 1" : 10'

DWG. C-201HORIZ SCALE 1" : 20'

OF

0 5 10 0 10 20

0 2.5 5

CULVERT FRAME

CULVERT FRAME

(NOT SHOWN)

MAT SPREADER BAR

BACKFILL DETAIL

SCALE: NTS

16'-6"

22'-0"

2'

2'

RAMP DETAIL

SCALE 1" : 10' DWG. C-201

3 TOTAL, SEE NOTE 3

CULVERT FRAMES,

0 5 10

ELEV. 1.4

ROCK BACKFILL

" CRUSHED 4

ELEV. -8

CHANNEL INVERT,

75'

CHANNEL INVERT, ELEV. -8

ELEV. -5.6E

L

E V

A T

IO

N

F

T

BUCKET.

AND TAMPED WITH AN EXCAVATOR

CRUSHED ROCK PAD TO BE LEVELED

" 4

PAD PRIOR TO PLACING FRAMES.

3. PLACE UNDERWATER CRUSHED ROCK

DIRECTED.

REMOVE ROCK FOR NOTCH IN FALL AS

2. FALL NOTCH 10' WIDE, ELEV. 2.9',

INFORMATION AND STATEMENTS.

FOR SURVEY CONTROL

SEE SHEET C-201 1.VERTICAL DATUM:

E

D

C

B

A

$$$ms pltcfg file$$$

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:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

STOCKPILES

ROCKFILL FROM (E)

ROCKFILL FROM (E) STOCKPILES AS REQUIRED

ROCKFILL FROM (E) STOCKPILES

(E) GROUND SURFACE

STOCKPILE AS NEEDED

ROCKFILL FROM (E)

STOCKPILE AS NEEDED

ROCKFILL FROM (E)

R E G I S T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TE OF CALIF

No. 75744

Exp. 6-30-26

CIVIL

M. BUSH

C-20225-01

OLD RIVER AT TRACY

PROFILE, SECTION, AND DETAILS

28'34'

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

6 5 4 3 2 1

NOTES

:1

:1

G R

A N

T L

IN

E

C A

N A

L

:1

:1

(RAMP DETAIL)

DENSE VEGETATION

DOCK ANCHORS, TYP.

N O

R T

H L

E V E E R

O A

D

SIGNS, TYP.

WARNING

:1

:1

ELEV. 22.5

STA. 10+30

BEGIN ROCKFILL

APPROX.

BARRIER

LC OF

S O

U T

H L

E V

E E

R O

A D

N

O A

C C

E S

S

POINT TABLE)

(SEE NOTE 3 IN

ELEV. 21.87

E 6287764.53

N 2122576.82

STAMPED "GLC 5.5R 09-31"

" IP W/ DWR AP, 4

STA. 9+92,

CONTROL POINT 2:

MATS 8'X30' TYP., 35 TOTAL

ARTICULATING CONCRETE

TYP. OF 3

DOCKS, (6'X20'),

CLOSURE

BARRIER

TEMPORARY

LIMITS OF

APPROX.

TYP. OF 3

DOCKS, (6'X 20'),

(E) BARRIER

A

C-302

D/S, 6 BUOYS TOTAL

U/S OF BARRIER AND 3

(E) WARNING BUOY, 3

0 12.5 25AT HOWARD YARD

2.5 MI. FROM BARRIER SITE

ROCK STOCKPILE APPROX.

N

PLAN - GRANT LINE CANAL

SCALE 1" : 25'

ELEV. 3.3

STA. 12+55

END ROCKFILL

APPROX.

C-302

TREE, TYP.

VEGETATION, TYP.

LIMIT OF

VEGETATION, TYP.

LIMIT OF

VEGETATION, TYP.

LIMIT OF

(E) CAMERA POLE

TYP. AT BOAT RAMPS

UNDERWATER PAD,

22'X60'

BEARING: S49° 23' 13.2"E

OFFSET: 24.8'

STA. 11+27.4

BOAT RAMP

APPROX. START OF

BEARING: S47° 48' 0.0"W

OFFSET: 24.8'

STA. 11+27.4

BOAT RAMP

APPROX. START OF

RAMP TO BOAT RAMP, TYP.

SLOPE TRANSITION FROM MAIN

TYP.

BALL FLOATS,

CLARITY

SHOWN FOR

PLATFORM NOT

TOP OF

B

C-302

ELEV. 22.47

E 6287451.909

N 2122553.585

3/4" I.P. W/ DWR AP

APPROX. 310' WEST OF BARRIER

CONTROL POINT 1:

LEVEE TOE

APPROXIMATE

LEVEE TOE

APPROXIMATE

LEVEE

HINGE POINT OF

APPROXIMATE

POINT OF LEVEE

APPROXIMATE HINGE

E

D

C

B

A

$$$ms pltcfg file$$$

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:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

O F E S

S

IO

A

TE OF CALIF

V E Y O

ANTHONY M SQUELLATI

No. 8627

SEE NOTE 8

TURBIDITY CURTAIN

ANCHOR, TYP.

BARRIER COMPLETION.

ADDITIONALLY, THE CONTRACTOR SHALL REMOVE THE CURTAINS AND ANCHORS UPON

THE CHANNEL DURING CONSTRUCTION TO PREVENT TURBIDITY FROM MOVING DOWNSTREAM.

(MAXIMUM ANCHOR SPACING IS 100 FEET). THE TURBIDITY CURTAINS SHALL BE SHIFTED ALONG

TURBIDITY CURTAINS THAT ARE SECURED IN PLACE WITH 40-POUND DANFORTH ANCHORS

8. CONTRACTOR SHALL INSTALL APPROXIMATELY 180 FEET OF DEPARTMENT FURNISHED TYPE 2

DOWNSTREAM OF BARRIER CENTERLINE.

7. REPAIR LEVEE ROAD TO CONFORM TO EXISTING ROADWAY 75' UPSTREAM AND 75'

6. INSTALLED IN THE SPRING AND REMOVED IN THE FALL AS DIRECTED.

5. SEE G-103 FOR ACCESS ROUTE.

4. FALL NOTCH, REMOVE ONE FLASHBOARD EACH SIDE OF STRUCTURE AS DIRECTED.

" CRUSHED ROCK AND OTHER MATERIALS AS DIRECTED.4

3. IMPORT MATERIALS SUCH AS

STOCKPILES ON THE WORK SITE.

2. CONTRACTOR SHALL EXCAVATE, TRANSPORT AND PLACE ROCKFILL FROM EXISTING

DOCKS, SIGNS, ARTICULATING CONCRETE MATS, AND OTHER ACCESSORIES AS DIRECTED.

1. CONTRACTOR SHALL INSTALL DEPARTMENT FURNISHED STRUCTURES TO INCLUDE: BOAT

D/S, 6 BUOYS TOTAL

U/S OF BARRIER AND 3

(E) WARNING BUOY, 3

6 TOTAL

(E) FLAP GATES,

(6 TOTAL)

(E) CULVERTS

48"Ø 12GA. CMP

SEE NOTE 4

STRUCTURE,

(E) FLASHBOARD

N '5 "E

.4

' (T

IE

BRANCH PRIOR TO CONSTRUCTION.

(3) = MONUMENT WAS FOUND DISTURBED ON 2/6/2025 AND WILL BE RE-ESTABLISHED BY DWR'S GEOMATICS

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

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

NOTES:

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

SURVEY CONTROL POINT TABLE

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

UNITS ARE IN U.S. SURVEY FOOT.

CSRC CGPS 2017.50 ELLIPSOID HEIGHTS.

NAVD88, AS DERIVED FROM APPLYING GEOID12B TO NAD83(2011)

ON THE NORTH AMERICAN VERTICAL DATUM OF 1988,

THE ELEVATIONS ESTABLISHED IN THIS SURVEY ARE BASED

BASIS OF BEARING AND COORDINATES

VERTICAL COORDINATE DATUM

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

SHOWN IN SURVEY CONTROL TABLE.

TO CONVERT TO GROUND DIVIDE BY COMBINED SCALE FACTOR

NETWORK. DISTANCES SHOWN HEREON ARE GRID,

VERTICALLY TO ESTABLISH THE COMPONENTS OF THIS CONTROL

CONTROL TABLE, WHICH WERE CONSTRAINED HORIZONTALLY &

ARE BASED ON THE SEVEN CSRC CGPS POINTS LISTED IN SURVEY

1983 (CCS83) ZONE 3, U.S. SURVEY FOOT. COORDINATES SHOWN

EPOCH 2017.50, CALIFORNIA STATE PLANE COORDINATE SYSTEM

NORTH AMERICAN DATUM 1983, NAD83(2011) CSRC CGPS

COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE

SURVEY CONTROL ACCURACY

REPORT

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.070 US FEET

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

95% CONFIDENCE LEVEL: 0.035 US FEET

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT

AND § 8890-8902 HEIGHTS.

GEODETIC DATUMS, § 8870- 8880 GEODETIC COORDINATES,

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

SURVEYORS’’ACT), AND THE CALIFORNIA PUBLIC RESOURCES

BUSINESS AND PROFESSIONS CODE §8700-8805 (LAND

ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION IN

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES WERE

PROFESSIONAL LAND SURVEYOR'S STATEMENT

MAY 14, 2019.

COMPLETE PROJECT SURVEY CONTROL REPORT, DATED

GEO-19-0008 ROCK BARRIER CONTROL RESURVEY FOR

SEE DEPARTMENT OF WATER RESOURCES SURVEY REQUEST

MONUMENT PRESERVATION

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

ANY CONSTRUCTION OCCURS.

TO VARIFY THE ACCURACIES ARE ACCEPTABLE FOR DESIGN BEFORE

UNDER THE DIRECTION OF A CALIFORNIA LICENSED LAND SURVEYOR

BELOW WATER BATHYMETRIC MAPPING NEED TO BE FIELD SURVEYED

SURVEY CONTROL, ABOVE WATER TOPOGRAPHIC MAPPING AND

COMPILED FROM VARIOUS SOURCES OVER THE PAST SIX YEARS. ALL

BELOW WATER BATHYMETRIC MAPPING WERE COLLECTED AND

THE SURVEY CONTROL, ABOVE WATER TOPOGRAPHIC MAPPING AND

SURVEY CONTROL STATEMENT

TOPOGRAPHIC MAPPING, BATHYMETRY AND

NOTE

5 6 72 3 41

R

EG

IS

TE

RE

D

PROFESSION

L ENG

IN

No. 75744

Exp. 6-30-26

CIVIL

M. BUSH

C-30125-01

GRANT LINE CANAL

PLAN

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

-5

-10

-15

-20

-5

-10

-15

-20

UPSTREAM ACCESS

BOAT RAMP FOR FREE

BOATERS MAY USE

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

DANGER

ROCK BARRIER

SPILLWAY

DANGER

ROCK BARRIER

SPILLWAY

UPSTREAM ACCESS

BOAT RAMP FOR FREE

BOATERS MAY USE

NOTES

6:1

WEIR ELEV. 3.3

:1

:1

M A

IN

R

A M

P

C O

N C

R E

T E

M A

T S

S T

A R

T A

R T

IC

U

L A

T

IN

G

S T

A

APPROX. LIMITS OF TEMPORARY BARRIER CLOSURE

ELEV. 6.3

CONCRETE MATS

ARTICULATING

INVERT ELEV. -4.2

(E) CULVERT,

2:1 TYP.

TYP.

WARNING SIGNS,

BOAT RAMPS

SLOPE TRANSITION TO

ROAD

SOUTH LEVEE LEVEE ROAD

NORTH

2:1 2:1

6' 6'

6:1 SLOPE ENDS

BARRIER, ELEV. 6.3

CONCRETE MATS/TOP OF

BOTTOM OF ARTICULATING

2'

2'

ELEV. 6.3 (TOP OF BARRIER)

ELEV. 3.3 (WEIR)

ROCK FILL

LINE, TYP.

SLOPE TRANSITION

BLOCKS

LOOSE CONCRETE MAT

BOAT RAMPS, FILL WITH

SLOPE TRANSITION TO

S T

A R

T O

F W

E

IR

S T

A

E N

D W

E

IR

S T

A

S T

A

S T

A

L E

V E

E H

IN

G

E P

O

IN

T

S T

A

L E

V E

E H

IN

G

E P

O

IN

T

S T

A

B A

R R

IE

R

H

IN

G E

P O

IN

T

S T

A

E N

D M

A

IN

:1

R A

M P

S T

A

E N

D T

R A

N S

IT

IO

N

S T

A

BLOCKS

ARTICULATING CONCRETE MAT

RAMPS, FILL WITH LOOSE

SLOPE TRANSITION TO BOAT

DOCK SECTIONS

DOCK ANCHORS

7,500 EA.

4,500

2,000 EA.

900 EA.

24' WEIR WIDTH

BARRIER

OF

LC

ELEV. -13.5

CHANNEL INVERT,

WARNING SIGN

DEPT. FURNISHED

16'-6"

ELEV. -13.5

CHANNEL INVERT

A

SECTION

SCALE 1" : 10' DWG. C-301

RAMP DETAIL

SCALE 1" : 10' DWG. C-301

OF BARRIER LC

0 15 300 7.5 15

T Y

P

TYP.

'-0

TY

P

PROFILE - GRANT LINE CANAL

1" : 15' VERT SCALE:

DWG. C-301HORIZ SCALE: 1" : 30'

0 5 10

0 5 10

E L

E V

A T

IO

N

F

T

CONCRETE MATS

ARTICULATING

(NOT SHOWN)

MAT SPREADER BAR

WEIGHT TABLE (LBS.)

FLOW

ARTICULATING CONCRETE MATS

RAMPS UNTIL SMOOTH PRIOR TO PLACING

" CRUSHED ROCK ON MAIN4

PLACE 6" OF

125'

2:1 2:1

B

SECTION

SCALE 1" : 10' DWG. C-301

0 5 10

ELEV. 3.3 (WEIR)

(E) CULVERT FRAME

STRUCTURE AS DIRECTED.

FLASHBOARD EACH SIDE OF

2. FALL NOTCH, REMOVE ONE

INFORMATION AND STATEMENTS.

FOR SURVEY CONTROL

SEE SHEET C-301 1. VERTICAL DATUM:

E

D

C

B

A

$$$ms pltcfg file$$$

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:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

FLOW

(E) CATWALK

(E) FLAP GATE

(E) 48" CMP, 6 TOTAL

(E) ELEV. 6.3

NOTE 2

SEE

STRUCTURE,

(E) FLASHBOARD

(E) LEVEE

INVERT ELEV. 1.3

(E) FLASHBOARD STRUCTURE

(E) GROUND SURFACE

ROCKFILL FROM (E) STOCKPILES

(E) ROCK

STOCKPILES

ROCKFILL FROM (E)

(E) ROCKFILL

R E G I S T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TE OF CALIF

No. 75744

Exp. 6-30-26

CIVIL

M. BUSH

C-30225-01

GRANT LINE CANAL

PLAN, SECTION, AND DETAILS

D. TONEL

STAFF

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025

NOTES

TO BE USED.

STRUCTURE; SPUDS OR ANCHORS ARE

MARSH SALINITY CONTROL

TIE OFF TO ANY PART OF THE SUISUN

4. BARGE CRANE AND TUG SHALL NOT

INSTALLATION.

FLASHBOARD SLOT PRIOR TO

3. DIVERS ARE REQUIRED TO CLEAN

FLOATING BARGE CRANE.

INSTALLED/REMOVED USING A

2. FLASHBOARDS TO BE

LOCATION AS DIRECTED.

STRUCTURE AND PLACE AT STORAGE

REMOVE FLASHBOARD(S) FROM

1. CONTRACTOR TO INSTALL AND

STRUCTURE FRAME

FLASHBOARD

APPROX. 16.4 TONS, TYP. OF 4

6'X70' STEEL FLASHBOARD,

ACCESS WALKWAY

SHEET PILE WALL

VICINITY MAP

SCALE: NTS

PLAN - FLASHBOARD STRUCTURE

SCALE 1" : 60'

0 10 200 30 60

A

SECTION

SCALE 1" : 20'

74'-0"

MONTEZUMA SLOUGH

A

LCLC

FLASHBOARD STRUCTURE

ACCESS WALKWAY

FLASHBOARDS

WALL, TYP.

TIMBER GUIDE

STORAGE LOCATION

FLASHBOARD

FLOATS, TYP.

BOOM

N

~150'

(E) ACCESS RD.

(E) GRAVEL RD.

SACRAMENTO RIVER

CHAIN ISLAND

SLOUGH

MONTEZUMA

RD.

DINKEL SPIEL

TALBERT LN

STRATTON LN

COLLINSVILLE

C O

L L

IN

S V

IL

L E R

D

ISLAND RD.

GRIZZLY

ISLAND

SPINNER

ISLAND

VAN SICKLE

LANDING RD.

BIRDS

BAY

HONKER

GATES LOCATION

SALINITY CONTROL

SUISUN MARSH

N

RD.

PAVED ACCESS

70'-0"

E

D

C

B

A

$$$ms pltcfg file$$$

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:10-FEB-2025

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, CIVIL I SECTION

MANAGER, CIVIL ENGINEERING BRANCH

R E G I S T E R

ED

P

ROFESSION

L

E N G

IN

E

A

TE OF CALIF

No. 75744

Exp. 6-30-26

CIVIL

M.BUSH

C-40125-01

SOUTH DELTA FACILITIS

SUISUN MARSH SALINITY

VACINITY MAP, PLAN, AND SECTION

CONTROL STRUCTURE

Docusign Envelope ID: 47E13A74-586F-48E9-BF7F-A69FD40DA4FB

2/10/2025