25-07_Drawings.pdf

SPEC. NO. SHEET NO. DRAWING NO.

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REV.

SUB. APP.

DATE

DESCRIPTION

APPROVED: DATE:

MANAGER, DESIGN

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

AREA MAP

CALIFORNIA NATURAL RESOURCES AGENCY

STATE WATER FACILITIES

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 #

SPECIFICATION NO.

MAP

AREA

SOUTH DELTA FACILITIES

SACRAMENTO RIVER

GEORGIANA SLOUGH SALMONID MIGRATORY BARRIER

2025, 2026, AND 2027

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

25-07

G-101001

G E O

R G

IA

N A S

L O

U G

H

SLOUGH

STEAMBOAT

D E E P W

A T E

R S

H

IP

C

H A

N N

E L

S A C R A

M E N T O R

IV

E R

WALNUT GROVE

CHANNEL

DELTA CROSS

RIVER

SACRAMENTO

PROJECT AREA

D A

N

IE

L S. CH

IN

No. 76813

Exp. 12-31-26

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

4/22/2025

LC

LP

ABBREVIATIONS

SYMBOLS

--------------- PLATE

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

Ø --------------- ROUND, DIAMETER

" --------------- SECONDS OR INCHES

' --------------- MINUTES OR FEET

° --------------- DEGREES

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

@ --------------- AT

SHEET NO. DRAWING NO. DRAWING TITLE

LIST OF DRAWINGS

REF #

SH #

--------------- DETAIL INDICATOR

--------------- SECTION INDICATOR

SECTION OR DETAILREF #

SH # SCALE # #

SCALE

N

NORTH ARROW

GENERAL NOTES

CROSS REFERENCING OF SECTIONS AND DETAILS

CIVIL

THE CONTRACTOR'S EXPENSE.

DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT

AND OTHER SURVEY MARKERS. MONUMENTS AND SURVEY MARKERS DESTROYED

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING MONUMENTS 3.

ANY EXCAVATION BY CALLING (800)227-2600.

NOTIFY THE UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF PERFORMING

AND OPERATIONS. THE CONTRACTOR OR ANY SUBCONTRACTOR IS REQUIRED TO

AND OVERHEAD UTILITIES SHALL BE PROTECTED FROM CONSTRUCTION EQUIPMENT

THE WORK, WHICH ARE NOT SHOWN ON THE PLANS. ALL EXISTING UNDERGROUND

CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UTILITIES DISCOVERED DURING

THE LOCATION OF UTILITIES AS REQUIRED TO PERFORM THE CONTRACT WORK. THE

AND MAY NOT BE COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY

THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE 2.

ALL FACILITIES ARE NEW UNLESS NOTED OR DEPICTED AS EXISTING.1.

E

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:22-APR-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 ENGINEERING BRANCH

MANAGER, CIVIL 1 SECTION

ANCHOR BLOCK, STAFF GAGE, & BUOY - DETAILSC-106009

BAFF FRAME AND ASSEMBLY SCHEMATIC - PLAN, PROFILE, AND DETAILC-105 008

BAFF BUOY LAYOUT - PLANC-104 007

EXISTING BAFF PILE LAYOUT - PLAN AND PROFILEC-103 006

BAFF STAGING AREA AND ACCESS - PLANSC-102 005

BAFF GENERAL - PLANC-101004

WSE ------------ WATER SURFACE ELEVATION

W

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

V

U/S ------------ UPSTREAM

U

TYP. ----------- TYPICAL

t -------------- THICKNESS

T

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

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

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

S

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

P

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

O

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

NAD ------------ NORTH AMERICAN DATUM

N/A ------------ NOT APPLICABLE

NPB ------------ NON-PHYSICAL BARRIER

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

N

MLLW ------- MEAN LOWER LOW WATER

MHHW ------- MEAN HIGHER HIGH WATER

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

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

M

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

LF ------------- LINEAR FEET

L

KSI --------- KILOPOUNDS PER SQUARE INCH

K

HORIZ --------- HORIZONTAL

H

FY ------------- YIELD STRENGTH

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

FERIX --------- FLOOD EMERGENCY RESPONSE INFORMATION EXCHANGE

F

ELEV ---------- ELEVATION

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

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

E

DWSE ---------- DESIGN WATER SURFACE ELEVATION

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

D/S ------------ DOWNSTREAM

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

DOE ------------- DIVISION OF ENGINEERING

D

CLR ----------- CLEAR

C

BAFF ----------- BIO-ACOUSTIC FISH FENCE

B

AVE-------------- AVERAGE

ASTM ----------- AMERICAN SOCIETY FOR TESTING & MATERIALS

APPROX --------- APPROXIMATELY

A

SURVEY CONTROL MONUMENT PLANV-101003

GENERAL NOTES, LIST OF DRAWINGS AND ABBREVIATIONSG-102002

COVER SHEETG-101001

D A

N

IE

L S. CH

IN

No. 76813

Exp. 12-31-26

GENERAL

G-10225-07 002

APP. OSFM #

D. CHIN

D. TONEL

D. TONEL

H. LE

D. CHIN

GEORGIANA SLOUGH SALMONID

CIVIL

MIGRATORY BARRIER

GENERAL NOTES, LIST OF

SACRAMENTO RIVER

2025, 2026, AND 2027

DRAWINGS AND ABBREVIATIONS

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

4/22/2025

N

SACRAMENTO R

IVER

G E

O R

G

IA

N A S

L O

U G

H

SURVEY CONTROL MONUMENT PLAN

SCALE: 1" = 200'-0"

0 100 200

P R O F E S

S

IO

N L

R

S T

A

TE OF CALIF

ORN

IA

A LAND

SUR

V E Y O

ANTHONY M SQUELLATI

No. 8627

E

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1 2 3 4 5 6 7

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= $$$$$PRFNAME$$$$$$$$$

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:$$$DATE$$$$

DATE

DESCRIPTION

SAFETYTHINK

ACT SAFELY

REV.

SUB. APP.

DIVISION OF ENGINEERING

WATER RESOURCES

DEPARTMENT OF

STATE OF CALIFORNIA

CALIFORNIA NATURAL RESOURCES AGENCY

MANAGER, DESIGN

MONUMENT PRESERVATION

8880 GEODETIC COORDINATES, AND § 8890-8902 HEIGHTS.

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

THE CALIFORNIA PUBLIC RESOURCES CODE § 8801-8819 STATE

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

ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA BUSINESS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION IN

THIS SUBJECT SURVEY, REPORT AND DATA DELIVERABLES WERE

PROFESSIONAL LAND SURVEYOR'S STATEMENT

COMPLETE PROJECT CONTROL AND MONUMENTATION DATA.

GEO-22-0033 Georgiana Slough Migratory Barrier 2022 FOR

SEE DEPARTMENT OF WATER RESOURCES SURVEY REQUEST

NOTE

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

UNITS ARE IN U.S. SURVEY FOOT.

CSRC CGPS EPOCH 2022.4726 ELLIPSOID HEIGHTS.

NAVD88, AS DERIVED FROM APPLYING GEOID18 TO NAD83(2011),

ON THE NORTH AMERICAN VERTICAL DATUM OF 1988,

THE ELEVATIONS ESTABLISHED IN THIS SURVEY ARE BASED

BASIS OF BEARING AND COORDINATES

VERTICAL COORDINATE DATUM

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

SURVEY CONTROL ACCURACY

IN SURVEY CONTROL TABLE.

CONVERT TO GROUND DIVIDE BY COMBINED SCALE FACTOR SHOWN

THIS CONTROL NETWORK. DISTANCES SHOWN HEREON ARE GRID, TO

HORIZONTALLY AND/OR VERTICALLY TO ESTABLISH THE COMPONENTS OF

LISTED IN SURVEY CONTROL TABLE, WHICH WERE CONSTRAINED

COORDINATES SHOWN ARE BASED ON THE SIX CSRC CGPS POINTS

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

EPOCH 2022.4726, CALIFORNIA STATE PLANE COORDINATE SYSTEM

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

COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE

REPORT.

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT

CONFIDENCE LEVEL: 0.070 US FEET.

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95%

CONFIDENCE LEVEL: 0.035 US FEET.

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT 95%

RECORD(S) OF SURVEY.

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

PRESERVERED, REFERENCED, OR REPLACED, AND THE CONTRACTOR IS

CONTROL OR MONUMENT SHOWN OR NOT SHOWN HEREIN MUST BE

PERSON RESPONSIBLE FOR COMPLIANCE. ANY EXISTING SURVEY

TO PERFORM LAND SURVEYING IN THE STATE OF CALIFORNIA AS THE

LAND SURVEYOR OR A PROFESSIONAL CIVIL ENGINEER AUTHORIZED

TO CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A LICENSED

BOUNDS OF THE PERMITTED CONSTRUCTION ARE PROTECTED. PRIOR

THAT ALL EXISTING SURVEY CONTROL AND MONUMENTS WITHIN THE

CALIFORNIA BUSINESS AND PROFESSIONS CODE 8771 TO ENSURE

THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH

BPC 8771 (a)-(f) AND 8773.3

SACRAMENTO COUNTY

T. 5 N., R. 4 E., M.D.B.M.

PORTIONS OF SECTION 35

N4 6° '09 "E ,5 .0 8' (T

IE

R

IV

ER

R

O

AD

WALNUT GROVE

RI

VE

R

RO

AD

ISLETON ROAD

SL-58

E

GS3

E

GS2

E

E

SL-57A

E

E

E

E

SURVEY CONTROL POINT TABLE

(3) = CSRC CGPS POINTS HELD VERTICALLY ONLY IN FULLY CONSTRAINED NETWORK ADJUSTMENT.

(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)

N °1

2' "E ,9 .8 5' (T

IE

N °5

6' "E ,4 .2 0'

TI

E ) P.L.S. 7507

TIMOTHY R. CASE

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

NOT APPLICABLE

P.L.S. 9176

RYAN MICHALAK

P.L.S. 9176

RYAN MICHALAK

P.L.S. 8627

P.L.S. 8627

ANTHONY SQUELLATI

ANTHONY SQUELLATI

APP. OSFM #

SURVEY CONTROL

V-10100325-07

MONUMENT PLAN

2025, 2026, AND 2027

MIGRATORY BARRIER

S A C

R A

M E N

TO

R

IV

E R

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

-3

-30

-3

-3

-30

-30

-30

-30

-20

-20

-20 -20

-20

-20

-20

-2

-2

-2

-2

-20

-20

-20

-20

-2

-20

-2

-2

-10

-10

-10

-10

-1

-1

-10

-10

-10

-1

-1

-1

-1

-1

-10

-10

-1

0 0

0 0

NOTES

BAFF GENERAL PLAN

SCALE: 1" = 100'-0" N

WALNUT GROVE

SACRAMENTO RIVER

G E

O R

G

IA

N A

S L

O U

G H

GRAND ISLAND

ISLETO

N ROAD

UPPER ANDRUS ISLAND

BOON DOX MARINA

(E) FLOATING DOCK

(E) MARINA

E 6700107.94

N 1849459.94

BEGIN BARRIER

E 6700626.19

N 1849803.98

END BARRIER

HIGHWAY 160

R

IV

E R R

O A D

SEE DWG. C-102

(E) STAGING AREA

MONUMENTS AND CONTROL POINTS.

LOCATION OF EXISTING DWR

4. CONTRACTOR SHALL VERIFY THE

ON 6/22/2022.

BY DOE-GEOMATICS, PROJECT GEO22-33,

3. SURVEY CONTROL POINTS COLLECTED

07/06/2022.

DWR DOE GEOMATICS BRANCH - DATED

2. BATHYMETRY DATA COLLECTED BY

DOE-GEOMATICS.

6/23/2022 AND 6/28/2022 BY

AERIAL IMAGERY COLLECTED ON

COMPILED FROM PHOTOGRAMMETRY.

1. LEVEE TOPOGRAPHIC MAPPING

E

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CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:22-APR-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 ENGINEERING BRANCH

MANAGER, CIVIL 1 SECTION

DEPTH INFORMATION

SEE DWG. C-103 FOR PILE

(E) PILES, TYP.

D A

N

IE

L S. CH

IN

No. 76813

Exp. 12-31-26

0 50 100

SEE DWG. C-102

(E) ACCESS ROAD

EQUIPMENT PILE 18

(E) MONITORING

EQUIPMENT PILE 19

(E) MONITORING

C-101004

APP. OSFM #

D. CHIN

D. TONEL

2025, 2026, AND 2027

D. TONEL

GEORGIANA SLOUGH SALMONID

SOUTH DELTA FACILITIES

MIGRATORY BARRIER

SACRAMENTO RIVER

PLAN

BAFF GENERAL

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

4/22/2025

NOTES

BAFF STAGING AREA PLAN

SCALE: 1" = 10'-0"

N

UPPER ANDRUS ISLAND

A C

C E

S S

R O

A D

SACRAMENTO RIVER

G E

O R

G

IA

N A S

L O

U G

H

0 5 10

ISLETON ROAD

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= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:21-APR-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 ENGINEERING BRANCH

MANAGER, CIVIL 1 SECTION

(E) PG&E POLE

(E) DWR POLE

STAGING AREA (APPROXIMATELY 1000-FT).

SHOWN) INSTALLED ADJACENT TO THE

2. EXISTING ENVIRONMENTAL FENCING (NOT

(APPROXIMATELY 400-LF).

STAGING AREA AS SHOWN

1. EXISTING PERIMETER FENCING AROUND

SEE NOTE 1

OF STAGING AREA.

AROUND PERIMETER

(E) SECURITY FENCING

(E) K-RAIL

PANEL

(E) ELECTRICAL

(E) AIR TANK

CONEX

(E) AIR MANIFOLD

CONEX

(E) CONTROL

SUBSTATION

(E) PORTABLE

(E) OFFICE TRAILER

(E) VEHICLE GATE

CONEX

(E) AIR COMPRESSOR

FERIX DWSE

BARRIERS

(E) WATER-FILLED

BLOCKS

(E) ECOLOGY

ACCESS PLAN

SCALE: 1" = 60'-0"

0 30 60

N

AREA PLAN

SEE STAGING

IS

L

E T

O N

R O

A D

R

IV

E R R

O A

D

G E

O R

G

IA

N A S

L O

U G

H

ACCESS ROAD

OF STAGING AREA AND

APPROXIMATE LIMITS

PARKING AREA

ACCESS ROAD

ACCESS ROAD

APPROXIMATE

ACCESS ROAD PARKING AREA

APPROXIMATE LIMITS OF

D A

N

IE

L S. CH

IN

No. 76813

Exp. 12-31-26

(E) OFFICE TRAILER WATER TANK

(E) K-RAIL

LC

C-10225-07 005

APP. OSFM #

D. CHIN

D. TONEL

D. TONEL

AND ACCESS

MIGRATORY BARRIER

SACRAMENTO RIVER

PLANS

BAFF STAGING AREA

2025, 2026, AND 2027

CIVIL

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

4/22/2025

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

-60 -60

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50

-3

-30

-20

-20

-2

-20

-20

-2

-20

-2

-10

-10

-1

-10

-1

-1

-10

-10

0 0

0+00

1+00

2+00

3+00

NOTES

N

BAFF

FRAME 1

(E) MARINA

0 20 40

0 10 20

SACRAMENTO

R

IV

ER

G E

O R

G

IA

N A S

L O

U G

H

(E) PILE 19

E L

E V

A T

IO

N

F

T

FRAME 40-FT LONG, TYP. OF 16PILE 1

4 35 6 7 8 9 10 11 12 13 14 16

(E) PILE 1

(E) PILE 17

(E) PILE 16

0 30 60

EXISTING BAFF PILE LAYOUT PLAN

SCALE: 1" = 60'-0"

MAX WSE

MIN WSE

MEDIAN WSE

FERIX DWSE

ISLETO

N ROAD

H

IG

H W

A Y

R

IV

E R R

O A D

STAGING AREA

(E) PILE 2

PILE 17(ELEV. ~17.1')

STAGING AREA

FRAME 16

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= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:21-APR-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 ENGINEERING BRANCH

MANAGER, CIVIL 1 SECTION

(E) PILE 18

SEE NOTE 5

BAFF FRAMES, TYP.

HOOD WAREHOUSE DURING REMOVAL.

INSTALLATION AND SHALL REMOVE AND STORE THE FRAMES AT THE

CONTRACTOR SHALL DELIVER AND INSTALL THE FRAMES DURING

5. BAFF FRAMES ARE LOCATED AT THE HOOD WAREHOUSE.

FERIX DWSE = 16.51'

MIN WSE = 2.1'

AVE LOW WSE = 3.8'

MEDIAN WS = 3.7'

AVE HIGH WSE = 6.4'

MAX WSE = 14.5'

OFFICE FROM 2003 TO 2019:

SACRAMENTO RIVER AND ANALYZED BY THE BAY DELTA MODELING

4. STAGE DATA COLLECTED FROM CDEC GEORGIANA SLOUGH AT

ELEV.

3. TOP OF FRAMES 1-16 ARE LOCATED AT APPROXIMATELY -11.0'

PIPE 12 XS; FY=60 KSI; OD=12.75"; t=0.5"; ASTM A252 GRADE 3.

2. EXISTING PILE MATERIAL SPECIFICATION:

1. FRAME MODULES SHALL BE INSTALLED BETWEEN EXISTING PILES.

BOON DOX MARINA

(E) FLOATING DOCK

D A

N

IE

L S. CH

IN

No. 76813

Exp. 12-31-26

PROFILE: EXISTING BAFF PILE LAYOUT

VERT SCALE: 1" = 20'-0"

HORIZ SCALE: 1" = 40'-0"

C-10325-07 006

APP. OSFM #

D. CHIN

D. TONEL

D. TONEL

PLAN AND PROFILE

MIGRATORY BARRIER

EXISTING BAFF PILE LAYOUT

SACRAMENTO RIVER

2025, 2026, AND 2027

STATION NORTHING EASTING TIP ELEV.LENGTHPILE #

1849466.49

65'3+00

40'

PILE 1

3+39.4PILE 2

3+78.8 40'PILE 3

4+18.1 40'PILE 4

4+57.1PILE 5

4+96.9PILE 6

5+36.3PILE 7

5+75.7PILE 8

6+15.0PILE 9

6+54.4

6+93.8

7+33.2

7+72.5

8+11.9

8+51.3 40'

8+90.7 40'

9+30.1 60'

PILE 10

PILE 11

PILE 12

PILE 13

PILE 14

1849459.94 6700107.94

1849496.45

6700184.20

1849516.86 6700253.04

1849538.74 6700285.79

1849587.81

1849562.75 6700316.99

6700377.50

1849638.66

1849664.27

1849689.88 6700467.33

1849716.57 6700496.29

1849742.45 6700525.97

1849766.57

6700590.34

6700626.19

1849478.73

6700219.37

40'

40'

PILE 15

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

-51.0'

40'

40'

40'

40'

40'

40'

40'

40'

HEAD ELEV.

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

-11.0'

60'6699932.48 -42.0' 18.0'

STATION NORTHING EASTING TIP ELEV.LENGTHPILE # HEAD ELEV.

PILE 18 N/A

EXISTING MONITORING EQUIPMENT SUPPORT PILES

N/A 6700730.35 60' -42.0'

1849397.52

1849906.27 18.0'

-51.0'

6700146.77

6700347.37

1849613.16

6700407.51

6700437.42

6700557.09

1849787.67

1849803.98PILE 17

PILE 16

PILE 19

+19.5'

+19.5'-45.5'

-40.5'

EXISTING BAFF SUPPORT PILES

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

4/22/2025

-3

-30

-20

-20

-2

-20

-20

-2

-20

-10

-10

-1

-10

-1

-1

-10

-10

0 0

0+00

1+00

2+00

3+00

NOTES

G E O

R G

IA

N A S

L O

U G

H

SA

CRAMENT

O R

IVE

R

ISLETON ROAD

E 6700107.94

N 1849459.94

STATION 3+00

BEGIN BARRIER

CA

WALNUT GROVE,

BAFF BUOY LAYOUT

SCALE: 1" = 40'-0"

0 20 40

END BARRIER

E 6700626.19

N 1849803.98

STATION 9+30.1

S A C R A M E N T O R

IV

E R

R

IV

E R R

O A D

ZONE

MARINA, 5 MPH

EXISTING

E

D

C

B

A

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R E G

IS

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P

ROFESSION

L

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IN

E

A

CALIFORNIA NATURAL RESOURCES AGENCY

DEPARTMENT OF WATER RESOURCES

APPROVAL RECOMMENDED: DATE:

DATE:

SPEC. NO. SHEET NO. DRAWING NO.

VI= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:21-APR-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 ENGINEERING BRANCH

MANAGER, CIVIL 1 SECTION

MORE INFORMATION.

4. SEE DETAILS ON DWG. C-106 FOR

AREA. SEE DWG. C-106.

TOWARDS THE DIRECTION OF STAGING

3. EXISTING NAVD88 STAFF GAGE FACES

C-106.

FULL HEIGHT PILES 1 AND 17, SEE DWG.

2. EXISTING BARRIER STAFF GAGE AT

TIED OFF TO EXISTING ANCHOR BLOCKS.

1. ALL EXISTING WARNING BUOYS ARE

(E) PILE 19

N

BOON DOX MARINA

(E) FLOATING DOCK

BUOY

WARNING (E)

UPPER ANDRUS ISLAND

BUOY

WARNING(E)

(E) PILE 18

125'

WARNING BUOY(E)

SEE DWG. C-106, TYP.

WARNING BUOY(E)

~1

BUOY

WARNING (E)

BUOY

WARNING (E)

HIG

HWAY 1

SEE NOTE 2

(E) PILE 17,

C-10425-07 007

APP. OSFM #

BAFF BUOY LAYOUT

2025, 2026, AND 2027

D. CHIN

D. TONEL

D. TONEL

PLAN

STAGING AREA

D A

N

IE

L S. CH

IN

No. 76813

Exp. 12-31-26

SEE NOTES 2 AND 3

(E) PILE 1,

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

4/22/2025

NOTES

UPSTREAM DOWNSTREAM

BACK VIEW OF BAFF FRAMES

SCALE: NTS

BRACKET DETAIL

SCALE: NTS

40'-0"

DIRECTED BY THE ENGINEER.

INSTALLATION INSTRUCTIONS AND AS

GUIDELINES FOR COMPLETE

4. REFER TO BAFF INSTALLATION

1285 LBS.

3. EACH FRAME WEIGHS APPROXIMATELY

WAREHOUSE.

AND BRACKETS ARE STORED AT HOOD

2. DEPARTMENT-FURNISHED FRAMES

BOTTOM (NOT SHOWN FOR CLARITY).

AND POWER CABLES TO THE RIVER

GRAVEL ARE USED TO SECURE AIR LINES

EXISTING SANDBAGS FILLED WITH PEA

CABLES RUN ALONG RIVER BOTTOM.

1. EXISTING AIR LINES AND POWER

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= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:22-APR-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 ENGINEERING BRANCH

MANAGER, CIVIL 1 SECTION

EQUIPMENT FRAME LOCKS

EQUIPMENT FRAME LOCK PIN

ROTATED INTO LOCK POSITION, AS SHOWN

THE EQUIPMENT FRAME LOCKS ARE

(FRAME SET ONTO HOOKS AND THEN

EQUIPMENT FRAME HOOKS

THEN USED TO FINISH TORQUE)

TIGHTENING, THE HEX NUTS ARE

(THE T-BAR IS USED TO DO MOST

T-BAR HANDLES WITH HEX NUTS

SEE NOTE 2

(E) PILE

(E) PILE

BRACKET, TYP. SEE NOTE 2

DEPARTMENT-FURNISHED

SEE NOTE 2

DEPARTMENT-FURNISHED FRAMES, TYP.

(E) PILE

SCHEMATIC BAFF POWER AND AIR LINE LAYOUT

SCALE: NTS

SEE NOTE 1

(E) 2" AIR LINES

(E) AIR SUPPLY TO FRAME

(E) AIR SUPPLY TO FRAME

(E) AIR SUPPLY TO FRAME

SACRAMENTO

R

IV

ER

G E

O R

G

IA

N A S

L O

U G

H

(E) PILE 2

FRAME 1

(E) PILE 1

TO EACH PILE

(E) AIR LINES RUN

SEE NOTE 4

(E) AIR LINES FROM (E) FRAMES

AT AIR MANIFOLD CONEX TO

RECONNECT (E) (17) AIR LINES

CONEX

(E) AIR MANIFOLD

(E) AIR TANK

COMPRESSOR

(E) AIR CONEX

APPROXIMATE WATER'S EDGE

(E) OFFICE TRAILER

SEE NOTE 4

FRAMES TO CONTROL EQUIPMENT CONEX

RECONNECT (E) (16) POWER CABLES FROM

EQUIPMENT CONEX

(E) CONTROL

STAGING AREA

UPSTREAM

DOWNSTREAM

IS

LE

T O N R

O A D

D A

N

IE

L S. CH

IN

No. 76813

Exp. 12-31-26

SEE NOTE 1

AIR MANIFOLD CONEX

FROM (E) FRAMES TO

(E) (17) AIR LINES

N

(E) FENCE

(E) ECOLOGY BLOCKS

(E) WATER-FILLED BARRIERS

(E) K-RAIL

(E) K-RAIL

(E) DWR POLE

(E) ELECTRICAL PANEL

(E) PG&E POLE

SUBSTATION

(E) PORTABLE

WATER TANK

(E) OFFICE TRAILER

(E) VEHICLE GATE

C-10525-07 008

APP. OSFM #

2025, 2026, AND 2027

D. CHIN

D. TONEL

D. TONEL

PLAN, PROFILE, AND DETAIL

BAFF FRAME AND ASSEMBLY

SCHEMATIC

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

4/22/2025

1'

2'

3'

4'

5'

6'

7'

8'

9'

10'

11'

12'

13'

14'

15'

16'

17'

18'

19'

7'

8'

9'

2'

3'

4'

5'

6'

7'

8'

9'

10'

11'

12'

13'

14'

15'

16'

17'

18'

NOTES

GAGE DETAIL

SCALE: 1" = 1'-0"

EXISTING ANCHOR BLOCK

DWG. C-104SCALE: 1" = 1'-0"

EXISTING STAFF GAGE: NAVD88

DWG. C-104SCALE: 1" = 3'-0"

EXISTING STAFF GAGE: BARRIER

DWG. C-104SCALE: 1" = 3'-0"

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= DesignScript24x36.PEN

SUBMITTED:

DESIGNED:

CHECKED:

DRAWN:

REVIEWED:

APPROVED:

PLOT DATE:21-APR-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 ENGINEERING BRANCH

MANAGER, CIVIL 1 SECTION

EXISTING WARNING BUOY

SCALE: 1" = 1'-0"

DANGER

ANCHOR BLOCKS

WARNING BUOYS OFF TO

DIAMOND SYMBOL, TIE ALL

INTERNATIONAL ORANGE

WITH LIGHT ON TOP AND

WHITE CYLINDRICAL BUOY

WARNING BUOY IS TO BE

DWG. C-104

"BUOY LAYOUT" ON

WARNING BUOYS PER

LOCATE SWIFT WATER

FLASH EVERY 4-SECONDS

WHITE LIGHT SHALL

FROM THE STAGING AREA.

DATUM AND SHALL BE VISIBLE ONSHORE

PILE 1 CORRESPONDS WITH THE NAVD88

2. EXISTING STAFF GAGE MARKINGS ON

ANCHOR BLOCK TO WARNING BUOYS.

GRADE STEEL CABLES ARE USED FROM

AS INDICATED ON DWG. C-104. MARINE

TO SECURE EXISTING WARNING BUOYS

1. EXISTING ANCHOR BLOCKS ARE USED

D A

N

IE

L S. CH

IN

No. 76813

Exp. 12-31-26

E.W.

#6 REBAR @ 6" O.C. T & B,

C L

R

C L

R

"2

R 1

M I N

8" CLR. MIN.

ELEVATIONPLAN

2'-6"

OPPOSITE CORNERS

" Ø SS BAR 4

" 4

ALL EXTERIOR CORNERS

" CHAMFER STRIP 4

HOOK UNDER REINFORCING TYP.

" Ø SS BAR OPPOSITE CORNERS,4

OF PILES BELOW WATER SURFACE

INDICATE CLEARANCE TO TOP

(E) 20' LONG STAFF GAGE TO

AS INDICATED ON DWG. C-103

HEAD ELEVATION OF EXISTING PILE

1 AND 17 (2 TOTAL)

(E) PILE STAFF GAGE ON PILES

MUD LINE

1200 LBS

APPROXIMATE WEIGHT

ANCHOR BLOCK

3000 PSI CONCRETE

MAX WSE

AVE WSE

MIN WSE

OF FRAME MODULE

APPROXIMATE LOCATION

SEE NOTE NO. 2

MARK STAFF GAGE AT 0.5',

AS INDICATED ON DWG. C-103

HEAD ELEVATION OF EXISTING PILE

OF AERATION HOSES

APPROXIMATE LOCATION

OF FRAME MODULE

APPROXIMATE LOCATION

C-10625-07 009

APP. OSFM #

D. CHIN

D. TONEL

D. TONEL

DETAILS

MIGRATORY BARRIER

ANCHOR BLOCK,

SACRAMENTO RIVER

2025, 2026, AND 2027

STAFF GAGE & BUOY

Docusign Envelope ID: 70D92A63-16F6-4116-BC6C-9CAB58FB733D

4/22/2025