23-17_Drawings.pdf

G-10101

A

B

C

D

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

DATE:

REV. SUB. APP.DESCRIPTION

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

APPROVED:

THINK SAFETY -

ACT SAFELY

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

DIVISION OF ENGINEERING

VICINITY MAP

CALIFORNIA NATURAL RESOURCES AGENCY

SPECIFICATION NO. 23-17

LOCATION MAP

SAN

FRANCISCO

LOS ANGELES

SAN DIEGO

EUREKA

PROJECT

AREA

ABANDONED PIPES AND CONDUITS REMOVAL

SACRAMENTO RIVER

SACRAMENTO

N

23-17

N

STATE PLAN OF FLOOD CONTROL FACILITIES

ACTING MANAGER, DIVISION OF ENGINEERING, REG. C.E. No. 51470

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

LIST OF DRAWINGS

SHEET DRAWING DRAWING TITLE

01 G-101 COVER SHEET

02 G-102

NOTES, LEGEND, AND ABBREVIATIONS

C-101 SITE ACCESS

C-102 STAGING AND LAYDOWN AREAS

C-103

DEMOLITION PLAN

C-106

C-107

C-108

C-109

C-110

FILL SECTIONS 1 OF 2C-111

FILL SECTIONS 2 OF 2

C-104

SITE PLAN

EXCAVATION PLANC-105

FILL PLAN

EXCAVATION PLAN AND PROFILE

EXCAVATION SECTIONS 1 OF 2

EXCAVATION SECTIONS 2 OF 2

C-112

FILL PLAN AND PROFILE

03 G-103 EROSION CONTROL FABRIC DETAILS

SITE DESIGNATION

LOCAL AGENCY WATERWAY

MA0009 SACRAMENTO RIVERU01 LM 17.59

UNIT CODE LEVEE MILE

04 V-101 SURVEY CONTROL

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/30/2023

O. RAGABO

N. PLATH

R. MILLET

1. GENERAL NOTES ARE APPLICABLE TO ALL WORK, UNLESS NOTED OTHERWISE.

2. ACCESS TO THE PROJECT IS LIMITED TO THE ACCESS POINTS SHOWN ON THE DRAWINGS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE CAPACITY OF ALL BRIDGES, CULVERTS AND

BURIED PIPELINES TO BE CROSSED BY HAUL VEHICLES, INCLUDING OBTAINING PERMITS BY LOCAL AGENCIES

PRIOR TO CONSTRUCTION.

4. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 (NSRS 2007) EPOCH 2017.95. THE DATA IS

PROJECTED TO THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE II. UNITS ARE U.S. SURVEY FEET.

5. THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) DERIVED FROM NAD83

ELLIPSOID HEIGHTS WITH THE GEOID 12B MODEL APPLIED. UNITS ARE U.S. SURVEY FEET.

6. TOPOGRAPHY SHOWN IS BASED ON LIDAR COLLECTED IN 2017 BY WOOLPERT. BATHYMETRIC DATA SHOWN IS

BASED ON DATA COLLECTED IN 2011 FROM THE CENTRAL VALLEY FLOOD PROTECTION AND DELINEATION

PROGRAM.

7. STAGING AND LAYDOWN AREAS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL SUBMIT A SURVEY OF THE

PROPOSED AREA AND PROVIDE THIS SURVEY TO THE ENGINEER'S REPRESENTATIVE FOR FAVORABLE

REVIEW PRIOR TO CONSTRUCTION PER SPECIFICATION SECTION 01720 SURVEYING (CONSTRUCTION LAYOUT, TOPOGRAPHY, MEASUREMENT FOR PAYMENT).

8. CONTRACTOR SHALL COORDINATE SITE ENVIRONMENTAL CLEARANCES WITH DWR PRIOR TO MOBILIZATION.

9. TYPICAL SECTIONS DEFINE GEOMETRY AND MATERIAL TO BE UTILIZED THROUGH THE LIMITS OF REPAIR

UNLESS OTHERWISE NOTED. LATERAL EDGES OF REPAIR SHALL CONFORM TO EXISTING GRADE.

10. THE LOCATIONS OF EXISTING UTILITIES, IF ANY, ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY

VERIFIED BY THE ENGINEER'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION

OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG THE CONSTRUCTION ACCESS ROUTE AND IN THE

STAGING AREAS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, AND SHALL

BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ARE CAUSED BY THE CONTRACTOR'S FAILURE

TO LOCATE AND PRESERVE ANY AND ALL UTILITIES. CONTRACTOR SHALL NOTIFY USA A MINIMUM OF TWO

DAYS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO WORK AROUND

EXISTING UTILITIES.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO EXISTING FACILITIES

TO PRE-CONSTRUCTION CONDITIONS OR BETTER. DAMAGED ROADS, CURBS, GUARDRAILS, SIGNS, FENCES, UTILITIES, FLOOD CONTROL STRUCTURES, AND STAGING AND LAYDOWN AREAS WITHIN OR OUTSIDE OF THE

LIMITS OF WORK SHALL BE REPLACED OR REPAIRED TO APPLICABLE COUNTY AND/OR CALTRANS STANDARDS

AT THE CONTRACTOR'S EXPENSE.

12. EXISTING ROADWAYS INCLUDING HIGHWAY 160 SHALL BE KEPT CLEAR OF MUD AND DEBRIS AT ALL TIMES.

13. DRAWING SCALES DEPICTED ARE BASED ON DWR DIVISION OF ENGINEERING CAD STANDARDS 7.2.3. SET

PLOTTING AREA FOR 22"x34" (D SIZE). CONFIRM SCALE FOR DRAWINGS PLOTTED AT ALL OTHER DIMENSIONS.

14. WATER LEVEL INDICATED ON THE DRAWINGS MAY BE SUBJECT TO SEASONAL FLUCTUATION AND TIDAL

INFLUENCE. WATER LEVEL AT TIME OF CONSTRUCTION IS BASED ON GAGE DATA.

15. THE CONTRACTOR'S POST-EXCAVATION SURVEY (REF. SECTION 01720-1.03A.2) SHALL BE FAVORABLY

REVIEWED BY THE ENGINEER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL MATERIAL.

16. THE REFERENCE CENTERLINE PROVIDES SURVEY CONTROL FOR EXCAVATION AND LEVEE FILL PLACEMENT.

17. AGRICULTURAL SOIL, SEEDING, AND EROSION CONTROL FABRIC SHALL BE APPLIED ON THE LEVEE SLOPE AS

SPECIFIED ON DRAWINGS G-103 AND C-111.

18. ABANDONED PIPES AND CONDUITS WITHIN THE EXCAVATION LIMITS SHALL BE FULLY REMOVED. CHASE

ABANDONED PIPES AND CONDUITS THAT EXTEND BEYOND THE LIMITS OF EXCAVATION UP TO THE LIMITS OF

WORK. BACKFILL EXTENDED EXCAVATIONS WITH THE SAME PROCEDURES UTILIZED WITHIN THE EXCAVATION

LIMITS AS PRESCRIBED BY THE CONTRACT DOCUMENTS.

GENERAL NOTES: ABBREVIATIONS:

CAD COMPUTER AIDED DESIGN

CMP CORRUGATED METAL PIPE

D DEGREE OF CURVATURE

DWR DEPARTMENT OF WATER RESOURCES

E EASTING

ECF EROSION CONTROL FABRIC

EL ELEVATION

ER EDGE OF ROAD

FT FEET

H:V HORIZONTAL TO VERTICAL

HDPE HIGH DENSITY POLYETHYLENE

HL HINGE LINE

HOR HORIZONTAL

L LENGTH

LM LEVEE MILE

MA MAINTENANCE AREA

MAX MAXIMUM

MIN MINIMUM

N NORTHING

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NIC NOT IN CONTRACT

NO NUMBER

NSRS NATIONAL SPATIAL REFERENCE SYSTEM

NTS NOT TO SCALE

R RADIUS

RD ROAD

S SOUTH

SPEC SPECIFICATION

STA STATION

ST STREET

T TELEPHONE

TYP TYPICAL

U UNIT

U.S. UNITED STATES

USA UNDERGROUND SERVICE ALERT

VERT VERTICAL

AGGREGATE BASE RESURFACING

LEGEND:

TREE

CROSS SECTION LETTER

SHEET WHERE SHOWN

A1

C09-1

SOIL-FILLED ROCKFILL

OH OVERHEAD UTILITY LINE

SLOPE

GEOTEXTILE FABRIC

REFERENCE LINE

10+10

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

LIMITS OF WORK

HIGH TIDE/LOW TIDE WATER LEVEL

EXISTING GRADE

LIMITS OF REPAIR/LIMITS OF EXCAVATION

TELEPHONE LINE

ELECTRICAL LINE

CONCRETE

LEVEE FILL

E E

POLEP

ANOMALOUS AREA

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D E

T TT

ACCESS GATE

EDGE OF ROAD

LIMITS OF LEACH FIELD

TO BE DEMOLISHED

TEMPORARY FENCING

X FENCE

POTENTIAL STAGING AND LAYDOWN AREA

SURVEY CONTROL POINT

CP #123

AGRICULTURAL SOIL

EROSION CONTROL FABRIC

DWR OUTER PROPERTY BOUNDARY

DWR INNER PROPERTY BOUNDARY

NOTES, LEGEND, AND

ABBREVIATIONS

G-10202

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

TOP OF SLOPE

WATERWAY FLOW DIRECTION

DOWNSTREAM ECF RUN WIDTH

D O

W N

S

LO

P E

2' MIN

SIDE

OVERLAP

ECF KEY TRENCHED ON

THREE SIDES

KEY TRENCH AT

LIMITS OF REPAIR

(1'-0" x 1'-0" MINIMUM)

UPSTREAM ECF RUN WIDTH

5' -0

M

A X

T Y

P

IC

A L

BOTTOM OF SLOPE

BURLAP BAG

EROSION

CONTROL

FABRIC

BACKFILL WITH

NATIVE SOIL

KEY TRENCH 12" STAKES

AT 4' O.C.

EXISTING

GRADE

LEVEE FILL

M

IN

12" MIN

6"

8" M

IN

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

EROSION CONTROL FABRIC

DETAILS

TYPICAL EROSION CONTROL FABRIC INSTALLATION - PLAN

SCALE: 1" = 2'A1

TYPICAL KEY TRENCH - DETAIL

SCALE: NTS A5

AGRICULTURAL

SOIL

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

G-10303

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

X

X

X

X

X

X

X

X

X

X

X X

O H

O H

P

-20

-15

-10

-5

-15

-10

-5

CP #7006

CP #6004

CP #7004

N10° 14' 40.24"W 192.80' (TIE)

N64° 59' 44.52"E 63.21' (TIE)

SCALE: 1" = 10'

SURVEY CONTROL

100510

SCALE: 1"=10'

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SURVEY CONTROL

N

SURVEY CONTROL TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

6004 1896039.82 6699256.80 26.54

SET CONTROL MON 50D & SHINER IN

LINOLEUM

7004 1895850.09 6699291.09 27.84

FND CONTROL MON 80D SPIKE DWR WSR

7004 DWR CNTRL

7006 1896066.54 6699314.09 25.04

FND CONTROL MON 1 IN IP DWR AP 7006 DWR

COR

BASIS OF BEARING AND COORDINATES:

COORDINATES, BEARINGS AND DISTANCES ARE BASED ON THE NATIONAL GEODETIC SURVEY (NGS)

CONTINUOUS OPERATING REFERENCE STATIONS (CORS) NORTH AMERICAN DATUM OF 1983 (NAD83 (2011))

CC83 ZONE 2 US SURVEY FEET.

VERTICAL COORDINATE DATUM:

THE ELEVATIONS ESTABLISHED IN THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88) USING THE 2010 EPOCH ELLIPSOID HEIGHTS WITH GEOID 12B APPLIED.

SURVEY CONTROL ACCURACY:

DWR ABSOLUTE SURVEY CONTROL HORIZONTAL ACCURACY AT 95% CONFIDENCE LEVEL: 0.035 US FEET

DWR ABSOLUTE SURVEY CONTROL VERTICAL ACCURACY AT 95% CONFIDENCE LEVEL: 0.070 US FEET

REFERENCE: TRIMBLE BUSINESS CENTER NETWORK ADJUSTMENT REPORT

NOTE:

SEE DEPARTMENT OF WATER RESOURCES GEO-21-0025 SURVEY CONTROL REPORT FOR ADDITIONAL

PROJECT INFORMATION.

MONUMENT PRESERVATION:

BPC 8771 (a)-(f) AND 8773.3

THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE CALIFORNIA BUSINESS AND

PROFESSIONS CODE 8771 TO ENSURE THAT ALL EXISTING SURVEY CONTROL AND MONUMENTS WITHIN

THE BOUNDS OF THE PERMITTED CONSTRUCTION ARE PROTECTED. PRIOR TO CONSTRUCTION, THE

CONTRACTOR SHALL DESIGNATE A LICENSED LAND SURVEYOR OR A PROFESSIONAL CIVIL ENGINEER

AUTHORIZED TO PERFORM LAND SURVEYING IN THE STATE OF CALIFORNIA AS THE PERSON

RESPONSIBLE FOR COMPLIANCE. ANY EXISTING SURVEY CONTROL OR MONUMENT SHOWN OR NOT

SHOWN HEREIN MUST BE PRESERVED, REFERENCED, OR REPLACED, AND THE CONTRACTOR IS

RESPONSIBLE FOR FILING OF ANY REQUIRED CORNER RECORD(S) OR RECORD(S) OF SURVEY. V-10104

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

NOTES:

1. SEE DRAWING G-101 FOR PROJECT SITE

VICINITY MAP.

SITE ACCESS

N

C-10105

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

NOTES:

1. ACCESS TO THE WORK AREA IS PROHIBITED

BY A CHAIN LINK FENCE. CONTRACTOR TO

COORDINATE WITH DWR FOR SITE ACCESS

USING EXISTING GATE ON RIVER ROAD.

2. THE STAGING AND LAYDOWN AREAS SHOWN

ARE APPROXIMATE. SEE NOTE 7 ON DRAWING

G-102.

3. STAGING AND LAYDOWN AREA B MAY BE

USED AFTER EXCAVATION AND BACKFILL OF

THE LEACH FIELD.

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

POTENTIAL STAGING

AND LAYDOWN AREA A

POTENTIAL STAGING

AND LAYDOWN AREA B

(SEE NOTE 3)

STAGING AND LAYDOWN

AREAS

N

C-10206

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

N: 1896066.67 E: 6699312.06

N: 1895865.88 E: 6699281.29

N: 1896065.16 E: 6699205.96

X

X

X

X

X

X

X

X

X

X

X

X X

N: 1895960.93 E: 6699360.19

O H

O H

N: 1895911.10 E: 6699172.86

N: 1895945.75 E: 6699169.46

N: 1895880.57 E: 6699296.58

N: 1896065.32 E: 6699241.64

11+00

12+00

10+25

12+25

P

-20

-15

-10

-5

-15

-10

-5

L=19 .90', R=50.00'

D=22°47'58"

L=16.55', R=50.00' D=18°57'42"

N39° 04' 28.16"W

44.81'

N2° 41' 12.10"E 54.19'

N16° 16' 30.01"W

64.55'

START CURVE

STATION = 10+69.83

NORTHING: 1895915.38

EASTING: 6699268.32

END CURVE

STATION = 11+70.82

NORTHING: 1896011.20

EASTING: 6699239.10

START CURVE

STATION = 11+54.27

NORTHING: 1895994.84

EASTING: 6699241.05

END CURVE

STATION = 10+89.72

NORTHING: 1895932.88

EASTING: 6699259.14

SCALE: 1" = 10'

SITE LOCATION

100510

SCALE: 1"=10'

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

METAL

CATWALK

9" PILE (TYP)

LANDSIDE

(SACRAMENTO RIVER)

WATERSIDE

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

FENCE

LIMITS OF WORK

SERVICE

PANEL

RETAINING WALL

(SEE NOTE 2)4" STEEL PIPE

ACCESS GATE

(SEE NOTE 3)

NOTES:

1. TREES IDENTIFIED ON THE

DRAWINGS SHALL NOT BE

REMOVED OR TRIMMED UNLESS

OTHERWISE SPECIFIED.

2. CONTRACTOR SHALL NOT

DAMAGE THE SPECIFIED TREES,

RETAINING WALL, SUBSTATION,

AND PUMPSTATION OR ANY OF ITS

ASSOCIATED FEATURES

INCLUDING UTILITIES, PIPES, AND

WATER QUALITY GAGE STATION.

3. CONTRACTOR SHALL USE THE

ACCESS GATE ON RIVER ROAD

(CA-160) FOR SITE INGRESS AND

EGRESS.

4. INSTALL TEMPORARY FENCING

WHERE SHOWN ALONG THE

LIMITS OF WORK.

5. BACKFILL CAVITIES CREATED BY

TREE STUMP REMOVAL PER

SPECIFICATION SECTION 02300

EARTHWORK.

R

IVER

R O

AD

ER

ER

PUMPSTATION

BRIDGE

SUBSTATION

(SEE NOTE 2)

REFERENCE LINE

TEMPORARY

FENCING

(SEE NOTE 4)

POTENTIAL STAGING

AND LAYDOWN AREA A

POTENTIAL STAGING

AND LAYDOWN AREA B

REMOVE BLACK

LOCUST TREE STUMPS

(SEE NOTE 4)

36" DISCHARGE CMP

TREES

(SEE NOTE 2)

TREE

(SEE NOTE 2)

GRAVEL SURFACING

RAILROAD TIES

END

TEMPORARY

FENCING

DWR OUTER

PROPERTY

BOUNDARY

DWR INNER

PROPERTY

BOUNDARY

SITE PLAN

N

C-10307

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

X

X

X

X

X

X

X

X

X

X X

O H

O H

11+00

12+00

10+25

12+25

P

-20

-15

-10

-5

-15

-10

-5

SCALE: 1" = 10'

DEMOLITION PLAN

100510

SCALE: 1"=10'

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

NOTES:

1. CONTRACTOR TO COORDINATE

WITH ALL APPLICABLE UTILITY

AGENCIES BEFORE REMOVAL OF

LINES OR SERVICE PANELS. THE

SERVICE PANEL IS SUSPECTED TO

BE CONNECTED TO AN ACTIVE

BURIED TELEPHONE LINE.

2. CONTRACTOR SHALL REMOVE ALL

PILES. IF PILE BREAKS AT OR

NEAR THE EXISTING SUBSTRATE

AND CANNOT BE REMOVED BY

OTHER METHODS, THE PILE SHALL

BE CUT AT LEAST 1' BELOW THE

MUDLINE. THE PILE DEPTHS ARE

UNKNOWN.

3. CONTRACTOR TO REMOVE AND

DISPOSE OF ABOVE GROUND 36"

DISCHARGE CMP AND 65' x 4'

METAL CATWALK. THE CATWALK

HAS AN ELECTRICAL SERVICE LINE

(SEE DRAWING C-105) COMING

FROM THE SUBSTATION.

4. CONTRACTOR TO RELOCATE

RAILROAD TIES TO THE STAGING

AREA PRIOR TO EXCAVATION.

RESTORE TO THE

PRE-CONSTRUCTION LOCATION

AFTER COMPLETING FINISHED

GRADE UNLESS DIRECTED

OTHERWISE BY THE ENGINEER'S

REPRESENTATIVE.

5. BACKFILL CAVITIES CREATED BY

TREE STUMP REMOVAL PER

SPECIFICATION SECTION 02300

EARTHWORK.

6. SEE DRAWING C-103 FOR

ADDITIONAL NOTES.

LIMITS OF

WORK

LANDSIDE

(SACRAMENTO RIVER)

WATERSIDE

REFERENCE LINE

R

IVER

R O

AD

FENCE

RETAINING WALL

PUMPSTATION

BRIDGE

SUBSTATION

REMOVE UTILITY LINES

AND SERVICE PANEL

(SEE NOTE 1)

10+25

ER

ER

ACCESS

GATE

TEMPORARY

FENCING

TREES

TREE

RAILROAD TIES

(SEE NOTE 4)

REMOVE BLACK

LOCUST TREE STUMPS

(SEE NOTE 5)

DEMOLITION PLAN

REMOVE 36"

DISCHARGE CMP

(SEE NOTE 3)

REMOVE METAL

CATWALK

(SEE NOTE 3)

REMOVE 9"

PILES (TYP)

(SEE NOTE 2)

N

C-10408

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

T

T

T T

T T

T T

X

X

X

X

X

X

X

X

X

X

X

X X

O H

O H

E E

E E

E E

E E E E

E

11+00

12+00

10+25

12+25

P

-15

-10

-5

-20

-15

-10

-5

N: 1896044.18 E: 6699271.47

N: 1895932.98 E: 6699335.24

N: 1895895.47 E: 6699292.77

N: 1895896.89 E: 6699261.59

N: 1895918.18 E: 6699249.33

N: 1895945.14 E: 6699237.20

N: 1896056.57 E: 6699235.62

N: 1895986.32 E: 6699302.10

SCALE: 1" = 10'

EXCAVATION PLAN

100510

SCALE: 1"=10'

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D C1

C-07

A1

C-08

A1

C-07

LIMITS OF

WORK

CUT SLOPE

1.5H:1V

LIMITS OF

EXCAVATION

EL. 23.5'

EL. 19.0'

EL. 23.0'

6.6%

CUT SLOPE

2.5H:1V

LANDSIDE

(SACRAMENTO RIVER)

WATERSIDE

REFERENCE

LIN

E

R

IVER

R O

AD

FENCE

NOTES:

PUMPSTATION

BRIDGE

1. EXCAVATION LOCATION, DEPTH,

AND GRADE ARE SUBJECT TO

MODIFICATION BASED ON FIELD

LOCATED STRUCTURES IN THE

ANOMALOUS AREAS.

2. UTILITY LOCATIONS SHOWN ARE

APPROXIMATE AND SHALL BE

FIELD VERIFIED BY THE

CONTRACTOR BY POTHOLING

PRIOR TO EXCAVATION.

3. ANOMALOUS AREAS WERE

LOCATED BASED ON

ELECTROMAGNETIC AND

GROUND PENETRATING RADAR

SURVEYS. SEE DOCUMENT 00300

INFORMATION AVAILABLE FOR

THE SURVEYS.

4. EXCAVATION OF SOIL SHALL BE

PERFORMED IN ACCORDANCE

WITH SPECIFICATION 02300

EARTHWORK.

5. REMOVAL OF NON-SOIL MATERIAL

SHALL BE PERFORMED IN

ACCORDANCE WITH

SPECIFICATION 02220 SELECTIVE

DEMOLITION.

6. CONFIRM LOCATION OF SEPTIC

TANK BY POTHOLING. THE SEPTIC

TANK AND ANY LIQUID CONTENTS

WITHIN IS ASSUMED TO BE

HAZARDOUS WASTE AND SHALL

BE REMOVED IN ACCORDANCE

WITH SPECIFICATION SECTION

13280 HAZARDOUS WASTE

RECOVERY AND DISPOSAL.

7. CONTRACTOR SHALL FULLY

REMOVE THE 4" STEEL PIPE.

CONTRACTOR TO MINIMIZE

GROUND DISTURBANCE DURING

REMOVAL AND BACKFILL PER

SPECIFICATION SECTION 02300

EARTHWORK..

8. CONTRACTOR TO VERIFY THAT

EXISTING ELECTRICAL LINE IS

DE-ENERGIZED PRIOR TO

EXCAVATION. IF ENERGIZED,

CONTACT SMUD CONSTRUCTION

SERVICES (T:916-732-5700, METER

ID 2517801).

9. THE PROPOSED SANITARY

SYSTEM DRAWING FROM

ORIGINAL PERMIT 9635A (1975) IS

PROVIDED IN DOCUMENT 00300

INFORMATION AVAILABLE.

10. CONTRACTOR SHALL FULLY

REMOVE THE PARTIALLY BURIED

HDPE PIPE.

11. SEE DRAWING C-103 FOR

ADDITIONAL NOTES.

4" STEEL PIPE

(SEE NOTE 7)

SUBSTATION

EL. 20.3'

CUT SLOPE

1H:1V

ER

ER

RETAINING WALL

ANOMALOUS

AREA

CONCRETE

RETURN BASIN

ELECTRICAL LINE

(SEE NOTE 8)

LIMITS OF

LEACH FIELD

24" STEEL PIPE

SEPTIC TANK

(SEE NOTE 6)

36" CMP

TELEPHONE

LINE

PROJECTED

HDPE PIPE

(SEE NOTE 10)

30" CMP

METAL

CATWALK

9" PILE (TYP)

ACCESS

GATE

36" DISCHARGE CMP

CUT SLOPE

1.5H:1V

CUT SLOPE 1H:1V

EL. 17.0'

TREE

TREE

TEMPORARY

FENCING

EXCAVATION PLAN

CUT SLOPE

1H:1V (TYP)

N

C-10509

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

E

LE

V A

T

IO

N

F T

E

LE

V A

T

IO

N

F T

STATION

10+50 11+00 11+50 12+00 12+25

EXISTING GRADE

EL. 23.0'

EL. 19.0'

EL. 23.5'

EXCAVATION LIMIT

6.6%

2.5

1.5 1.5

ANOMALOUS AREA

CONCRETE RETURN BASIN

PROJECTED 36" CMP PROJECTED 24" STEEL PIPESEPTIC TANK

EL. 23.0'

EL. 23.0'

EL. 19.0'

EL. 23.5'EL. 20.3'

S T

A

0+

.6

S T

A

0+

.9

S T

A

0+

.9

S T

A

0+

.0

S T

A

1+

.9

S T

A

2+

.7

S T

A

2+

.5

T

T

T T

T T

T T

X

X

X

X

X

X

X

X

X

X

X X

E E

E E

E E

E E E E

E

11+00

12+00

10+25

12+25

100510

100510

VERT SCALE: 1"=10'

HOR SCALE: 1"=10'

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

NOTES:

1. SEE DRAWING C-105 FOR NOTES.

LIMITS OF

WORK

CUT SLOPE

1.5H:1V

LIMITS OF

EXCAVATION

EL. 23.5'

EL. 19.0'

EL. 23.0'

CUT SLOPE

2.5H:1V

LANDSIDE

(SACRAMENTO RIVER)

WATERSIDE

REFERENCE

LIN

E

R

IVER

R O

AD

FENCE

RETAINING WALL

PUMPSTATION

BRIDGE

4" STEEL PIPE

(SEE NOTE 7

DRAWING C-105)

SUBSTATION

EL. 20.3'

CUT SLOPE

1H:1V

ER

ER

ANOMALOUS

AREA (TYP)

CONCRETE

RETURN BASIN

ELECTRICAL LINE

(SEE NOTE 8

DRAWING C-105)

LIMITS OF

LEACH FIELD

24" STEEL PIPE

SEPTIC TANK

(SEE NOTE 6

DRAWING C-105)

36" CMP

TELEPHONE

LINE

PROJECTED

HDPE PIPE

(SEE NOTE 10

DRAWING C-105)

30" CMP

SCALE: 1" = 10'

EXCAVATION PLAN

SCALE: 1" = 10'

EXCAVATION PROFILE (ALONG REFERENCE LINE)

6.6%

100510

SCALE: 1"=10'

TEMPORARY

FENCING

METAL

CATWALK

9" PILE (TYP)

36" DISCHARGE CMP

CUT SLOPE

1.5H:1V

CUT SLOPE 1H:1V EL. 17.0'

EXCAVATION PLAN AND

PROFILE

N

C-10610

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

V A

T

IO

N

F T

E

LE

V A

T

IO

N

F T

DISTANCE (FT)

-25

-20

-15

-10

-5

-25

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60

WATERSIDE LANDSIDE

R E

F E

R E

N C

E L

IN

E

EL. 19.0'EXCAVATION LIMIT

EXISTING GRADE

1.5

CONCRETE

RETURN BASIN

ANOMALOUS AREA

?1'

REMOVE PILES

(SEE NOTE 6)

HIGH TIDE

36" CMP

REMOVE METAL

CATWALK

1.5

3' EL. 17.0'

LOW

TIDE

E

LE

V A

T

IO

N

F T

E

LE

V A

T

IO

N

F T

DISTANCE (FT)

-25

-20

-15

-10

-5

-25

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60

WATERSIDE LANDSIDE

R E

F E

R E

N C

E L

IN

E

EL. 23.0'EXCAVATION LIMIT

EXISTING GRADE

1.5 1.5

PROJECTED

LEACH LINE

(TYP)ANOMALOUS AREA

EL. 20.3'

SEPTIC TANK

EL. 23.0'

100510

100510

VERT SCALE: 1"=10'

HOR SCALE: 1"=10'

CROSS SECTION AT STA 11+00

C1

CROSS SECTION AT STA 10+60

A1

C-05 EXCAVATION PLAN

C-05 EXCAVATION PLAN

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

NOTES:

1. CONTRACTOR SHALL REFER TO GENERAL

SHEETS FOR ADDITIONAL INFORMATION NOT

DETAILED HEREIN.

2. LOCATION OF EXCAVATION CUTS MAY VARY

BASED ON EXISTING CONDITIONS AT THE

TIME OF CONSTRUCTION.

3. ELEVATIONS SHOWN ON CROSS SECTIONS

ARE ONLY APPLICABLE TO THE REFERENCED

CROSS SECTION AND MAY VARY ACROSS THE

REPAIR.

4. REMOVE ALL BELOW GROUND ITEMS

LOCATED WITHIN THE LIMITS OF EXCAVATION

UNLESS OTHERWISE SPECIFIED BY THE

ENGINEER'S REPRESENTATIVE.

5. ANOMALOUS AREAS CONTAIN UNKNOWN

ITEMS AT VARIED DEPTHS. IT IS SUSPECTED

THAT THESE AREAS MAY INCLUDE CONCRETE

STRUCTURES, PIPES, ELECTRICAL LINES,

TELEPHONE LINES, FOUNDATIONS, AND

MISCELLANEOUS STEEL WORK. ADDITIONAL

EXCAVATION MAY BE REQUIRED TO REMOVE

THESE ITEMS.

6. CONTRACTOR SHALL REMOVE ALL PILES. IF

PILE BREAKS AT OR NEAR THE EXISTING

SUBSTRATE AND CANNOT BE REMOVED BY

OTHER METHODS, THE PILE SHALL BE CUT AT

LEAST 1' BELOW THE MUDLINE. THE PILE

DEPTHS ARE UNKNOWN.

7. THE HIGH AND LOW TIDE WATER LEVELS

SHOWN ARE APPROXIMATE AND THE TIDE

LEVELS MAY VARY DURING AT TIME OF

CONSTRUCTION.

EXCAVATION SECTIONS 1

OF 2

C-10711

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

V A

T

IO

N

F T

E

LE

V A

T

IO

N

F T

DISTANCE (FT)

-25

-20

-15

-10

-5

-25

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60

WATERSIDE LANDSIDE

R E

F E

R E

N C

E L

IN

E

EL. 22.8'

EXCAVATION LIMIT

EXISTING GRADE

1.5

1.5

ELECTRICAL LINE 30" CMP

ANOMALOUS AREA

PROJECTED

36" CMP

HIGH TIDE

LOW TIDE

100510

100510

VERT SCALE: 1"=10'

HOR SCALE: 1"=10'

CROSS SECTION AT STA 11+90

A1 C-05 EXCAVATION PLAN

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

NOTES:

1. CONTRACTOR SHALL REFER TO GENERAL

SHEETS FOR ADDITIONAL INFORMATION NOT

DETAILED HEREIN.

2. LOCATION OF EXCAVATION CUTS MAY VARY

BASED ON EXISTING CONDITIONS AT THE

TIME OF CONSTRUCTION.

3. ELEVATIONS SHOWN ON CROSS SECTIONS

ARE ONLY APPLICABLE TO THE REFERENCED

CROSS SECTION AND MAY VARY ACROSS THE

REPAIR.

4. REMOVE ALL BELOW GROUND ITEMS

LOCATED WITHIN THE LIMITS OF EXCAVATION

UNLESS OTHERWISE SPECIFIED BY THE

ENGINEER'S REPRESENTATIVE.

5. ANOMALOUS AREAS CONTAIN UNKNOWN

ITEMS AT VARIED DEPTHS. IT IS SUSPECTED

THAT THESE AREAS MAY INCLUDE CONCRETE

STRUCTURES, PIPES, ELECTRICAL LINES,

TELEPHONE LINES, FOUNDATIONS, AND

MISCELLANEOUS STEEL WORK. ADDITIONAL

EXCAVATION MAY BE REQUIRED TO REMOVE

THESE ITEMS.

6. THE HIGH AND LOW TIDE WATER LEVELS

SHOWN ARE APPROXIMATE AND THE TIDE

LEVELS MAY VARY AT THE TIME OF

CONSTRUCTION.

EXCAVATION SECTIONS 2

OF 2

C-10812

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

X

X

X

X

X

X

X

X

X

X X

O H

O H

11+00

12+00

10+25

12+25

P

-20

-15

-10

-5

-10

-5

NOTES:

1. SEE DRAWING C-103 FOR NOTES.

100510

SCALE: 1"=10'

SCALE: 1" = 10'

FILL PLAN

LIMITS OF

REPAIR

CONFORM TO

EXISTING GRADE

(SEE NOTE 9

DRAWING G-102)

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

FILL

SLOPE

1.5H:1V

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

LIMITS OF

WORK

LANDSIDE

(SACRAMENTO RIVER)

WATERSIDE

FENCE

REFERENCE LINE

R

IVER

R O

AD

ER

ER

PUMPSTATION

BRIDGE

SUBSTATION

RETAINING WALL

ACCESS

GATE

C1

C-11

A1

C-12

A1

C-11

SOIL-FILLED

ROCKFILL

FILL SLOPE 4H:1V

ELEVATION

VARIES

EL. 25.5'

TREES

TREE

FILL SLOPE

2% GRADE (TYP)

FILL PLAN

RAILROAD TIES

N

C-10913

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

V A

T

IO

N

F T

E

LE

V A

T

IO

N

F T

STATION

10+50 11+00 11+50 12+00 12+25

EXISTING GRADE

FINISHED GRADE

LEVEE FILL

MIN 3" AGGREGATE BASE

2% (TYP)

2% (TYP)

ELEVATION

VARIESELEVATION VARIES

X

X

X

X

X

X

X

X

X

X

X X

11+00

12+00

10+25

12+25

100510

100510

VERT SCALE: 1"=10'

HOR SCALE: 1"=10'

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

NOTES:

1. SEE DRAWING C-103 FOR NOTES.

LIMITS OF

REPAIR

CONFORM TO

EXISTING GRADE

(SEE NOTE 9

DRAWING G-102)

FILL

SLOPE

1.5H:1V

REFERENCE LINE

LIMITS OF

WORK

LANDSIDE

(SACRAMENTO RIVER)

WATERSIDE

R

IVER

R O

AD

FENCE

RETAINING WALL PUMPSTATION

BRIDGE

SUBSTATION

ER

ER

SCALE: 1" = 10'

FILL PLAN

SCALE: 1" = 10'

FILL PROFILE (ALONG REFERENCE LINE)

100510

SCALE: 1"=10'

SOIL-FILLED

ROCKFILL

FILL SLOPE 4H:1V

ELEVATION VARIES

EL. 25.5'

FILL SLOPE

2% GRADE (TYP)

FILL PLAN AND PROFILE

RAILROAD TIES

N

C-11014

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

V A

T

IO

N

F T

E

LE

V A

T

IO

N

F T

DISTANCE (FT)

-25

-20

-15

-10

-5

-25

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60

WATERSIDE LANDSIDE

R E

F E

R E

N C

E L

IN

E

EXISTING GRADE

1.5

EL. 25.5'

LEVEE FILL (SEE NOTE 2)

MIN 3" AGGREGATE BASE

(SEE NOTE 4)

2% (TYP)

SOIL-FILLED

ROCKFILL

(SEE NOTE 7)

GEOTEXTILE FABRIC

(SEE NOTE 8)

ELEVATION VARIES

HIGH TIDE

LOW TIDE

FINISHED GRADE

E

LE

V A

T

IO

N

F T

E

LE

V A

T

IO

N

F T

DISTANCE (FT)

-25

-20

-15

-10

-5

-25

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60

WATERSIDE LANDSIDE

R E

F E

R E

N C

E L

IN

E

FINISHED GRADE

EXISTING GRADE

LEVEE FILL (SEE NOTE 2)

MIN 3" AGGREGATE BASE

(SEE NOTE 4) 2% (TYP)

ELEVATION VARIES

100510

100510

VERT SCALE: 1"=10'

HOR SCALE: 1"=10'

CROSS SECTION AT STA 11+00

C1

CROSS SECTION AT STA 10+60

A1

C-09 FILL PLAN

C-09 FILL PLAN

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

NOTES:

1. CONTRACTOR SHALL REFER TO GENERAL

SHEETS FOR ADDITIONAL INFORMATION NOT

DETAILED HEREIN.

2. PLACE LEVEE FILL IN HORIZONTAL LIFTS

AGAINST VERTICAL FACES CUT INTO THE

EXISTING LEVEE MATERIAL IN ACCORDANCE

WITH SPECIFICATION SECTION 02300

EARTHWORK. SLOPE BENCHING SHALL BE A

MAXIMUM HEIGHT OF 12" AND NO STEEPER

THAN 1H:1V. SEE DRAWING C-112 DETAIL C1.

3. ELEVATIONS SHOWN ON CROSS SECTIONS

ARE ONLY APPLICABLE TO THE REFERENCED

CROSS SECTION AND MAY VARY ACROSS THE

REPAIR.

4. PLACE AND COMPACT 3" MINIMUM

AGGREGATE BASE RESURFACING MATERIAL

TO MATCH EXISTING GRADE. SEE DRAWING

C-112 DETAIL C4.

5. THE HIGH AND LOW TIDE WATER LEVELS

SHOWN ARE APPROXIMATE AND THE TIDE

LEVELS MAY VARY AT THE TIME OF

CONSTRUCTION.

6. SEE DRAWING G-103 FOR EROSION CONTROL

FABRIC INSTALLATION DETAILS.

7. SOIL-FILLED ROCKFILL DEPTH BETWEEN

LEVEE FILL AND FINISHED GRADE SHALL BE 3'

MINIMUM THICKNESS MEASURED

PERPENDICULAR TO SLOPE. SEE THIS SHEET

DETAIL B5. SEE SPECIFICATION SECTION

02371 FOR THE GRADATION.

8. INSTALL GEOTEXTILE FABRIC BETWEEN

DISSIMILAR MATERIALS AS DIRECTED IN

SPECIFICATION SECTION 02650 GEOTEXTILE

FABRIC.

TYPICAL SOIL-FILLED ROCK PLACEMENT DETAIL

SCALE: NTSB5

EXISTING

GRADE

LEVEE FILL

SOIL-FILLED

ROCKFILL

GEOTEXTILE

FABRIC

(SEE NOTE 8)

4' M

IN

MIN 3" AGGREGATE BASE

1.5

EXCAVATION LIMIT

(BOTTOM OF EXCAVATION)

2% (TYP)

EROSION CONTROL FABRIC

(SEE NOTE 6)

6" AGRICULTURAL SOIL

SEEDING

FILL SECTIONS 1 OF 2

2'

3'

1.5

C-11115

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023

V A

T

IO

N

F T

E

LE

V A

T

IO

N

F T

DISTANCE (FT)

-25

-20

-15

-10

-5

-25

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60

WATERSIDE LANDSIDE

R E

F E

R E

N C

E L

IN

E

FINISHED GRADE EXISTING GRADE

LEVEE FILL (SEE NOTE 2)

MIN 3" AGGREGATE BASE

(SEE NOTE 4) 2% (TYP)

ELEVATION VARIES

HIGH TIDE

LOW TIDE

100510

100510

VERT SCALE: 1"=10'

HOR SCALE: 1"=10'

CROSS SECTION AT STA 11+90

A1 C-09 FILL PLAN

O. RAGABO

O. RAGABO

N. PLATH

R. MILLET

SPEC. NO.

1 2 3 4 5 6 7

2 3 4 5 6 71

SHEET NO. REVISION DRAWING NO.

CALIFORNIA NATURAL RESOURCES AGENCY

DIVISION OF ENGINEERING

STATE OF CALIFORNIA

DEPARTMENT OF WATER RESOURCES

THINK SAFETY -

ACT SAFELY

SUBMITTED:

DESIGNED:

DRAWN: REVIEWED:

DATE:

DATE:

REV. SUB. APP.DESCRIPTION

APPROVED:

APPROVAL RECOMMENDED:

MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754

MANAGER, GEOTECHNICAL ENGINEERING SEC., REG. C.E. No. 65001

REG. C.E. No. 42663

ABANDONED PIPES

AND CONDUITS REMOVAL

SACRAMENTO RIVER

23-17

CHECKED:

LOREN A. MURRAY

2020 L STREET SUITE 400

SACRAMENTO, CA 95811

T: (916) 414-5800

F: (916) 414-1557

A

B

C

D

EXISTING

GRADE

LIMITS OF

EXCAVATION

1' MAX

1.5

TYPICAL SLOPE BENCHING DETAIL

SCALE: NTSC1

NOTES:

1. CONTRACTOR SHALL REFER TO GENERAL

SHEETS FOR ADDITIONAL INFORMATION NOT

DETAILED HEREIN.

2. PLACE LEVEE FILL IN HORIZONTAL LIFTS

AGAINST VERTICAL FACES CUT INTO THE

EXISTING LEVEE MATERIAL IN ACCORDANCE

WITH SPECIFICATION SECTION 02300

EARTHWORK. SLOPE BENCHING SHALL BE A

MAXIMUM HEIGHT OF 12" AND NO STEEPER

THAN 1H:1V. SEE THIS DRAWING DETAIL C1.

3. ELEVATIONS SHOWN ON CROSS SECTIONS

ARE ONLY APPLICABLE TO THE REFERENCED

CROSS SECTION AND MAY VARY ACROSS THE

REPAIR.

4. PLACE AND COMPACT 3" MINIMUM

AGGREGATE BASE RESURFACING MATERIAL

TO MATCH EXISTING GRADE. SEE THIS SHEET

DETAIL C4.

5. THE HIGH AND LOW TIDE WATER LEVELS

SHOWN ARE APPROXIMATE AND THE TIDE

LEVELS MAY VARY AT THE TIME OF

CONSTRUCTION.

TYPICAL AGGREGATE BASE RESURFACING DETAIL

SCALE: NTSC4

EXISTING

GRADE

MIN 3" AGGREGATE BASE

LEVEE FILL

2% (TYP)

FILL SECTIONS 2 OF 2

C-11216

DocuSign Envelope ID: 71C64730-748C-4CDE-8F79-8E1289AEFF6B

6/29/2023