B08 IFB Atch 8 - SIP_Natomas Reach A - R1 Cutoff Wall As-Builts (Complete Drawing Set).pdf

d a t e t im e

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CALIFORNIA

FY 2009

US Army Corps of Engineers

Sacramento District

REMAINING SITES - WRDA 96 PROJECT

AMERICAN RIVER COMMON FEATURES

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SACRAMENTO COUNTY

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Y i s p r o j e s d e s i g n e d b y t c r a m e n s t r i c t o f t m r p s g i n e e r s

T h e i n i t i a l s o r s i g n a t u r e s a n d r e g i s t r a t i s i g n a t i o n s o f i n d i v i d u a l s a p p e a r o n t h e s e p r o j e c t d o c u m e n s t h i n t h e s c o p e o f t h e m p l o y m e n t a s r e q u i r e d

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PHASE 1 - CONTRACT A - SITE R1

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C AS-BUILT

CONSTRUCTION CONTRACT No. W91238-09-R-0037

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SCHEDULE OF DRAWINGS

SEQUENCE

NUMBER

SHEET

NUMBER DESCRIPTION

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G-002 Sheet 2 of 32

DESCRIPTION

SEQUENCE

NUMBER

SHEET

NUMBER

C-101

C-104

STAGING AREA

C-102 EXISTING SITE CONDITIONS AND SITE ACCESS

CIVIL- R1

SLURRY CUTOFF WALL PROFILE

CIVIL UTILITIES

SITE PLAN WITH NEW SLURRY CUTOFF WALL ALIGNMENTC-103

28 CUTOFF WALL SECTIONS AND DETAILSC-105

C-106 CUTOFF WALL CAP AND PAVEMENT REPAIR DETAILS29

30 C-107

CORING, CLSM PROTECTION AND SURVEYING FOR

PUMPING PLANT 1A CONDUIT

29a C-106A AS-BUILT PAVEMENT SECTION DETAILS AND LOCATION PLAN

3137 BIRCH STREET

P l o t s c a l o t d a t l e n a m s i g n f i l e n o

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S u b m i t t e d b y

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D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

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DGNSPECPLOT DATE: $$$$date$$$$ PLOT TIME: $$$$time$$$$

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AS-BUILT

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1 COVER SHEET

G-001

G-002

G-003

SCHEDULE OF DRAWINGS

G-004

G-005

GENERAL NOTES

SHEET LAYOUT

LOCATIONS MAP

CU-001

CU-101

UTILITIES GENERAL INFORMATION

UTILITY SURVEY REPORT - R1 SITEPROJECT NO. 105608 - SITE R-1 - PROFILE NOTES AND LEGENDB-001

B-202

B-703

B-704

B-705

B-706

B-707

B-708

B-709

B-710

PROJECT NO. 105608 - SITE R-1 - PROFILE AND STICK LOGS

STA. -2+40 TO STA. 2+40

PROJECT NO. 105608 - SITE R-1 - LOG OF EXPLORATION

2F-00-101

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-00-102

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-00-103

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-07-11A

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-01-28

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-01-29

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

B1 & B2

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

B-4

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

B-5

B-711

B-712

B-713

B-714

SOIL BORINGS

6 DETOUR MAP-R1G-006

GENERAL

B-715

B-716

23 B-717

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-09-01

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-09-02

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-09-03

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-09-04

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-09-05

PROJECT NO. 105608 - SITE R-1- LOG OF EXPLORATION

2F-09-06

WESTERN STATES MAP

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WASHINGTON

OREGON

IDAHO

NEVADA N

LOCATION MAP

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SACRAMENTO

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A M

NTO

IV

E R

N

SACRAMENTO

AC

EXPWY

ARDEN

ALTA-

SACRAMENTO

NORTH

CARMICHAEL

FAIR OAKS

FOLSOM

ORANGEVALE

HEIGHTS

CITRUS

HIGHLANDS

NORTH

LINDA

RIO

ELVERTA

BASE

AIR FORCE

MATHER

BASE

AIR FORCE

McCLELLAN

ROCK

WHITE

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ARDEN WAY

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’U’ ST.

OAK AVE.

ANTELOPE ROAD

ROADANTELOPE

ELKHORN BLVD

ELVERTA ROAD

FISH

HATCHERY

SHOALS

NIMBUS DAM

HAZEL

AVENUE

BRIDGE

SUNRISE

BRIDGE

ANCIL

HOFFMAN

PARK

GOETHE

PARK

CAL EXPO

PARADISE

BEACH

ROSSMOOR

BAR

SACRAMENTO

BAR

EXPOSITION BLVD.

CORDOVA

RANCH0

D E

W

HURLEY WAY

LATHROP WAY

FAIR OAKS BLVD.

AVE

BRIDGE

INTAKE

NORTHROP AVE

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A

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D E L

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D

AMERICA

HOWE

FAIRBAIRN

ARDEN-ARCADE

LEISURE LN.

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ST.

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ELKHORN BLVD

DEL PASO ROAD

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BLVDMARKET

SAN JUAN ROAD

W. EL CAMINO AVE.

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IL

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DISCOVERY PARK

F R

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IN

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O C

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FOLSOM

BLVD

BROADWAY

14TH AVE.

BLVD.

FOLSOM

J ST.

H ST.

WINDING

MADISON AVE.

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FAIR OAKS BLVD.

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GREENBACK LANE

GREENBACK LANE

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EL CAMINO AVE.

WHITNEY AVE.

MARCONI AVE.

JACKSON HWY.

KIEFER

BROADWAY

JACOB DR.

ESTATES

DR

BLVD.

FRUITRIDGE ROAD

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S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

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R1 SITE

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AS BUILT

CITY OF SACRAMENTO

SACRAMENTO FIRE DEPARTMENT

5770 FREEPORT BLVD., SUITE 200

SACRAMENTO, CA 95822

FIRE PREVENTION DIVISION

VOICE 916 808-1643

THE BOATWORKS

1610 GARDEN HIGHWAY

SACRAMENTO, CA 95833

ROBERT GUERRA, MANAGER

VOICE 916 922-0718

CELL 916 949-9232

USA (UNDERGROUND SERVICE ALERT)

1 800 227 2600

(CALL 811 BEFORE YOU DIG)

WHEN YOU CALL USA, PG&E AND OTHER UTILITIES

ARE NOTIFIED SO THEY CAN IDENTIFY LOCATION OF

UNERGROUND UTILITIES.

PACIFIC GAS & ELECTRIC COMPANY

PHONE: 1 -800-743-5000

COMCAST:

4450 East Commerce Way

Sacramento, CA 95834

1-800-COMCAST 24/7

CITY OF SACRAMENTO

DEPARTMENT OF UTILITIES

(FOR WATER/SEWER/DRAINAGE)

1395 35th AVE.

SACRAMENTO, CA 95822

916 808-5454

916 264-5011 (24/7 EMERGENCY CONTACT)

SHERILL HUUN (SUPERVISING ENGINEER)

916 808-1455 shuun@cityofsacramento.org

SACRAMENTO SHERIFF’S DEPARTMENT

DROWNING ACCIDENT RESCUE TEAM

D.A.R.T.

P.O.BOX 711

ELK GROVE, CA 95759

RON ROBERTS

VOICE 916 806-0118

(LEASEE OF STAGING AREA)

CITY OF SACRAMENTO, DEPARTMENT OF TRANSPORTATION

915 I STREET,SACRAMENTO, CA 95814

TRAFFIC ENGINEERING SERVICES

916 808-8300

POINTS OF CONTACT:

CONTACT INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR WHERE DIRECT CONTACT IS OR MAY BE REQUIRED.

THE PRIMARY POINT OF CONTACT IS THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. ONLY THE CONTRACTING

OFFICER HAS THE AUTHORITY TO ALTER OR INTERPRET THIS CONTRACT SHOULD ANY INTERPRETATION BE NECESSARY. IN THE EVENT

ANY CONTACT, WHETHER LISTED HERE OR NOT REQUESTS ADDITIONAL WORK OR AN ALTERATION OF THIS CONTRACT, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER AS SOON AS POSSIBLE, WITH WRITTEN FOLLOW-UP, AND BEFORE PLANNING ANY SUCH WORK.

PAC BELL/AT&T/SBC:

EMERGENCY 611

(MAY NOT WORK FROM CELL PHONES)

DAMAGE PREVENTION HOTLINE

510 645-2929

ASTRID WILLARD

MANAGER-PUBLIC WORKS

COORDINATOR

3675 T ST

SACRAMENTO, CA 95816-6648

916 453-6136

Astrid.Willard@ATT.com

SACRAMENTO MUNICIPAL

UTILITY DISTRICT (SMUD):

ELECTRICAL POWER SERVICE

PRIMARY CONTACT:

JIM CLAMP

VOICE 916 732-5863

CELL 916 869-7515

SECONDARY CONTACT:

Blandon Granger, SR/WA

Property Administrator

SMUD Real Estate Services

6201 S Street

Sacramento CA 95817-1899

Office - 916-732-5016

Fax - 916-732-6008 bgrange@SMUD.org

S I

M A

N G

A N

P

H S I

A

I

A N

D R

O N

E

R O

B E

R S

O N

2. CONTRACTOR SHALL NOTIFY THE CORPS OF ENGINEERS CONTRACTING OFFICER OF HIS

CONSTRUCTION SCHEDULE IN ADVANCE OF CONSTRUCTION.

3. THE CONTRACTOR WILL BE RESPONSIBLE FOR:

a) DISPOSAL OF EXCESS CONSTRUCTION AND EXCAVATION MATERIAL AND COMPLIANCE WITH

ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS: SUCH AS THE CLEAN WATER ACT

AND THE NATIONAL HISTORIC PRESERVATION ACT.

b) NO DISPOSAL OF MATERIALS WILL BE ALLOWED ON THE WATERSIDE OF THE LEVEE. DISPOSAL

WILL BE IN ACCORDANCE WITH THE SPECIFICATION.

c) PREVENT ANY MATERIALS FROM ENTERING THE RIVER AT WATERSIDE DURING CONSTRUCTION.

d) NO REFUELING OF MOBILE EQUIPMENT IS PERMITTED ON THE WATERSIDE OF THE LEVEE.

7. ACCESS TO THE LEVEE CROWN AND ACCESS RAMPS ARE INDICATED ON THE DRAWINGS UNLESS OTHERWISE APPROVED BY

THE CONTRACTING OFFICER.

8. ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM ( NGVD) 1929.

9. GRID COORDINATES REFER TO CALIFORNIA COORDINATE SYSTEM ZONE II NAD 83.

5. EXISTING ROADWAYS SHALL BE KEPT CLEAR OF MUD AND DEBRIS AT ALL TIMES.

6. CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES TO REMAIN WITHIN PROJECT LIMITS, AND WILL BE

RESPONSIBLE FOR ANY DAMAGE TO THESE UTILITIES BY CONTRACT WORK. UTILITY SERVICES AND THEIR LOCATIONS

MAY NOT BE COMPLETE AS SHOWN ON DRAWING PLANS. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO

LOCATE AND PROTECT SERVICES DURING CONSTRUCTION. CONTRACTOR SHALL NOT INTERRUPT ANY UTILITY SERVICES.

1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY

VERIFIED BY THE OWNER OR ITS 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 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED

BY THE CONTRACTOR’S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONTRACTOR TO THE RECREATION BIKE

TRAIL, STAGING AREAS, PAVEMENT, ROADS, FENCES, FLOOD CONTROL STRUCTURES, INCLUDING LEVEES, LEVEE RAMP, AND

EXISTING BANK PROTECTION IMPROVEMENTS, VEGETATION, AND ALL OTHER UTILITIES AND IMPROVEMENT NOT DESIGNATED FOR

REMOVAL.

RECLAMATION DISTRICT 1000

(entity which will operate and maintain levee when complete)

PAUL DEVEREUX, DISTRICT ENGINEER

1633 GARDEN HIGHWAY SACRAMENTO, CA 95833

VOICE 916 922-1449

FAX 916 922-9173

GENERAL NOTES

LEGENDS

AGP/T

W

AGP

WW

AGP

AGP/T

W

1.

SEW SEW

G G G

T T

CB

SS

MH

11.0

21.8

ELECTRICAL TOWER

RISER

POWER POLE

SANITARY SEWER MANHOLE

R

ELECTRICAL VAULT

WATER LINE

P

OVERHEAD SWITCH

TRANSFORMER UNDERGROUND

TELEPHONE LINE

SEWER LINE

CATCH BASIN

STORM DRAIN

OVERHEAD POWER/TELEPHONE LINES

OVERHEAD POWER LINE

GAS LINES

SD MANHOLE

E

RIGHT-OF-WAY

SOIL LOG LOCATION

SPOT ELEVATION

FINISH ELEVATION

LIMIT OF WORK

CHAIN LINK OR OTHER

TYPE FENCE

C.L.

SD

R/W

POB

POE

PC

PT

PI

PCC

B.W.

AGP ABOVE GROUND POWER

BARBED WIRE

CHAIN LINK

STORM DRAIN

RIGHT-OF-WAY

POINT OF BEGINNING

POINT OF ENDING

POINT OF CURVE

POINT OF TANGENT

POINT OF INTERSECTION

POINT OF COMPOUND CURVE

CLSM CONTROLLED LOW STRENGTH MATERIAL

2H:1V SLOPE OF 2 HORIZONTAL TO 1 VERTICAL

N.T.S.

STA.

NOT TO SCALE

STATION

MIN MINIMUM

AC

AB

ASPHALT CONCRETE

AGGREGATE BASE

PVI

SLP

EVT

L

POINT OF VERTICAL INTERSECTION

LENGTH

SLOPE

EVENT POINT

2. GENERAL NOTES ARE APPLICABLE TO ALL WORK, UNLESS NOTED OTHERWISE ON OTHER SHEETS.

TYP. TYPICAL

O.C. ON CENTER

CLR. CLEARANCE

DIA. DIAMETER

PSI POUNDS PER SQUARE INCH

3H:1V SLOPE OF 3 HORIZONTAL TO 1 VERTICAL

PVC POLYVINYL CHLORIDE

PROTECTIVE PERIMETER FENCE FOR TREES

DETAIL NUMBER

SHEET SHOWN

C O

N S

T R

U C

T I

T E

S

G-004 Sheet 4 of 32

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S P l o t s c a l o t d a t l e n a m s i g n f i l e n o

D r a w i d e

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C R

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A

C O

R

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S

D E

P A

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M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

U

S I

G N

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E T

S A

C R

A M

E N

T

A

B

C

4 3 2 1 d a t e

8.1.2

C H I

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T

P H

A S

E

N T

R A

S A

C R

A M

E N

U N

T Y

C H

A

R B I

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ABBREVIATIONS

CONSTRUCTION NOTES

C-8

NN

L

IG

N M

E

B U

L A

T

IO

N

A

R V

N T

R

IN

T S

S H

E

Y O

U T

Sheet 5 of 32

G-005

SACRAMENTO

RIVER

SACRAMENTO

RIVER

S I

M A

N G

A N

S I

M A

N G

A N

P l o t s c a l o t d a t l e n a m s i g n f i l e n o

D r a w i d e

S A

C R

A M

E N

T

L I

F O

R N I

A

C O

R

G I

N E

E R

S

D E

P A

R T

M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

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S A

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C A

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V

M M

A T

U R

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M A I

N I

T

D A

O J

E C

T

P H

A S

E

N T

R A

S A

C R

A M

E N

U N

T Y

E

N 1,9 82,60

N 1,9 83,00

E

FLOWFLOW

GRID COORDINATES ARE IN SURVEY

FEET AND REFER TO THE

CALIFORNIA STATE COORDINATE

SYSTEM ZONE II, NAD 83/91

SYMBOL DESCRIPTION

CONTROL POINT

LEGEND

P O

B S t a

P

IS

ta

+0

.0

P

IS

ta

1+10

.9

P

IS

ta

+0 1.0

GENERAL NOTES:

C H

A

R B I

K

RD 1000

PSO3087

805AD

805AC

NN

SACRAMENTO

RIVER

SACRAMENTO

RIVER

FLOWFLOW

SCALESCALE

0 10’25’ 50’ 100’ 150’ 200’ 250’

1" = 50’-0"

SCALESCALE

IT

T O

U R

G-006 Sheet 6 of 32

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D r a w i d e

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C O

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N E

E R

S

D E

P A

R T

M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

U

S I

G N

R E

E T

S A

C R

A M

E N

T

A

B

C

4 3 2 1 d a t e

8.1.2

C H I

E

Sheet

C A

L I

F O

R N I

A

A M

E R I

C

V

M M

A T

U R

E S

R E

M A I

N I

T

D A

O J

E C

T

P H

A S

E

N T

R A

S A

C R

A M

E N

U N

T Y

B E

N S

O N

P

H S

IA

S C

IA

N D

R O

N E ic h a

T o r b ik

SITE R1

NORTH

SITE R1

NORTH

AS BUILTAS BUILT

THIS ORTHOPHOTO WAS

PRODUCED FROM AERIAL

PHOTOGRAPHY

DATED 10-2-96.

C-101

5 0

0 2

GRAPHIC SCALE

20’ 200’160’120’80’40’ 1’ = 50’-0"

GENERAL NOTES:

THIS MAP MEETS THE

NATIONAL STANDARDS

OF ACCURACY FOR

ORTHOPHOTO MAPS BY

PHOTOGRAMMETRIC METHODS.

TWO FIRE HYDRANTS

AT STAGING AREA ARE

NOT AVAILABLE FOR USE.

FIRE HYDRANT NEAR

ENTRANCE OF THE

BOATWORKS IS AVAILABLE

FOR USE TO THE CONTRACTOR

AND LOCATED NEAR THE

BOATWORKS ENTRANCE CLOSE

TO STAGING AREA.

SEE SPECIFICATION

SECTION 01 50 05

FOR ADDITIONAL

INFORMATION ON

STAGING AREA.

PROVIDE SECONDARY

CONTAINMENT ALONG

PERIMETER OF STAGING

AREA. SEE SECONDARY

CONTAINMENT DETAIL

ON THIS SHEET.

S T

A G

E A

Sheet 24 of 32

P l o t s c a l o t d a t l e n a m s i g n f i l e n o

D r a w i d e

S A

C R

A M

E N

T

L I

F O

R N I

A

C O

R

G I

N E

E R

S

D E

P A

R T

M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

U

S I

G N

R E

E T

S A

C R

A M

E N

T

A

B

C

4 3 2 1 d a t e

8.1.2

C H I

E

Sheet

AM-XX

C A

L I

F O

R N I

A

S A

C R

A M

E N

U N

T Y

A M

E R I

C

V

M M

A T

U R

E S

R E

M A I

N I

T E

D A

P H

A S

E

N T

R A

I

A

R O

B E

R S

O N

S C I

A N

D R

O N

E

C H

A

R B I

K

AS BUILT

SACRAMENTO RIVER

CONTROL LINE

FIRE HYDRANTS

NOT AVAILABLE FOR USE

SECONDARY CONTAINMENT DETAIL

6"

32"

24"

VISQUEEN

K-RAIL

SAND BAG

NOTES:

1. OVERLAP VISQUEEN 18 INCHES

AT EDGES.

2. SAND BAGS SHALL BE LAPPED

TO FORM A SEAL CONTINUOUS

ALONG THE EDGES.

FLOW

GARDEN HWY

T

A T

W O

R

PARKING LOT

DOCK

N604315.26

E2041356.45

EASEMENT LINE

STAGING AREA

1.

R1

N604334.94

E 2041436.07

S T

A

.8

E X

IS

T

IN

G

S

L U

R

L L

E X I

S T I

U R

L L

S T

A

S T

A

PUMP STATION

REMOVED

2.

3.

4.

5.

CITY OF SACRAMENTO

6.

P V

L N

0 5’10’15’20’ 40’ 60’ 80’ 100’

1" = 20’-0"

0 1’2’3’4’5’ 10’ 15’ 20’ 25’

1" = 5’-0"

R O

B E

R S

O N

I

A

S C I

A N

D R

O N

E

P l o t s c a l t m s i g n f i l e n o

D r a w i d e

S A

C R

A M

E N

T

L I

F O

R N I

A

C O

R

G I

N E

E R

S

D E

P A

R T

M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

U

S I

G N

R E

E T

S A

C R

A M

E N

T

A

B

C

4 3 2 1 d a t e

8.1.2

C H I

E

Sheet

C A

L I

F O

R N I

A

A M

E R I

C

V

M M

A T

U R

E S

R E

M A I

N I

T

O J

E C

T

P H

A

N T

R A

S A

C R

A M

E N

U N

T Y

TOP OF LEVEE

10 10

-10 -10

E L E

V A

T

IO

N I

N F

E E

T

E L E

V A

T

IO

N I

N F

E E

T

-20

-30

-40

-2+00 -1+00 0+00 1+00 2+00

-20

-30

-40

C H

A

R B I

K

STATION IN FEET

AM - 02

Horizontal Scale

Vertical Scale

EL. -6.28

EL. 8.06

I

L T

R

E V I

S

I

L T

Sheet 27 of 32

SLURRY CUTOFF WALL - PROFILE

P R

O F

IL

C-104

T

A -1

S T

A

CULVERT

EXISTING CUTOFF WALL

EXISTING CUTOFF WALL

CUTOFF WALL

CUTOFF WALL

EXISTING CUTOFF WALL

NOT TO FULL DEPTH

TO DESIGN DEPTH

S L

U R

R Y C

U T

O F F W

A L L

NEW

NEW

CUTOFF WALL

S

CLSM

CLSM ABOVE CULVERT SHALL EXTEND

TO PAVEMENT SECTION SEE DRAWING

SHEET C-106 FOR PAVEMENT SECTION

DETAIL.

NOTE:

C-106A

2X54" CMP W.S.P. ORIGINALLY

PARTIALLY FILLED WITH

GROUT REMOVED WITHIN

LIMITS OF CUTOFF WALL

PLACEMENT SEE C-103 AND

CU-101 FOR REMOVAL

LIMITS

COMCAST:

4450 East Commerce Way

Sacramento, CA 95834

1-800-COMCAST 24/7

CITY OF SACRAMENTO

DEPARTMENT OF TRANSPORTATION

915 I STREET,SACRAMENTO, CA 95814

TRAFFIC ENGINEERING SERVICES

916 808-8300

CITY OF SACRAMENTO

SACRAMENTO FIRE DEPARTMENT

5770 FREEPORT BLVD., SUITE 200

SACRAMENTO, CA 95822

FIRE PREVENTION DIVISION

VOICE 916 808-1643

PAC BELL/AT&T/SBC:

EMERGENCY 611

(MAY NOT WORK FROM CELL PHONES)

DAMAGE PREVENTION HOTLINE

510 645-2929

ASTRID WILLARD

MANAGER-PUBLIC WORKS

COORDINATOR

3675 T ST

SACRAMENTO, CA 95816-6648

916 453-6136

Astrid.Willard@ATT.com

USA (UNDERGROUND SERVICE ALERT)

1 800 227 2600

(CALL 811 BEFORE YOU DIG)

WHEN YOU CALL USA, PG&E AND OTHER UTILITIES

ARE NOTIFIED SO THEY CAN IDENTIFY LOCATION OF

UNERGROUND UTILITIES.

PACIFIC GAS & ELECTRIC COMPANY

PHONE: 1 -800-743-5000

THE BOATWORKS

1610 GARDEN HIGHWAY

SACRAMENTO, CA 95833

ROBERT GUERRA, MANAGER

VOICE 916 922-0718

CELL 916 949-9232

5. The maximum loading everywhere in this job is HS-20 loading.

All vehicles and equipment shall be street legal and in no case shall any vehicle or equipment pass over any conduit, pipe or utility line with less than the existing cover. Note specific additional requirements for the drainage line.

6. The Contractor shall keep the Contracting Officer continually informed regarding the work schedule in the drainage area.

7. Utility accommodation work shall be scheduled to occur prior to other earthwork.

8. Protect in-place all utilities except for the two 54"welded steel pipes that were abandoned.

9. The two 54" welded steel pipes that were abandoned shall be removed where cutoff wall crosses pipes. Prior to cutoff wall construction, pipes shall be inspected and sealed if necessary to prevent slurry discharged into river and Natomas Main Drain Canal.

10. Overhead electrical lines shall be de-energized by SMUD and shall remain in-place. Coordination shall be performed with SMUD.

1. Contractor shall contact Underground Service Alert 1-800-227-2600 at least 48 hours prior to excavation as required by law. The contractor shall inform the Contracting Officer, as soon as possible, in the event a utility not shown on these plans is indicated by USA or any other person.

2. All utilities crossing the cutoff wall alignment shall be potholed prior to construction.

3. The utility crossing locations as shown are approximate only in both alignment and indicated.

4. Note that not all plan sheets have a corresponding utility sheet, only those with known utilities.

NOTES:

CITY OF SACRAMENTO

DEPARTMENT OF UTILITIES

(FOR WATER/SEWER/DRAINAGE)

1395 35th AVE.

SACRAMENTO, CA 95822

916 808-5454

916 264-5011 (24/7 EMERGENCY CONTACT)

SHERILL HUUN (SUPERVISING ENGINEER)

916 808-1455 shuun@cityofsacramento.org

SACRAMENTO SHERIFF’S DEPARTMENT

DROWNING ACCIDENT RESCUE TEAM

D.A.R.T.

P.O.BOX 711

ELK GROVE, CA 95759

RON ROBERTS

VOICE 916 806-0118

(LEASEE OF STAGING AREA)

U T I

L I

T I

E S

G E

N E

R A

L

I

N F

O R

M A

T I

O N

U T I

L I

T I

E S

G E

N E

R A

L

I

N F

O R

M A

T I

O N

UTILITY

CROSSING

SURVEY

POINT

(FT)

LANDSIDE

LEVEE

HEIGHT

(FT)

CONDUIT

TOP TO

LEVEE TOP

(FT)

DIAMETER

(FT)

NUMBER OF

PIPES AND

DISTANCE

APART(FT)

PIPE

MATERIAL

UTILITY

TYPE UTILITY OWNERSHIP

AS-

BUILT

SECTION R1

48" 6/6.5

STATION

-1+72 TO -1+39.5

-1+15

0+90

UNKNOWN

25’x 10’

-1+15

-1+15

-1+15

-1+15

-0+99 AND -0+67

14.1

14.1

14.1

14.1

14.1

14.1

1.97

1.97

1.97

1.97

1.97

STEEL

UNKNOWN

2"

2"

2"

UNKNOWN

UNKNOWN

UNKNOWN

UNKNOWN

UNKNOWN

CONCRETE20.67

OVERHEAD ELECTRICAL

TV CABLE COMCAST

SEWER

TELEPHONE

ELECTRICAL

GAS

FOUR CELLS BOX

DRAINAGE

RECLAMATION DISTRICT 1000

PACIFIC BELL

SACRAMENTO MUNICIPAL UTILITIES DISTRICT(SMUD)

PACIFIC GAS & ELECTRIC

RECLAMATION DISTRICT 1000

CITY OF SACRAMENTO-DEPT OF UTILITIES

SACRAMENTO MUNICIPAL UTILITIES DISTRICT(SMUD)

AS BUILT

C H

A

R B I

K

POINTS OF CONTACT:

CONTACT INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR WHERE DIRECT CONTACT IS OR MAY BE REQUIRED.

THE PRIMARY POINT OF CONTACT IS THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. ONLY THE CONTRACTING

OFFICER HAS THE AUTHORITY TO ALTER OR INTERPRET THIS CONTRACT SHOULD ANY INTERPRETATION BE NECESSARY. IN THE EVENT

ANY CONTACT, WHETHER LISTED HERE OR NOT REQUESTS ADDITIONAL WORK OR AN ALTERATION OF THIS CONTRACT, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER AS SOON AS POSSIBLE, WITH WRITTEN FOLLOW-UP, AND BEFORE PLANNING ANY SUCH WORK.

SACRAMENTO MUNICIPAL

UTILITY DISTRICT (SMUD):

ELECTRICAL POWER SERVICE

PRIMARY CONTACT:

JIM CLAMP

VOICE 916 732-5863

CELL 916 869-7515

SECONDARY CONTACT:

Blandon Granger, SR/WA

Property Administrator

SMUD Real Estate Services

6201 S Street

Sacramento CA 95817-1899

Office - 916-732-5016

Fax - 916-732-6008 bgrange@SMUD.org

ALL STATIONS, DEPTHS AND OTHER INFORMATION SHOWN ARE APPROXIMATE AND MEASURED WHERE CONDUIT APPARENTLY CROSSES

LEVEE CENTERLINE. SOME CONDUITS CROSS AT AN ANGLE OR CHANGE DIRECTION BETWEEN THE CENTERLINE AND TOE. THIS TABLE

SHOWS LEVEE CENTERLINE CROSSING ONLY. INTERFERENCE WITH NEARBY NON-CROSSING LINES COULD STILL OCCUR. MAPS SENT

FROM UTILITIES TO THE CORPS ARE AVAILABLE UPON REQUEST TO THE CONTRACTING OFFICER. DISTANCES BETWEEN PIPES THAT

ARE SHOWN ARE MEASURED CENTERLINE TO CENTERLINE OF PIPES.

RECLAMATION DISTRICT 1000

(entity which will operate and maintain levee when complete)

PAUL DEVEREUX, DISTRICT ENGINEER

1633 GARDEN HIGHWAY SACRAMENTO, CA 95833

VOICE 916 922-1449

FAX 916 922-9173

P l o t s c a l o t d a t l e n a m s i g n f i l e n o

D r a w i d e

S A

C R

A M

E N

T

L I

F O

R N I

A

C O

R

G I

N E

E R

S

D E

P A

R T

M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

Sheet

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

U

S I

G N

R E

E T

S A

C R

A M

E N

T

C

4 3 2 1 D

G N

S P

E C

P L

T E d a t e

P L

E t im e

.0 .3 d a t e

C A

L I

F O

R N I

A

C H I

E

V

A

C R

A M

E N

U N

T Y

A M

E R I

C

V

M M

A T

U R

E S

S I

M A

N G

A N

S I

M A

N G

A N

U T I

L I

R V

P O

R T

I

A

R E

M A I

N I

T E

S

W R

D A

O J

E C

T

P H

A S

E

N T

R A

CU-001

Sheet 31 of 32

N

L N

R

T E

28"

30"

30"

26"

Sheet 32 of 32

R E

V

P L

O T

S C

A L

E P l o t s c a l o t d a t l e n a m s i g n f i l e n o

D r a w i d e

S A

C R

A M

E N

T

L I

F O

R N I

A

C O

R

G I

N E

E R

S

D E

P A

R T

M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

Sheet

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

U

S I

G N

R E

E T

S A

C R

A M

E N

T

C

4 3 2 1 D

G N

S P

E C

P L

T E d a t e

P L

E t im e

.0 .3 d a t e

C A

L I

F O

R N I

A

C H I

E

V

A

C R

A M

E N

U N

T Y

A M

E R I

C

V

M M

A T

U R

E S

S I

M A

N G

A N

S I

M A

N G

A N

U T I

L I

R V

P O

R T

I

A

R E

M A I

N I

T E

S

W R

D A

O J

E C

T

P H

A S

E

N T

R A

CU-101

18" C

ONCRETE WALL

GRAVEL

FLAG POLE

ADA RAMP

DROP INLET

RIM E

LEV 22.7

WATER MANHOLES

RIM

ELEV 23.2

RIM

ELEV 23.3

RIM

ELEV 23.3

RIM

ELEV 23.4

RIM

ELEV 23.3

COMM MANHOLE

RIM

ELEV 38.7

ELECTIC MANHOLE

RIM E

LEV 15.2

ELECTIC VAULT

RIM E

LEV 11.4

ELECTIC VAULT

RIM E

LEV 22.8

RIM E

LEV 12.3

7ELECTRIC VAULT

18" C

ONCRETE WALL

12"

12" 6"

36"

28"

30"

26" 72"

30"

EDGE OF WATER

MAILBOX

GRAVEL

GRAVEL

GRAVEL

BLACKTOP

BLACKTOP

BLACKTOP

BLACKTOP

BLACKTOP

BLACKTOP

BLACKTOP

GRAVEL ROAD

GRAVEL ROAD

GRAVEL ROAD

GRAVEL ROAD

GRAVEL ROAD

C O

N C R E

TE

P

A D

C O

N C R E

TE

P

A D

BLACKTOP

BLACKTOP

UNDERGROUND ELECTRIC

18" C

ONCRETE WALL

CATWALK

CONCRETE PAD

GENERAL NOTES:

GRID COORDINATES ARE IN SURVEY

FEET AND REFER TO THE

CALIFORNIA STATE COORDINATE

SYSTEM ZONE II, NAD 83/91

FLOW

CONTROL LINE

SYMBOL DESCRIPTION

CONTROL POINT

LEGEND

E

WARNING

O.H. POWER LINES

1" = 40’-0"

20’ 40’ 80’ 120’ 160’ 200’

FEET

GRAPHIC SCALE

STA. -1+05 END OF

EXISTING SLURRY WALL

N 1,982,670.3

E 6,697,573.5

STA. 0+87 END OF

EXISTING SLURRY WALL

FENCE LINE

E

N 1,9 82,60

E

72"72"72"

E

N 1,982,669.4

E 6,697,381.0

SACRAMENTO RIVER

N 1,9 83,00

EXISTING PIPES REMOVED TO

LIMITS INDICATED (HATCHED

AREA)

GROUT PLUGS INSTALLED ON

REMAINING SECTIONS NEAR

EXISTING FENCE LINE AT

SOUTH EDGE OF ROADWAY

ASBUILT

C H

A

R B I

K

.0

.3

.4

.4

18" C

ONCRETE WALL

E

.5

2F07 .11A

.7

.7

E

.5

.2

.5

E

.4

.7

.5

.1

.4

.6

.8

.2

.3

.6

E

.9

UNDERGROUND ELECTRIC

.0

.0

.1

W

W

W

W

W

.7

E .8

.9

GATE

.6

.8

GATE

GATE

P

.2

.3

.3

.7

.7

.1

.2

WATER

BREATHER

.4

.4

.6

.7

805AC

.4

.5

.6

.9

G35

.2

E

GATE

.1

.5

.6

.6

.8

.9

CO

WOOD RETAINING WALL

GATE

.0

.0

.1

RD100

.2

.2

.3

.3

.3

.3

.5

.5

PSO3087

.6

WATER

.7

C

276J

N E

W

P

U

U S E

O L D

P

U

U S E

276J

PSO3087

RD 1000

RECLAMATION DISTRICT OFFICE

GARDEN HIGHWAY

R

E V I

S

I

L T

UNDERGROUND PIPES FOR

PUMPING PLANT NO.1B

6-48"ID STEEL PIPES

STA-0+99 AND STA-0+67

25’x 10’

CONCRETE BOX DRAINAGE

RECLAMATION DIST 1000

STA -1+72 TO STA -1+39.5

TV CABLE(COMCAST)

SEWER(CITY OF SACRAMENTO)

TELEPHONE(PACIFIC BELL)

ELECTRICAL (SMUD)

GAS(PG&E)

STA -1+15 (5-UTILITIES)

STA 0+90

OVERHEAD ELECTRIC

12 KV

STA -0+02.5 AND STA0+06.5

ABANDONED 54"DIA.

W.S.P. ORIGINALLY PARTIALLY

FILLED WITH GROUT (PARTIALLY

REMOVED AS INDICATED

ABOVE)