B08 IFB Atch 2 - Reach_B_I-5_Window_Plan_FINAL_No Contract_Task Number.pdf

RIVER

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COUNTY

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AMERICAN

RIVER

SACRAMENTO

COUNTY

SUTTER

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COUNTY

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DEEP WATER

CHANNEL

METROPOLITAN

SACRAMENTO

AIRPORT

AREA MAP

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PLUMAS

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PROJECT

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SAN DIEGO

IMPERIAL

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FINAL SUBMITTAL

LIST OF CONTRACT VOLUMES:

VOLUME 1: NATOMAS BASIN - REACH B, I-5 WINDOW CONTRACT SPECIFICATIONS

VOLUME 2: NATOMAS BASIN - REACH B, I-5 WINDOW IMPROVEMENT PLANS

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Civil Works Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

James J. Handura

Rick Poeppelman P.E.

William M. Hall, P.E.

PROJECT

LOCATION

ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

SACRAMENTO DISTRICT

DECEMBER 2020

AMERICAN RIVER COMMON FEATURES

NATOMAS BASIN - REACH B, I-5 WINDOW

STA 437+00 TO 465+00 (VOLUME 2 OF 2)

SACRAMENTO COUNTY, CALIFORNIA

PROJECT # 458598

IMPROVEMENT PLANS

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C 64111

Exp.

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12/31/20

STA 437+00

BEGIN REACH B, I-5

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INTERSTATE 5

N BAYOU WAY

CONTROL LINE

STA 465+00

END REACH B, I-5

CONTROL LINE

ELKHORN BLVD.

INTERSTATE 5

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RIEGO RD.

SANKEY RD.

ELVERTA RD.

HOWSLEY

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Sutter County

Sacramento County

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W ELVERTA RD

W RIEGO RD

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SANKEY RD

N:2018932.37E:6670882.14

ROAD

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A

MILE 0.00 UNIT 4

MILE 17.10 UNIT 3

MILE 4.27 UNIT 4

MILE 0.00 UNIT 1

MILE 0.00 UNIT 2

MILE 18.27 UNIT 1

MILE 0.00 UNIT 3

MILE 2.19 UNIT 2

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AMERICAN RIVER

PROJECT

LOCATION

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BAYO

U W

AY

INTERSTATE 5

NOTES:

1. NATOMAS BASIN MAP PREPARED BY PSOMAS INC. THE PURPOSE OF THIS

MAP IS TO SHOW THE LEVEE MILES FOR THE LEVEES INCLUDED IN THE

NATOMAS LEVEE IMPROVEMENT PROGRAM.

2. THE LEVEE MILES SHOWN HEREON ARE BASED ON THE NLIP PROJECT

BASELINES, THE BEGINNING AND ENDING POINTS OF UNITS 1 THROUGH 4

BEING BASED ON THE INFORMATION OBTAINED FROM RECLAMATION

DISTRICT NO. 1000 INSPECTION LOGS DATED FEBRUARY 1991 AND FEBRUARY

1992 AND ARE APPROXIMATE IN NATURE.

IMPROVEMENT PROJECT

NATOMAS BASIN - REACH B, I-5 WINDOW (STA 437+00 TO 465+00)

AMERICAN RIVER COMMON FEATURES

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FINAL SUBMITTAL

N

PROJECT LIMITS

NTS

G-002

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BASIN MAP

NTS

AutoCAD SHX Text

INTERSTATE 80

GENERAL

DESCRIPTION

DWG

NO.

DESCRIPTION

DESCRIPTION

DESCRIPTION

DWG

NO.

DWG

NO.

DWG

NO.

SHT

ORDR

SHT

ORDR

SHT

NO.

SHT

NO.

AERIAL PHOTO AND TREE REMOVAL

G-001 1 TITLE SHEET AND LOCATION MAP

G-002 2 BASIN MAP

G-003 3 SHEET INDEX

G-004 4 GENERAL ABBREVIATIONS

G-005 5 GENERAL LEGEND AND SYMBOLS

G-006 6 GENERAL NOTES

G-007 7 SURVEY CONTROL MAP

V-101 8 AERIAL PHOTO AND TREE REMOVAL STA: 434+00 TO 446+00

V-102 9 AERIAL PHOTO AND TREE REMOVAL STA: 446+00 TO 458+00

V-103 10 AERIAL PHOTO AND TREE REMOVAL STA: 458+00 TO 468+00 AND TREE INVENTORY

EXISTING TOPOGRAPHY AND DEMOLITION

CD101 11 EXISTING TOPOGRAPHY AND DEMOLITION PLAN STA: 436+00 TO 448+00

CD102 12 EXISTING TOPOGRAPHY AND DEMOLITION PLAN STA: 448+00 TO 460+00

CD103 13 EXISTING TOPOGRAPHY AND DEMOLITION PLAN STA: 460+00 TO 468+00

SITE PLANS

C-001 14 LEVEE CONTROL LINE ALIGNMENT PLAN AND KEYMAP

C-002 15 CONSTRUCTION LIMIT PLAN

C-101 16 LEVEE PLAN AND PROFILE STA: 436+00 TO 448+50

C-102 17 LEVEE PLAN AND PROFILE STA: 448+50 TO 460+50

C-103 18 LEVEE PLAN AND PROFILE STA: 460+50 to 468+00

LEVEE PLAN AND PROFILE

C-301 19 TYPICAL LEVEE SECTIONS (1 OF 2)

C-302 20 TYPICAL LEVEE SECTIONS (2 OF 2)

TYPICAL LEVEE SECTIONS

LEVEE CROSS SECTIONS

C-401 21 CROSS-SECTIONS STA 437+00 TO 439+00

C-402 22 CROSS-SECTIONS STA 440+00 TO 441+00

C-403 23 CROSS-SECTIONS STA 441+50 TO 442+50

C-404 24 CROSS-SECTIONS STA 443+00 TO 447+00

C-405 25 CROSS-SECTIONS STA 448+00 TO 453+00

C-406 26 CROSS-SECTIONS STA 454+00 TO 458+00

C-407 27 CROSS-SECTIONS STA 459+50 TO 465+00

TYPICAL DETAILS

C-501 28 TYPICAL DETAILS (1 OF 2)

C-502 29 TYPICAL DETAILS (2 OF 2)

C-503 30 TYPICAL ACCESS CONTROL GATE DETAILS (1 OF 2)

C-504 31 TYPICAL ACCESS CONTROL GATE DETAILS (2 OF 2)

C-505 32 PEDESTRIAN ACCESS AND DRAINAGE DETAILS

C-506 33 DRAINAGE DETAILS

C-507 34 INSTRUMENTATION DETAILS

C-701 35 TEMPORARY PUBLIC ACCESS PLAN

C-702 36 GARDEN HIGHWAY LEVEE EXCAVATION PLAN

C-703 37 NORTH BAYOU WAY/GARDEN HIGHWAY GRADING PLAN

C-704 38 NORTH BAYOU WAY/GARDEN HIGHWAY POINT AND ALIGNMENT TABLES

C-705 39 NORTH BAYOU WAY/GARDEN HIGHWAY PROFILES

C-706 40 PARKING LOT ENLARGEMENT

C-707 41 GARDEN HIGHWAY ACCESS DRIVEWAY GRADING PLAN

C-708 42 GARDEN HIGHWAY ACCESS DRIVEWAY PROFILE, POINT AND ALIGNMENT TABLES

C-709 43 BORROW SITE GRADING

TRANSPORTATION

CP001 44 TYPICAL CROSS SECTION GARDEN HIGHWAY

CP002 45 TYPICAL CROSS SECTION NORTH BAYOU WAY

CP101 46 NORTH BAYOU WAY PLAN AND PROFILE STA: 58+00 TO 69+50

CP102 47 GARDEN HIGHWAY PLAN AND PROFILE STA: 440+00 TO 446+85

CP103 48 ACCESS DRIVEWAYS PLAN AND PROFILE

CP201 49 TEMPORARY DETOUR ROAD NORTH DETOUR

CP202 50 TEMPORARY DETOUR ROAD SOUTH DETOUR

CP203 51 NORTH DETOUR "NDE" LINE PROFILE

CP204 52 SOUTH DETOUR "SDE" LINE PROFILE

CP205 53 HAUL ROUTE FOR KAUFMAN BORROW SITE

CP301 54 TEMPORARY TRAFFIC HANDLING PLAN STAGE 1

CP302 55 TEMPORARY TRAFFIC HANDLING PLAN STAGE 2

CP303 56 TEMPORARY TRAFFIC HANDLING PLAN STAGE 3

CP304 57 TEMPORARY TRAFFIC HANDLING PLAN STAGE 4

CP305 58 TEMPORARY TRAFFIC HANDLING PLAN STAGE 5

CP306 59 TEMPORARY TRAFFIC HANDLING PLAN STAGE 6

CP401 60 DETOUR PLAN STAGE 2 AND STAGE 5

CP402 61 DETOUR PLAN STAGE 3 AND STAGE 4

CP501 62 SIGNING AND STRIPING GARDEN HIGHWAY NORTH BAYOU WAY

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D E

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M A

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S U

B M

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D A

T E

C O

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R A

C H

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K E

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FINAL SUBMITTAL

G-003

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NOTES

IMPLY ALL ABBREVIATIONS HAVE BEEN USED ON

DRAWINGS. LISTING OF ABBREVIATIONS DOES NOT

THIS SHEET APPLIES TO THE ENTIRE SET OF

CROSS SECTIONXSECT

THIS PROJECT.

1.

AB

ABND

AC

ACE

ADDN

ADJ

ADMIN

ADWF

AFG

AGGR

AI

ACB

ACFB

ALUM

ALT

ANC

APN

APPROX

ASTM

AVE

AVG

AWG

AGGREGATE BASE

ABANDON

ASPHALTIC CEMENT CONCRETE

ANNUAL CHANCE EXCEEDANCE

ADDITION, ADDITIONAL

ADJUST, ADJUSTABLE

ADMINISTRATION

AVERAGE DRY WEATHER FLOW

ABOVE FINISH GRADE

AGGREGATE

AREA INLET

ASPHALT BERM

ASPHALT AT FACE OF BERM

ALUMINUM

ALTERNATE

ANCHOR

ASSESSOR PARCEL NUMBER

APPROXIMATE

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AVENUE

AVERAGE

AMERICAN WIRE GAGE

BACK TO BACK

BEGINNING OF CURVE

BOARD

BLIND FLANGE

BASELINE

BUILDING

BLOCKING

BOULEVARD

BENCHMARK

BASE PLATE

BEARING

BRACKET

BOTH SIDES

BETWEEN

BEGINNING OF VERTICAL CURVE

BOTH WAYS

B-B

BC

BD

BF

BL

BLDG

BLKG

BLVD

BM

BP

BRG

BRKT

BS

BTW

BVC

BW

C

C&G

CAP

CAV

CB

CCW

C-C

CF

CFH

CFM

CFS

CI

CJ

CL

CLJ

CLO

CLR

CMH

CMP

CMU

CO

COL

COMM

COMP

CON

CONC

CONN

CONST

CONT

CORR

CP

CPLG

CPT

CSC

CSK

CR

CTR

CVT

STEEL CHANNEL SHAPE, CENTIGRADE

CURB & GUTTER

CAPACITY

CAVITY

CATCH BASIN

COUNTER CLOCKWISE

CENTER TO CENTER

CUBIC FEET (FOOT)

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CURB INLET

CONSTRUCTION JOINT

CENTERLINE

CONTROL JOINT

CLOSET

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

COMMUNICATION

COMPRESSIBLE

CONIFER

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CORRIDOR

CONTROL POINT

COUPLING

CONE PENETRATION TEST

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CROWN OF ROAD

CENTER, CONTRACTOR

CULVERT

DBL

DEC

DEG

DEMO

DEP

DEPT

DI

DIA

DIAG

DIAM

DIM

DIST

DIV

DN

DSM

DP

DRAIN

DR

DT

DTL

DWG

DWLS

DWR

DOUBLE

DECIDUOUS

DEGREE

DEMOLITION

DEPRESSED

DEPARTMENT

DROP INLET

DIAMETER

DIAGONAL

DIAMETER

DIMENSION

DISTANCE, DISTRIBUTION

DIVISION

DOWN

DEEP SOIL MIX

DEPTH

DRAINAGE STRUCTURE

DRAIN ROCK

DOUBLE TEE

DETAIL

DRAWING

DOWELS

DRAWER

E

E'LY

EA

EC

ECC

EDGE RR

EDC

EP

EW

EDB

EE

EF

EFF

EG

ETW

EJ

EL

ELEC, ELECT

ELEV

EMBD

EMH

ENCL

ENGR

ENTR

EOH

ED

EQ

EQUIP

ETW

EW

EVC

EF

EWTB

EX

EXC

EXIST

EXP

EXT

EASTING

EASTERLY

EACH

END OF CURVE

ECCENTRIC

EDGE OF RAILROAD TRACKS

EDGE OF CONCRETE

EDGE OF PAVEMENT

EDGE OF WATER-EACHWAY

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFICIENCY

EXISTING GRADE

EDGE OF TRAVEL WAY

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

ELEVATION

EMBEDDED

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

ELECTRICAL OVERHEAD

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EDGE OF TRAVEL WAY

EACH WAY

END OF VERTICAL CURVE

EACH FACE

EACH WAY, TOP AND BOTTOM

EXTRA

EXCAVATION

EXISTING

EXPANSION

EXTERIOR, EXTERNAL

F

FAB

FB

FBG

FDN

FF

F-F

FFE

FG

FIG

FIN

FJT

FL

FLR

FLS

FOB

FOC

FPM

FPS

FPT

FR

FRP

FT

FTG

FTGS

FUT

FWD

FXC

FAHRENHEIT, FACE

FABRICATE (D), (TION)

FLOOR BEAM

FIBERGLASS

FOUNDATION

FAR FACE

FACE TO FACE

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIGURE

FINISHED

FLUSH JOINT FLOW,

FLOW LINE

FLOOR

FLASHING or FLUSH

FLAT ON BOTTOM

FACE OF CONCRETE

FEET PER MINUTE

FEET PER SECOND

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FEET, FOOT

FOOTING

FITTINGS

FUTURE

FORWARD

FLEXIBLE

GA

GAL

GALV

GPOST

GB

GD

GN

GND

GS

GO

GDR

GPD

GPH

GPM

GA

GP

GR

GRT

GRTG

GSKT

GAGE, METAL THICKNESS

GALLON

GALVANIZED G

GATE POST

RADE BREAK, GRAB BAR

GUARD

GENERAL

GROUND

GROUND SHOT

GRATING OPENING

GRAVEL DRIVEWAY

GALLONS PER DAY

GALLONS PER HOUR

GALLONS PER MINUTE

GUY ANCHOR-GAGE,METAL THICK

GUY POLE

GRATE

GROUT

GRATING

GASKET

HDR

HDW

HGR

HM

HORIZ

HP

HR

HS

HT

HW

HWD

HWL

HWY

HYD

HEADER

HARDWARE

HANGER

HOLLOW METAL

HORIZONTAL

HIGH POINT

HANDRAIL, HOUR

HEADED STUD

HEIGHT

HEADWALL-HARDWARE

HARDWOOD

HIGH WATER LEVEL

HIGHWAY

HYDRAULIC

ID

IE

INV

IF

IN

IP

INSTR

INSUL

INT

INTR

INSIDE DIAMETER

INVERT ELEVATION

INVERT OF PIPE (FLOWLINE ELEVATION)

INSIDE FACE

INCH, INCHES

IRON PIPE

INSTRUMENT, INSTRUMENTATION

INSULATION

INTERIOR

INTERMEDIATE

JB

JST

JT

JP

JUNCTION BOX

JOIST

JOINT

JOINT POLE

KD

KO

KNOCK DOWN

KNOCK OUT

L

L+T

LB

LB/FT

LB/IN

LDG

LF

LG

LPG

LL

LN

LOC

LP

LR

LT

LW

LWC

LWL

LEFT, LENGTH

LEAD & TACK

POUND

POUND(S) PER FOOT

POUND(S) PER INCH

LANDING

LINEAR FOOT (FEET)

LONG

LIQUID PROPANE GAS

LIVE LOAD

LANE

LOCATION

LOW PRESSURE/LOW POINT

LONG RADIUS

LEFT

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MAINT

MAN

MATL

MAX

MB

MBR

MC

MECH

MED

MES

MEE

MFR

MGD

MH

MIN

MISC

MJ

ML

MMB

MOD

MPT

MTD

MTG

MTR

MW

MAINTENANCE

MANUAL(LY)

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL COUPLING

MECHANICAL

MEDIUM

MITERED END SECTION

MISCELLANEOUS ELECTRICAL

MANUFACTURER

MILLION GALLONS PER DAY

MANHOLE

MINIMUM

MISCELLANEOUS

MECHANICAL JOINT

MILLILITER

MEMBRANE

MODIFIED, MODIFICATION

MALE PIPE THREAD

MOUNTED

MOUNTING

METER

MONITORING WELL

N

N'LY

NAT

NB

NCC

NE

NEG

NF

NGVD

NIC, NOC

NLIP

NMWC

NO

NPT

NS

NTS

NWL

NW'LY

NORTHING

NORTHERLY

NATURAL

NORTH BOUND

NATOMAS CROSS CANAL

NORTH EAST

NEGATIVE

NEAR FACE

NATIONAL GEODETIC VERTICAL DATUM

NOT IN CONTRACT

NATOMAS LEVEE IMPROVEMENT PROGRAM

NATOMAS MUTUAL WATER COMPANY

NUMBER

NATIONAL PIPE THREADS

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

NORTH WESTERLY

OC

OD

OF

OFF

OH

OHE

OHW

OP

OPG

OPP

ORIG

ON CENTER(S)

OUTSIDE DIAMETER

OUTSIDE FACE

OFFSET

OVERHEAD

OVERHEAD ELECTRIC

OVERHEAD WIRE

SIDE INLET OPENING

OPENING

OPPOSITE

ORIGINAL

PAR

PC

PCC

PCF

PE

PEN

PERF

PERM

PERP

PI

PL

POB

POC

POE

PP

PRC

PRES

PRI

PRL

PS

PSF

PSI

PSIA

PSIG

PSO

PST

PT

PVC

PVI

PVMT

PVT

PARALLEL

POINT OF CURVATURE

PORTLAND CEMENT CONCRETE

POUNDS PER CUBIC FOOT

PLAIN END

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POINT OF INTERSECTION

PROPERTY LINE

POINT OF BEGINNING

POINT OF CURVE

POINT OF ENDING

POWER POLE

POINT OF REVERSE CURVE

PRESSURE

PRIMARY

PARALLEL

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PSOMAS CONTROL

PRESTRESSED

POINT OF TANGENCY

POLYVINYL CHLORIDE, POINT OF VERTICAL

CURVE

POINT OF VERTICAL INTERSECTION

PAVEMENT

POINT OF VERTICAL TANGENCY

Q

QTR

QTY

RATE OF FLOW

QUARTER

QUANTITY

R

R/W

RCP

RD

RFLCTR

RECD

RECT

RED

REF

REINF

REM

REQD

RET

RFG

RH

RM

RR

RSP

RT

RTN

RW

RIGHT, RADIUS, RISERS

RIGHT OF WAY

REINFORCED CONCRETE PIPE

ROAD

ROADSIDE REFLECTOR

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCE, REINFORCING

REMOVE, REMOVABLE

REQUIRED

RETAINING

ROOFING

RIGHT HAND

RIVER MILE

RAILROAD

ROCK SLOPE PROTECTION

RIGHT

RETURN

RELIEF WELL

S

S'LY

SAFCA

SB

SCB

SCH

SCHEM

SCN

SD

SECT

SSMH

SHLD

SP

SL

SMLS

SPEC

SQ

SST

ST

STA

STD

STL

SYM

SYMM

SW

SOUTH

SOUTHERLY

SACRAMENTO AREA FLOOD CONTROL AGENCY

SOUTH BOUND

SOIL CEMENT BENTONITE

SCHEDULE

SCHEMATIC

SCREEN

STORM DRAIN

SECTION

SEWER MANHOLE

SHOULDER

SIGN POST

SLOPE

SEAMLESS

SPECIFICATION

SQUARE

STAINLESS STEEL

STREET

STATION

STANDARD

STEEL

SYMBOL

SYMMETRICAL

SOUTHWEST

T/B

T & B

TBM

TC

TE

TCE

TEL, TELE

TEMP

THK

TOC

THW

TOL

TOPO

TRW

TOS

TOE

TOW

TS

TYP

TOP OF BANK

TOP AND BOTTOM

TEMPORARY BENCHMARK

TOP OF CONCRETE

TOP ELEVATION

TEMPORARY CONSTRUCTION EASEMENT

TELEPHONE

TEMPORARY

THICK

TOP OF CURB, TOP OF CONCRETE

TOP OF HEADWALL

TOP OF LEVEE

TOPOGRAPHY

TOP RETAINING WALL

TOP OF SLAB, TOP OF STEEL

TOP OF SLOPE

TOP OF WALL

TUBULAR STEEL

TYPICAL

UG

UPS

UTIL

UNDERGROUND

UNITED PARCEL SERVICE

UTILITY

VC

VERT

VIF

VERTICAL CURVE

VERTICAL

VERIFY IN FIELD

WSE

W

WS

WF

WI

WL

W'LY

WSE

WY

W/

W/O

WATER SURFACE ELEVATION

WEST

WHITE STRIPE

WIDE FLANGE

WROUGHT IRON

WATER LEVEL

WESTERLY

WATER SURFACE ELEVATION

WAY

WITH

WITHOUT

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

G-004

G E

N E

R A

L

A

B B

R E

V I A

T I O

N S

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

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O N

K

F

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INLET

THIS IS A STANDARD DRAWING SHOWING COMMON

ON THIS PROJECT.

SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY USED

NOTES:

GENERAL SYMBOLOGY

INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE

SCREENING OR SHADING OF WORK IS USED TO

FLOWLINE

STORM DRAIN INLET

FILL SLOPE

1.

2.

DETAIL ARE SHOWN ON SAME DRAWING, DRAWING

NUMBER IS REPLACED BY A LINE (-).

* IF PLAN AND SECTION, OR DETAIL CALL-OUT AND

MULTIPLE ELEVATION OR PHOTO MARKER

VIEW ELEVATION

ELEVATION IS LOCATED

INDICATES DRAWING WHERE

ARROW INDICATES POINT OF

ELEVATION LETTER

SINGLE ELEVATION OR PHOTO MARKER

ELEVATION IS LOCATED

* DRAWING WHERE

POINT OF VIEW

X

X

X

A-11

X

DETAIL MARKER

SECTION CUT MARKER

ELEVATION LETTER

ARROW INDICATES

DETAIL IS LOCATED

* DRAWING WHERE

DETAIL NUMBER

SECTION VIEW IS LOCATED

* DRAWING WHERE

SECTION LETTER

OF SECTION CUT

FLAG INDICATES DIRECTION

POINT OF VIEW MARKER

* DRAWING WHERE

CAN BE FOUND

* DRAWING WHERE

IDENTIFICATION

ELEVATION

* DRAWING WHERE

DETAIL WAS TAKEN

DETAIL NUMBER

SECTION VIEW IS

DIRECTION OF

PLAN NORTH

SECTION LETTER

ARROW INDICATES

FIRST CUT

LETTER

KEYNOTE DESIGNATION

KEYNOTE NUMBER

SITE PLAN SYMBOLOGY

PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED

TRADE WORK.

USAGE.

REFER TO CONTEXT OF EACH DRAWING FOR

L1

C1

LINE DESIGNATOR

CURVE DESIGNATOR

CUT SLOPE

TREE TRUNK & DRIPLINE

ROADSIDE REFLECTOR

GATE POST

MONITORING WELL

GUY POLE

4"SEWER SERVICE

TELEPHONE SERVICE BOX

SEPTIC PUMP STATION

SEPTIC DRAIN

ELECTRIC RISER

HOSE BIB

RV UTILITY CONNECTION

IRRIGATION VALVE

GATE

MAILBOX

STREET LIGHT

SITE LIGHT

CONC PADS FOR TUH

TELEPHONE PULLBOX

TRAFFIC GUARD POST

BACK FLOW PREVENTION

JOINT POLE

STREET LIGHT PULLBOX

SINGLE POLE SIGN

WATER VALVE

ELECTRIC PULLBOX

ELECTRIC CONTROL BOX

CATCH BASIN (DROP INLET)

POWER POLE

GUY ANCHOR

SPOT ELEVATION

CONTROL POINT

FENCE

GAS LINE

OVERHEAD POWER LINE/TELEPHONE LINE

PROPERTY LINE

EASEMENT LINE

BUILDING FOOTPRINT

CONTOUR LINE (5' INTERVAL)

CONTOUR LINE (1' INTERVAL)

EXISTING FEATURES PROPOSED FEATURES

GENERAL SYMBOLS

DIAMETER

Ø

EXISTING OVERHEAD POWER LINE, TELEPHONE LINE, AND

UTILITY POLES TO BE RELOCATED BY OTHERS PRIOR TO

CONSTRUCTION.

3.

EXISTING OVERHEAD POWER LINE, TELEPHONE LINE, AND

UTILITY POLE RELOCATION IS APPROXIMATE.

4.

CONSTRUCTION LIMIT

DITCH / CANAL

1/4" = 1'-0"

PLAN VIEW

SECTION VIEW

3/8" = 1'-0"

X

XXX

A

X

XXX

DETAIL

3" = 1'-0"

X

XXX

X

X-X

ELEVATION

3" = 1'-0"

X

XXX

ROADWAY R/W

CONTROL LINE

OVERHEAD POWER LINE/TELEPHONE LINE

HEADWALL VALVE

ROADSIDE DRAINAGE SWALE

PROTECT TREE IN PLACE

CLASS 2 AB

ASPHALT CONCRETE

CONCRETE

AB REMOVAL

ACCESS ROAD PIPE GATE

LEVEE CROWN PIPE GATE

REMOVE STUMP AND/OR ROOTBALL

AC REMOVAL

EDGE OF PAVEMENT

CUT-OFF WALL

LIMITS OF STAGING AREA

PEDESTRIAN PATH OF TRAVEL

ROCK SLOPE PROTECTION

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

G-005

G E

N E

R A

L

L E

G E

Y M

B O

L S

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

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F

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L O

W S

G d w g

AutoCAD SHX Text 43.4

AutoCAD SHX Text

MW

AutoCAD SHX Text

PS

AutoCAD SHX Text

SPS

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text W

EP

1. THE CONTRACTOR MUST COORDINATE WORK WITH SACRAMENTO MUNICIPAL UTILITY

DISTRICT (SMUD), PACIFIC GAS, AND AT&T WHEN WORKING NEAR POWER POLES/LINES, OR

ANY OTHER UTILITY STRUCTURES, BOXES, ETC.

2. THE OPERATORS OF FACILITIES ON THE SACRAMENTO RIVER WILL REQUIRE A PLAN FOR

OPERATION AND MAINTENANCE ACCESS. OPERATORS WILL BE INVITED TO WEEKLY

CONSTRUCTION MEETINGS AND WILL REQUIRE NOTIFICATION FOR ACCESS ON TOP OF

LEVEE DURING CONSTRUCTION. THIS INCLUDES THE COUNTY OF SACRAMENTO, RD-1000,

SAFCA, AND CVFPB THE WORK MUST BE COORDINATED THROUGH THE AGENCY'S

CONTRACTING OFFICER.

3. THE CONTRACTOR MUST BE RESPONSIBLE FOR FURNISHING AND MAINTAINING ALL

WARNING SIGNS, DEVICES, AND FEATURES NECESSARY TO PROTECT THE HEALTH AND

SAFETY OF THE GENERAL PUBLIC AND WORKERS AND TO PROVIDE FOR THE PROPER AND

SAFE ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF

THE WORK.

4. THE CONTRACTOR MUST BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE

FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS APPLICABLE TO ALL WORK

PERFORMED UNDER THIS CONTRACT.

5. THE CONTRACTOR MUST PROVIDE A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) AND IMPLEMENT THE PLAN.

6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS, SIZES, AND LOCATIONS OF ALL

EXISTING FACILITIES AND FEATURES BEFORE STARTING WORK AND MUST IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES.

7. CONTRACTOR TO PROVIDE ACCESS FOR RESIDENTS, LANDOWNERS, AND EMERGENCY

VEHICLES. CONTRACTOR MUST PROVIDE TEMPORARY ROADWAY, PLATING, SIGNALS,

SIGNING, AND BRIDGING TO MAINTAIN ACCESS. ACCESS TO WATERSIDE PARCELS MUST

BE MAINTAINED AT ALL TIMES. ACCESS TO THE LANDSIDE PARCELS MAY BE INTERRUPTED

DURING CERTAIN CONSTRUCTION ACTIVITIES. ACCESS RAMPS TO LANDSIDE PARCELS

MUST BE IMPROVED PER PLANS.

8. THE CONTRACTOR MUST BE IN RECEIPT OF COUNTY AND CALTRANS ENCROACHMENT

PERMITS PRIOR TO BEGINNING CONSTRUCTION WITHIN ANY COUNTY RIGHT-OF-WAY.

9. UTILITY INFORMATION WAS COMPILED FROM DATA PROVIDED BY THE UTILITY OWNERS

AND LOCATIONS ARE APPROXIMATE. THE ACTUAL LOCATIONS AND ELEVATIONS OF THE

EXISTING UTILITIES MUST BE VERIFIED BY THE CONTRACTOR. ALL EXISTING

UNDERGROUND AND OVERHEAD UTILITIES MUST BE PROTECTED FROM CONSTRUCTION

EQUIPMENT AND OPERATIONS.

10. THE CONTRACTOR IS HEREBY NOTIFIED THAT, PRIOR TO COMMENCING CONSTRUCTION,

THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES WHO ARE

INVOLVED WITH THIS PROJECT. IN ADDITION, THE CONTRACTOR IS TO REQUEST TO HAVE

ALL UNDERGROUND UTILITIES, THAT MAY POSSIBLY CONFLICT WITH THE ABOVE OR

BELOW GROUND IMPROVEMENTS, LOCATED IN THE FIELD. THE CONTRACTOR AND ANY

SUBCONTRACTOR, IS REQUIRED TO NOTIFY THE UNDERGROUND SERVICE ALERT 48

HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION BY CALLING (800) 642-2444.

11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS

AND OTHER SURVEY MARKERS. MONUMENTS AND SURVEY MARKERS DAMAGED DURING

CONSTRUCTION MUST BE REPLACED BY A LICENSED LAND SURVEYOR AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR MUST PROVIDE GOVERNMENT SURVEYORS WITH

AT LEAST 48 HOURS ADVANCE NOTICE PRIOR TO REPLACEMENT OF MONUMENT AND/OR

SURVEY MARKER.

12. DRAWINGS SHOWN WITH AERIAL PHOTOS ARE PROVIDED FOR REFERENCE ONLY AND

SHOW THE I-5 BRIDGE. ALL FACILITIES MAY NOT BE SHOWN ON PHOTOS. CONTRACTORS

MUST SATISFY THEMSELVES AS TO THE LOCATION OF EXISTING FACILITIES THAT MAY BE

AFFECTED BY CONSTRUCTION.

13. EXISTING FENCING AND GATES WITHIN THE RIGHT-OF-WAY MUST BE REMOVED AS

REQUIRED FOR CONSTRUCTION AND AS SPECIFIED ON THE DRAWINGS. TEMPORARY

BARRIERS MUST BE PROVIDED.

14. ALL FENCING OR GATES TO BE LOCATED ON A PROPERTY LINE MUST BE LOCATED BY

CONTRACTOR'S QUALIFIED LICENSED LAND SURVEYOR.

15. CONTRACTOR MUST PROVIDE DUST CONTROL AND STREET CLEANING MEASURES DAILY.

16. CONTRACTOR MUST MAINTAIN ACCESS FOR FARMING OPERATIONS DURING JOINT USE OF

FIELD SIDE ROADS.

17. STRUCTURES LOCATED WITHIN THE PROJECTS EASEMENT (SUCH AS POWER POLES),

WHICH ARE INDICATED TO BE "PROTECTED IN PLACE" ARE ENCROACHMENTS.

GENERAL NOTES

CONTRACT REPRESENTATIVES

PUBLIC / UTILITY SERVICE RESPONSIBLE ENTITY REPRESENTATIVE TELEPHONE

UNDERGROUND ALERT USA --- 800-227-2600

AGENCY SAFCA JOHN BASSETT 916-874-7606

AGENCY (O&M)

RD 1000 KEVIN KING 916-922-1449

DESIGN ENGINEER CIVIL HDR KEVIN FELLOWS 916-817-4792

DESIGN ENGINEER TRANSPORTATION HDR HENRY LUU 916-679-8857

DEPARTMENT OF REGIONAL PARKS COUNTY OF SACRAMENTO MICHAEL DOANE 916-875-1608

GEOTECHNICAL ENGINEER USACE KHALED CHOWDHURY 916-557-5309

HABITAT MANAGER NATOMAS BASIN CONSERVANCY JOHN ROBERTS 916-649-3331

ELECTRICITY SMUD DOUG HEADINGTON 916-732-5379

SPONSOR

CENTRAL VALLEY FLOOD PROTECTION

BOARD (CVFPB)

MORGAN O'BRIEN 916-574-0271

TELEPHONE AT&T ASTRID WILLARD 916-453-6136

ROADS CALTRANS HIKMAT BSAIBESS 530-741-4403

ROADS R/W COUNTY OF SACRAMENTO HARDEEP SIDHU 916-875-5490

1. GEOTECHNICAL INFORMATION USED FOR THIS DRAWING SET WAS PROVIDED BY USACE IN

THE FOLLOWING DOCUMENT:

A. AMERICAN RIVER COMMON FEATURES PROJECT NATOMAS BASIN REACH B PROJECT,

100% GEOTECHNICAL BASIS OF DESIGN REPORT (GBODR), SEPTEMBER 2020.

2. THE DESIGN WATER SURFACE ELEVATION USED TO ESTABLISH THE TOP OF LEVEE

ELEVATION WAS PROVIDED BY MBK ENGINEERING IN THE FOLLOWING DOCUMENT:

A. SUPPLEMENTAL REPORT FOR THE DESIGN WATER SURFACE PROFILE FOR THE

NATOMAS LEVEE IMPROVEMENT PROGRAM, DECEMBER 12, 2008.

3. THE PERFORMANCE OF LEVEE SYSTEMS IS DEPENDENT UPON BOTH THE DESIGN

CRITERIA AND THE LONG TERM OPERATION AND MAINTENANCE OF THE LEVEES. HDR HAS

PREPARED THESE PLANS AND ASSOCIATED SPECIFICATIONS IN ACCORDANCE WITH

GENERALLY ACCEPTED ENGINEERING PRACTICE USING INFORMATION FROM MULTIPLE

SOURCES, INCLUDING USACE'S OTHER DESIGN CONSULTANTS. THE LEVEE DESIGN IS

BASED ON THE 0.5% ACE DESIGN WATER SURFACE PROFILE. IF EXTREME FLOODS

(EXCEEDING THE DESIGN PROFILE), EARTHQUAKES, OR OTHER LOADING CONDITIONS NOT

EVALUATED IN THE DESIGN OCCUR, THE INTEGRITY OF THE LEVEE SYSTEM MAY BE

COMPROMISED.

BASIS OF DESIGN

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

G-006

G E

N E

R A

L

N

O T

E S

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

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T L

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G d

440+00 445+00 450+00 455+00 460+00

762 763

STA. 437+00

N: 2007736.5059

E: 6668518.8316

REACH B, I-5 BEGINS

STA. 465+00

N: 2005764.9783

E: 6670503.5177

REACH B, I-5 ENDS

Y

Y

GARDEN HIGHWAY

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

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S

S A

C R

A M

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T O

C

A L

I F

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N I A

FINAL SUBMITTAL

1. SURVEY (AERIAL PHOTO, LEVEE TOPOGRAPHY AND

FEATURES, BOUNDARY SURVEY, AND SURVEY CONTROL)

SHOWN HEREON IS BASED ON INFORMATION PROVIDED BY:

ANDREGG PSOMAS 1075 CREEKSIDE RIDGE DRIVE, SUITE 200

ROSEVILLE, CA 95678 (916) 788-8177.

2. THE TOPOGRAPHY SHOWN HEREON IS BASED ON A FIELD

SURVEY COMPLETED JUNE 2018, AND AERIAL SURVEY DATA

FROM PHOTOGRAPHY DATED JUNE 6, 2006.

3. SEE SHEET C-001 FOR CONTROL LINE INFORMATION.

HORIZONTAL DATUM

THE HORIZONTAL DATUM OF THIS SURVEY IS THE NORTH

AMERICAN DATUM OF 1983 (NAD83) (1991.35 EPOCH) BEING THE

CALIFORNIA COORDINATE SYSTEM OF 1983 ZONE 2 (GRID

SURFACE).

VERTICAL DATUM

THE VERTICAL DATUM OF THIS SURVEY IS THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88) BEING BASED ON NGS

VERTICAL CONTROL "G-858" IN THIS AREA.

2008032.3290 6668300.8830 40.91 1" IP w/PSO CAP

2007608.8910 6668615.5760 41.56 1" IP w/PSO CAP

2006981.5390 6669221.9620 41.46 1" IP w/PSO CAP

2006192.6770 6670001.7040 41.18 1" IP w/PSO CAP

2005544.4190 6670759.5550 41.11 1" IP w/PSO CAP

PROJECT CONTROL

POINT NORTHING EASTING ELEVATION DESCRIPTION

NOTES:

G-007

S U

R V

Y

N

T R

O L

M

A P

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

K

F

E L

L O

W S

G d w g

0 200 400

SCALE: 1" = 200'

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

U

G

U

G

U

G

U

G

U

G

U

G

E

E

E

E

E

E

E

E

E

E

E

G

E

E

T

E

GATE

GATE

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

X

X

X

X

X

X

X

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

#9936

#10607

#10610

#10615

#10616

#10617

#10618

#10619

#10620

#10621

#10622

#10623

#10647

E

E

E

E

436+00

438+00

439+00

440+00

441+00 442+00 443+00 444+00 445+00 446+00

GARDEN HIGHWAY

Y

Y

PROPERTY LINE (TYP)

ROADWAY R/W (TYP)

CONSTRUCTION LIMIT

PROTECTED HABITAT

PROTECT IN

PLACE, TYP

CONTROL LINE

TELEPHONE

ONLY

ELECT

ONLY

SERVICE

TO WELL

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025R, PIER 5

(PROTECT IN PLACE)

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025L, PIER 6

(PROTECT IN PLACE)

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025R, PIER 7

(PROTECT IN PLACE)

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025L, PIER 7

(PROTECT IN PLACE)

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025R, PIER 6

(PROTECT IN PLACE)

SWABBIES

RESTAURANT

BOAT RAMP

PARKING LOT

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

V-101

A E

R I A

L

P

H O

E

E

R

E M

O V

A L

S T

A

T

O

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

K

F

E L

L O

W S

V d w g

100'0 50'

SCALE: 1" = 50'

M A

T C

H

L

I N

E

S

S

1. SEE SHEET C-001 FOR CONTROL

LINE PLAN AND TABLES.

2. SEE SHEET C-002 FOR

CONSTRUCTION LIMIT AND TABLES.

3. SEE SHEET C-502 FOR STUMP

REMOVAL DETAIL.

4. PROTECT TREES IN PLACE WITH

HIGH VISIBILITY PROTECTIVE FENCE

AT DRIPLINE.

5. SEE SHEET G-007 FOR CONTROL

POINT INFORMATION.

6. SEE SHEET V-103 FOR TREES TO BE

REMOVED TABLE.

7. AERIAL PHOTO SHOWS THE I-5

BRIDGE. THE PLANIMETRY

REFLECTS THE GROUND AND

FEATURES BELOW THE BRIDGE.

NOTES:

EXISTING OVERHEAD POWER LINE,

TELEPHONE LINE, AND UTILITY

POLES.

APPROXIMATE RELOCATION OF

OVERHEAD POWER LINE,

TELEPHONE LINE, AND UTILITY

POLES. TO BE RELOCATED BY

OTHERS.

PROTECT HABITAT WITH HIGH

VISIBILITY PROTECTIVE FENCE

ALONG PERIMETER.

"CAUTION" APPROXIMATE LOCATION

OF UNDERGROUND AT&T FIBER

LINE. PROTECT IN PLACE.

UNDERGROUND COMMUNICATIONS

AND RISER. RELOCATED BY OTHERS

PRIOR TO START OF WORK.

CONSTRUCTION EXCLUSION ZONE,

NO EQUIPMENT ALLOWED NEAR

CALTRANS PIERS WITHOUT PRIOR

APPROVAL.

KEY NOTES:

Y

Y

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

EEEEE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

U

G

U

G

U

G

E

E

E

E

TV

GRI

MW

W

W

W

C

O

C

O

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

E

E

E

E

E

E

E

E

E

E

E E

EE

E

E

CONSTRUCTION LIMIT

PROPERTY LINE (TYP)

ROADWAY R/W (TYP)

GARDEN HIGHWAY

PROTECTED HABITAT

#10624

#10625

#10626

#10682

#10713

#10721

#10723

#10748

#10749

#10750

#10752

#10839

#10851

#10884

#10887

#10913

#10937

#10949

#10953

#10963

#10982

#11005

#11447

#11452

#11462

#11510

#11571

#12762

#12763

#12764

#12765

#12766

#12767

#12768

#12769

#12770

#12771

#12772

#12773

#12774

#12775

#12776

#12777

#12778

#12779

#12780

#12781

#12782

#12783

#12784

#12785

446+00 447+00 448+00 449+00 450+00 451+00 452+00 453+00 454+00 455+00 456+00 457+00 458+00

X

X

STAGING AREA 2

PROTECT IN

PLACE, TYP

STAGING AREA 1

PROTECT IN

PLACE, TYP

CONTROL LINE

UNDERGROUND

ELECT AND COMM

ELECT

ONLY

ELECT AND COMM

ELECT AND COMM

CALTRANS R/W

REMOVE GUY

ANCHOR

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025L, PIER 3

(PROTECT IN PLACE)

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025R, PIER 3

(PROTECT IN PLACE)

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025L, PIER 4

(PROTECT IN PLACE)

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025R, PIER 4

(PROTECT IN PLACE)

SACRAMENTO RIVER

(ELKHORN) BRIDGE

NO. 22-0025L, PIER 5

(PROTECT IN PLACE)

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

V-102

A E

R I A

L

P

H O

E

E

R

E M

O V

A L

S T

A

T

O

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

K

F

E L

L O

W S

V d w g

100'0 50'

SCALE: 1" = 50'

M A

T C

H

L

I N

E

S

S

M A

T C

H

L

I N

E

S

S

1. SEE SHEET C-001 FOR CONTROL LINE

PLAN AND TABLES.

2. SEE SHEET C-002 FOR CONSTRUCTION

LIMIT AND TABLES.

3. SEE SHEET C-502 FOR STUMP

REMOVAL DETAIL.

4. PROTECT TREES IN PLACE WITH HIGH

VISIBILITY PROTECTIVE FENCE AT

DRIPLINE.

5. SEE SHEET G-007 FOR CONTROL

POINT INFORMATION.

6. SEE SHEET V-103 FOR TREES TO BE

REMOVED TABLE.

7. THREE STAGING AREAS ARE

PROVIDED AS OPTION FOR

CONTRACTOR USE. CONTRACTOR

MAY PROPOSE OTHER STAGING

AREAS. NO STAGING OR STOCKPILING

ALLOWED WITHIN THE CALTRANS R/W.

NOTES:

KEY NOTES:

EXISTING OVERHEAD POWER LINE,

TELEPHONE LINE, AND UTILITY

POLES. PROTECT IN PLACE UNLESS

OTHERWISE NOTED.

APPROXIMATE RELOCATION OF

OVERHEAD POWER LINE,

TELEPHONE LINE, AND UTILITY

POLES. TO BE RELOCATED BY

OTHERS PRIOR TO START OF WORK.

PROTECT HABITAT WITH HIGH

VISIBILITY PROTECTIVE FENCE AT

PERIMETER.

COMMUNICATION LINE RAISED BY

OTHERS PRIOR TO START OF WORK.

CONSTRUCTION EXCLUSION ZONE,

NO EQUIPMENT ALLOWED NEAR

CALTRANS PIERS WITHOUT PRIOR

APPROVAL.

AutoCAD SHX Text

TBC

AutoCAD SHX Text

BFC

AutoCAD SHX Text

CE

AutoCAD SHX Text

CE

AutoCAD SHX Text

TBC

AutoCAD SHX Text

BFC

AutoCAD SHX Text

CE

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

A

T

E

G

A

T

E

458+00 459+00 460+00

461+00

CONSTRUCTION LIMIT

ROADWAY R/W (TYP)

GARDEN HIGHWAY

STAGING AREA 3

CONTROL LINE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

V-103

A E

R I A

L

P

H O

E

E

R

E M

O V

A L

S T

A

T

O

A N

D

T

R E

E

I N

V E

N T

O R

Y

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

K

F

E L

L O

W S

V d w g

100'0 50'

SCALE: 1" = 50'

M A

T C

H

L I N

E

S

S

1. SEE SHEET C-001 FOR CONTROL LINE

PLAN AND TABLES.

2. SEE SHEET C-002 FOR CONSTRUCTION

LIMIT AND TABLES.

3. SEE SHEET C-502 FOR STUMP REMOVAL

DETAIL.

4. THREE STAGING AREAS ARE PROVIDED

AS OPTION FOR CONTRACTOR USE.

CONTRACTOR MAY PROPOSE OTHER

STAGING AREAS. NO STAGING OR

STOCKPILING ALLOWED WITHIN THE

CALTRANS R/W.

NOTES:

KEY NOTES:

EXISTING OVERHEAD POWER LINE,

TELEPHONE LINE, AND UTILITY

POLES.

1 9936 OAK 7 AND 10

2 10607 OAK 6

3 10610 OAK 6

4 10615 OAK 18

5 10616 OAK 15 AND 20

6 10617 OAK 14

7 10618 OAK 16

8 10619 OAK 2 AND 16

9 10620 OAK 12

10 10621 OAK 11

11 10622 OAK 16

12 10623 OAK 15

13 10682 OAK 3 AND 7

14 10713 OAK 3 AND 6

15 10748 OAK 6

16 10749 OAK 7

17 10750 OAK 12

18 10982 OAK 7

19 12771 OAK 14

20 12773 OAK 6

21 12774 OAK 6

22 12775 OAK 15

23 12778 OAK 8

24 12780 OAK 6 AND 8

TREES TO BE REMOVED

ITEM

TAG

NUMBER

SPECIES

BREAST HEIGHT

DIAMETER (IN)

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

U

G

U

G

U

G

U

G

U

G

U

G

U

G

U

G

U

G

E

E

E

E

E

E

E

E

E

E

E

G

E

E

E

E

E

E

T

E

GATE

GATE

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

E

E

E

C

O

C

O

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

G

A

T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

CONTROL LINE

EXISTING EP

ROADWAY R/W (TYP)

APN 201-30115

APN 201-20109

APN 201-0280-045

N

O

R

Y

Y

CONSTRUCTION LIMIT

CONSTRUCTION LIMIT

EXISTING FENCE

(PROTECT IN PLACE)

PROPERTY LINE (TYP)

CALTRAN'S R/W

REMOVE POST

AND CABLE

FENCING

436+00

438+00

439+00

440+00

441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00

G A

R D

E N

H

IG

H W

A Y

REMOVE

CURB

STA 440+01

OFF -1.8 (LT)

STA 441+69

OFF 15.3(RT)

STA 65+20

OFF 118.6 (RT)

STA 65+62

OFF 113.9(RT)

STA 440+01

OFF -13.0 (LT)

STA 438+00

OFF -105.64(LT)

STA 437+00

OFF -52.2 (LT)

STA 67+50

OFF -11.7 (LT)

STA 67+50

OFF 12.1(RT)

STA 444+33

OFF 85.1(RT)

STA 441+45

OFF 67.3(RT)

STA 444+36

OFF 57.9(RT)

STA 445+79

OFF 39.6(RT)

STA 445+87

OFF 27.4(RT)

STA 445+57

OFF 55.0 (RT)

STA 445+70

OFF 55.4(RT)

STA 65+03

OFF -90.9(LT)

STA 447+75

OFF -9.3(LT)

STA 444+35

OFF 43.9 (RT)

STA 63+17

OFF 15.8 (RT)

STA 65+82

OFF 22.3 (RT)

F

T

F

T

F

T

F

T

F

T

PROTECTED HABITAT

ROADWAY R/W (TYP)

COUNTY R/W

STA 66+41

OFF 110.0 (RT)

STA 66+94

OFF 107.3 (RT)

STA 445+87

OFF 37.6(RT)

STA 441+34

OFF 45.2(RT)

STA 441+56

OFF 51.1 (RT)

REMOVE

CURB

STA 440+99

OFF 36.6 (RT)

STA 440+75

OFF 10.4 (RT)

STA 447+12

OFF 21.4(RT)

EXISTING OVERFLOW

PARKING LOT

TYP

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

CD101

E X

I S

T I N

G

T

O P

O G

R A

P H

Y

A

M

O L I T

I O

N

P

L A

N

S T

A

T

O

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

K

F

E L

L O

W S

C

D d w g

M A

T C

H

L

I N

E

S

S

100'0 50'

SCALE: 1" = 50'

SAWCUT EXISTING AC TO A CLEAN

NEAT EDGE.

EXISTING PIPE GATE. CONTRACTOR

TO REMOVE AND DISPOSE AS PART

OF DEMOLITION.

EXISTING STAIRS AND PEDESTRIAN

SIDEWALK. CONTRACTOR TO

PROTECT ACCESS UNTIL NORTH

DETOUR ROAD CONSTRUCTION AND

ALTERNATIVE ACCESS IS COMPLETE,

THEN REMOVE AND DISPOSE OF AS

PART OF DEMOLITION.

PROTECT EXISTING POST AND

CABLE FENCING IN PLACE.

REMOVE AND DISPOSE OF EXISTING

STREET LIGHT AS PART OF

DEMOLITION AND REWIRE TO

PROVIDE POWER TO A NEW STREET

LIGHT AT THE NEW PARKING LOT

ACCESS DRIVE. SEE C-703.

PROTECT EXISTING LIGHT POLE AND

STRUCTURE IN PLACE.

PROTECT EXISTING WELL AND

STRUCTURES IN PLACE.

REMOVE AND DISPOSE OF EXIST

CULVERT AS PART OF DEMOLITION.

SEE SHEETS CP-301 TO CP-304 FOR

TEMPORARY TRAFFIC HANDLING

STAGES.

NOTE: ROAD DEMOLITION AND

RECONSTRUCTION WITH

STAGE 4 IN FRONT OF THE

ADJACENT RESTAURANT AND

BOAT RAMP WILL BE LIMITED

TO A 5 DAY DURATION AND

MUST BE BETWEEN

MONDAY-FRIDAY ON NON

HOLIDAY WEEK.

SLURRY COAT AND RESTRIPE

EXISTING PARKING LOT PER SHEET

C-705.

SEE SHEET V-101 FOR ELECTRICAL

POLE RELOCATION.

EXISTING ROCK ACCESS CONTROL

BARRIERS. REMOVE, STORE, AND

PLACE AT LOCATION SHOWN ON

SHEET C-101.

CONCRETE WHEEL STOPS. REMOVE,

STORE AND REPLACE AFTER

SLURRY SEAL.

CALTRANS SACRAMENTO RIVER

(ELKHORN) BRIDGE PIER. PROTECT

IN PLACE. (SEE V-101 AND V-102 FOR

SPECIFIC PIER IDENTIFICATION.)

EXISTING OVERFLOW PARKING LOT.

EXISTING CABLE FENCE. REMOVE

AND DISPOSE OF AS PART OF

DEMOLITION.

UNDERGROUND COMMUNICATIONS

AND RISER. RELOCATED BY OTHERS

PRIOR TO START OF WORK.

PROTECT EXISTING GATE IN PLACE.

KEY NOTES:

E E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

EEEEE

E

E

E

E

E

E

E

E

E

E

E

G

A

T

E

GRI

G

A

T

E

MW

G

A

T

E

W

W

W

X

X

X

X

X

X

X

X

X

E

E

E

E

E

E E

E E

EE

P C

P

C

STA 458+22

OFF 11.3 (LT)

STA 459+27

OFF 11.1 (LT)

STA 71+29

OFF 12.8 (RT)

STA 70+20

OFF 12.8 (RT)

APN 201-0280-045

CONTROL LINE

ROADWAY R/W (TYP)

EXISTING EP

CONSTRUCTION LIMIT

GARDEN HIGHWAY

PROPERTY LINE (TYP)

EXISTING ACCESS ROAD

PROTECT IN PLACE

PROTECTED HABITAT

CONSTRUCTION LIMIT

CALTRAN'S

R/W

STA 454+88

OFF 166.2 (LT)

APN 201-0330-045

APN 201-0330-050

EXISTING PIPE GATE

PROTECT IN PLACE

N

O

R

Y

Y

448+00 449+00 450+00 451+00 452+00 453+00

454+00

455+00 456+00 457+00 458+00 459+00 460+00

STA 459+01

OFF 432.5 (LT)

STA 458+95

OFF 366.5 (LT)

STA 458+97

OFF 390.5 (LT)

STA 458+99

OFF 416.1 (LT)

EXISTING MONITORING

WELL DESTROY PER LOCAL,

STATE AND FEDERAL

REQUIREMENTS, AS PART

OF DEMOLITION

STA 458+22

OFF 0.0

STAGING AREA 2

STA 459+27

OFF 0.0

STAGING AREA 1

F

T

F

T 14-FT

END STA 458+60

OFF 423.0 (LT)

BEGIN STA 71+07

OFF 12.4 (RT)

448+00 449+00 450+00 451+00 452+00 453+00

454+00

455+00 456+00 457+00 458+00 459+00 460+00

STA 453+98

OFF 11.5 (RT)

STA 453+93

OFF 11.5 (RT)

STA 454+00

OFF 10.8 (LT)

STA 453+96

OFF 10.6 (LT)

5-FT

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

CD102

E X

I S

T I N

G

T

O P

O G

R A

P H

Y

A

M

O L I T

I O

N

P

L A

N

S T

A

T

O

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

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T L

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K

F

E L

L O

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C

D d w g

M A

T C

H

L

I N

E

S

S

100'0 50'

SCALE: 1" = 50'

M A

T C

H

L

I N

E

S

S

SAWCUT EXISTING AC TO A CLEAN NEAT

EDGE.

APPROXIMATE LIMITS OF AB ARE SHOWN.

PROVIDE HIGH VISIBILITY PROTECTIVE FENCE

ALONG THE PERIMETER OF PROTECTED

HABITAT AREAS.

CONTRACTOR TO MAINTAIN ACCESS FOR

FARMING OPERATIONS DURING JOINT USE OF

FIELD SIDE ROADS.

GRADE AND COMPACT EXISTING ACCESS

ROAD IN PREPARATION OF SUBGRADE FOR

SOUTH DETOUR ROAD.

CALTRANS SACRAMENTO RIVER (ELKHORN)

BRIDGE PIER. PROTECT IN PLACE. (SEE V-101

AND V-102 FOR SPECIFIC PIER

IDENTIFICATION.)

KEY NOTES:

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

CONSTRUCTION LIMIT

ROADWAY R/W (TYP)

EXISTING EP

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

A R

D

E N

H

IG

H

W

A Y

PROPERTY LINE (TYP)

APN 201-0330-050

460+00

461+00

STAGING AREA 3

CONTROL LINE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

CD103

E X

I S

T I N

G

T

O P

O G

R A

P H

Y

A

M

O L I T

I O

N

P

L A

N

S T

A

T

O

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

K

F

E L

L O

W S

C

D d w g

100'0 50'

SCALE: 1" = 50'

M A

T C

H

L

I N

E

S

S

AutoCAD SHX Text

CE

AutoCAD SHX Text

CE

AutoCAD SHX Text

CE

AutoCAD SHX Text

CE

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

440+00

445+00 450+00 455+00

460+00

C1

C

S A C R A M E N T O R I V E R

Y

Y

STA. 437+00

N: 2007736.5059

E: 6668518.8316

REACH B, I-5 BEGINS

CONTROL LINE

C-101 C-102S

P C

P T

P C

P T

P C

P T

E P

L1

L2

L

GARDEN HIGHWAY

STA. 465+00

N: 2005764.9783

E: 6670503.5177

REACH B, I-5 ENDS

C-103

CONTROL LINE-LINE TABLE

LINE NO.

L1

L2

L3

LENGTH

419.87'

1907.86'

482.42'

DIRECTION

S41°20'43"E

S44°42'21"E

S51°28'11"E

START POINT (N,E)

2007839.83, 6668427.91

2007471.02, 6668755.30

2005878.61, 6670360.82

END POINT (N,E)

2007524.61, 6668705.28

2006115.05, 6670097.41

2005578.10, 6670738.20

CONTROL LINE-CURVE TABLE

CURVE NO.

C1

C2

PI STATION

440+18.91

461+40.71

DELTA

176°38'22"

173°14'09"

RADIUS

1250.00'

3000.00'

TANGENT

36.67'

177.29'

LENGTH

73.32

354.17

CHORD DIRECTION

S43°01'31.58"E

S48°05'16.01"E

CHORD LENGTH

73.31'

353.96'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

C-001

L E

V E

E

C

O N

T R

O L

L I N

E

A

L I G

N M

E N

T

P

L A

N

A N

D

K

E Y

M A

P

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

K

F

E L

L O

W S

C d w g

4000 200

SCALE: 1"=200'

S A C R A M E N T O R I V E R

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E

E

E

E

E

E E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

U

G

U

G

E

E

E

G

E

E

E

E

E

E

T

E

TV

G

A

T

E

GRI G

A

T

E

MW

G

A

T

E

W

W

W

GATE

GATE

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

E

E

E

C

O

C

O

E

E

E

E

E

E

E

E

E

E

X X

X

X

X

X

X

X

X

E

E

E E

E

E

E

E

E

GARDEN HIGHWAY

CONTROL LINE

CONSTRUCTION LIMIT

PROTECTED

HABITAT

PROTECTED

HABITAT

Y

Y

STAGING AREA 3

STAGING

AREA 2

STAGING

AREA 1

E

CONSTRUCTION LIMIT

L1

L

L

L

L

L

L

L

L

L10

L

N: 2007466.92

E: 6669956.46

N: 2007082.23

E: 6669792.66

L

L14

L15 L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L

L40

L

L43

440+00 445+00 450+00 455+00 460+00

L

L

CONSTRUCTION LIMIT - LINE TABLE

LINE NO.

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L13

L14

L15

L16

L17

L18

L19

L20

L21

LENGTH

390.32'

120.00'

115.48'

436.21'

525.35'

274.87'

342.97'

352.15'

195.77'

659.46'

122.71'

396.90'

379.62'

732.76'

67.89'

21.50'

65.54'

601.09'

17.87'

67.42'

LINE/CHORD

DIRECTION

N41°20'43"W

N48°39'17"E

S42°13'50"E

N63°14'00"E

S35°22'16"E

S79°53'04"E

S87°05'40"E

S16°08'46"W

S33°18'04"E

S44°22'02"E

S24°02'44"W

S38°31'49"W

N50°52'46"W

N45°00'39"W

S51°32'10"W

N38°27'50"W

N51°32'10"E

N44°42'21"W

S45°17'58"W

N44°53'18"W

START

NORTHING

2007477.71

2007770.74

2007850.01

2007764.51

2007960.96

2007532.58

2007484.30

2007466.92

2007128.66

2006965.04

2006493.61

2006062.22

2005751.74

2005991.26

2006509.30

2006467.07

2006483.91

2006524.68

2006951.89

2006939.32

START

EASTING

2007770.74

2007850.01

2007764.51

2007960.96

2007532.58

2007484.30

2007466.92

2007128.66

2006965.04

2006493.61

2006381.54

2005751.74

2005991.26

2006509.30

2006467.07

2006483.91

2006524.68

2006951.89

2006939.32

2006987.09

CONSTRUCTION LIMIT - LINE TABLE

LINE NO.

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

LENGTH

16.98'

35.99'

119.89'

107.10'

49.12'

138.90'

40.89'

46.32'

194.57'

14.28'

25.95'

26.56'

39.58'

110.45'

29.19'

38.21'

13.97'

371.93'

311.20'

253.11'

LINE/CHORD

DIRECTION

S71°48'15"W

N45°05'24"W

N56°14'28"W

N47°23'30"W

S42°36'30"W

N88°03'25"W

N66°13'02"W

N59°12'08"W

N43°46'31"W

N17°55'51"W

N4°23'37"E

N26°11'26"E

N48°42'28"E

N75°53'27"E

N13°22'33"E

N43°44'56"W

N45°32'57"E

S4°26'08"W

N45°50'28"W

N39°05'05"W

START

NORTHING

2006987.09

2006981.78

2007007.19

2007073.82

2007146.32

2007110.17

2007114.88

2007131.37

2007155.09

2007295.58

2007309.16

2007335.04

2007358.88

2007385.00

2007411.92

2007440.32

2007467.92

2007082.23

2006865.43

2006668.97

START

EASTING

2006981.78

2007007.19

2007073.82

2007146.32

2007110.17

2007114.88

2007131.37

2007155.09

2007295.58

2007309.16

2007335.04

2007358.88

2007385.00

2007411.92

2007440.32

2007467.92

2007477.71

2006711.41

2007082.23

2006865.43

CONSTRUCTION LIMIT - LINE TABLE

LINE NO.

L42

L43

LENGTH

367.64'

62.15'

LINE/CHORD

DIRECTION

N89°46'07"E

S45°01'20"E

START

NORTHING

2006667.48

2006711.41

START

EASTING

2006668.97

2006667.48

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

C-002

C O

N S

T R

U C

T I O

N

L I M

A

N

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

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SCALE: 1" = 150'

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AutoCAD SHX Text I

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AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

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APN 201-20109 O.R. 597

TRANSITION TO

MATCH EXIST

437+00

438+00

439+00

440+00

441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00

C-501

C-501

N

O

R

Y

Y

CONTROL LINE

NEW EP

APN 201-30115 O.R. 0514

ROADWAY R/W (TYP)

C-503

APN 201-0280-045

TOL

DRAINAGE

SWALE

EXISTING

OVERFLOW

PARKING LOT

CONSTRUCTION LIMIT

TOL

GARDEN HIGHWAY

CALTRAN'S R/W

CALTRAN'S R/W

SEEPAGE

BERM/SOUTH

ACCESS ROAD

CONCRETE

WALKWAY

NEW EP

SLOPE TRANSITION

SEEPAGE

BERM/NORTH

ACCESS ROAD

CONSTRUCTION LIMIT

SEE CP101 FOR

NORTH BAYOU WAY

IMPROVEMENTS

SOUTH

ACCESS RAMP

DRAINAGE SWALE

PROTECTED HABITAT

PIEZOMETER

PIEZOMETER

SEEPAGE

BERM HINGE

EXISTING

CUTOFF WALL

END STA 440+00

OFF -52.0 (LT)

SEEPAGE BERM HINGE

C-503

C-507

C-507

C-503

C-503

C-505

PIEZOMETER

C-507

TOL

TOL

B

C-505

BEGIN

C

C-505

END

A

C-505

BEGIN

A

C-505

END

STA 439+60

OFF -35.3 (LT)

BEGIN

STA 441+39

OFF -102.5 (LT)

END

STA 446+34

OFF -30.3 (LT)

BEGIN

STA 446+50

OFF -18.8 (LT)

END

STA 64+39

OFF -31.7 (LT)

BEGIN

STA 64+44

OFF -53.0 (LT)

END

STA 64+48

OFF 33.4 (RT)

BEGIN

STA 64+51

OFF 56.3 (RT)

END

B

C-505

C

C-505

SLOPE VARIES

2:0 MIN

END

BEGIN

L=40-FT

L=5-FT7

L=5-FT7

E L E

V A

T I O

N

E L E

V A

T I O

N

STATION

436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00 448+50

STATION

E X

I S

T

G

R A

C O

N T

R O

L

L

I N

E

T O

L

E

L E

V A

T I O

N

436+00

437+00

438+00

439+00

440+00

441+00

442+00

443+00

444+00

445+00

446+00

447+00

448+00

448+50

0.05%

STA. 437+00

EL. 40.8

MATCH EXIST

STA. 441+47

EL. 41.1

HIGH POINT

TOL

0.5% ACEDRAINAGE SWALE

(SEE C-703 FOR

ELEVATIONS

IN THIS AREA)

EXISTING GRADE

AT CONTROL LINE

EXISTING

TOL

EXISTING DRAINAGE

SWALE

PROPOSED GRADE

AT GARDEN HIGHWAY

CENTERLINE,

(TOP OF ASPHALT)

DRAINAGE SWALE

S T

A

E L

S T

A

E L

SEE SHEET C-705 FOR TOL AT N BAYOU WAY PROFILE

TOL

S T

A

E L

SEE SHEET C-705 FOR SEEPAGE BERM/SOUTH ACCESS ROAD PROFILESEE SHEET C-705 FOR SEEPAGE BERM/NORTH ACCESS ROAD PROFILE

0.01%

0.01%

STA. 446+50

EL. 42.5

HIGH POINT

STA. 447+75

EL. 40.0

0.23%

C O

N F

O R

M

T

O

E X

I S

T I N

G

STA. 438+00

EL. 40.9

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

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B

A S

E A

I

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D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

M A

T C

H

L

I N

E

S

S

100'0 50'

HORIZ SCALE: 1"=50'

10'0 5'

VERT SCALE: 1"=5'

C-101

L E

V E

E

P

L A

N

A

O

F I L E

S T

A

T

O

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L O

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N E

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C d w g

SEE SHEET C-001 FOR CONTROL

LINE TABLE.

CONTRACTOR MUST PROVIDE

HIGH VISIBILITY CONSTRUCTION

FENCING AT THE CONSTRUCTION

LIMIT LINE. FENCING MUST BE

OMITTED WHERE SILT FENCING IS

REQUIRED AT THE CONSTRUCTION

LIMIT LINE BY THE PROJECT

SWPPP OR AS SHOWN ON THE

PLANS. FENCING MAY BE OMITTED

ALONG WATERSIDE CROWN OF

GARDEN HIGHWAY, WHERE

CONSTRUCTION LIMIT CROSSES

ACCESS ROAD, AND WHERE THE

CONSTRUCTION LIMIT COINCIDES

WITH EXISTING FENCE.

APPROXIMATE LOCATION OF

EXISTING SCB CUTOFF WALL. SEE

SECTION A ON SHEET C-301

SEE SHEET CP102 FOR PROPOSED

PROFILE OF GARDEN HIGHWAY.

INSTALL TILTMETER AND

ACCELEROMETER PER

SPECIFICATIONS SECTION 31 09 13

ACCESS CONTROL BARRIERS.

PLACE CLASS IX RSP PER

CALTRANS STANDARD 72-2.

BARRIERS MUST HAVE 3-FT CLEAR

(OR LESS) BETWEEN ROCK

SURFACES.

INSTALL SIDEWALK BARRICADE

PER SACRAMENTO COUNTY

STANDARD DETAIL 4-61.

KEY NOTES:

NORTH BAYOU WAY (SEE SHEET C-703)

E

E

E

E

E

E

E

E

E

E

E

E

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E

E

E E

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EEEE

E

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E

E

E

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MW

W

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X

X

X

E

E

E

E

E

E

EE

E E

E

P C

SLOPE BREAK

STA 454+97

OFF 116.1 (LT)

EL 28.7

STA 454+97

OFF 178.4 (LT)

CONFORM

TO EXISTING

END CURVE

STA 454+87

OFF 184.3 (LT)

CONFORM

TO EXISTING

EXISTING CUTOFF

WALL BEGIN

STA 448+50

OFF 52.0 (LT)

EXISTING CUTOFF

WALL END

STA 453+72

OFF 52.0 (LT)

SLOPE BREAK

MATCH EXIST, TYP

TRANSITION TO

MATCH EXIST

15- FT ACCESS ROAD

C-503

STA 458+45

OFF 54.0 (LT)

STA 459+05

OFF 54.0 (LT)

18-IN RCP

L=60-FT

C-503

CROSS GUTTER

STA 458+22

OFF 13.5 (LT)

CROSS GUTTER

STA 459+27

OFF 13.5 (LT)

C-501

BEGIN CURVE

STA 454+44.45

OFF 161.0 (LT)

BEGIN CURVE

STA 454+40.28

OFF 146.0 (LT)

END CURVE

STA 454+95.72

OFF 177.1 (LT)

C-501

STA 457+60

OFF 28.5 (LT)

STA 459+90

OFF 22.0 (LT)

CONTROL LINE

PROPERTY LINE (TYP)

EXISTING EP

ROADWAY R/W (TYP)

APN 201-0280-045

APN 201-0330-045

PROTECTED HABITAT

TOL

CONSTRUCTION LIMIT

DRAINAGE SWALE

APN 201-0330-021

APN 201-0330-020

SEEPAGE BERM

SEEPAGE BERM HINGE

(SEE PROFILE FOR ELEVATIONS)

GARDEN HIGHWAY

3H:1V

SEE SHEET

CP103 FOR

ACCESS DRIVEWAY

PROFILE

SEE SHEET CP202 FOR

CONTINUATION OF

TEMPORARY DETOUR ROAD

STAGING AREA 2

A = 77,500 SF

STAGING AREA 1

A = 57,500 SF

CONSTRUCT 104 LF

CROSS GUTTER

CONSTRUCTION LIMIT

EXTENDED BEYOND PLAN VIEW

(SEE SHEET C-002)

DRAINAGE

SWALE

R=50-FT

R=65-FT

SEEPAGE

BERM TOE

SEE SHEET C-506 FOR

STORM DRAIN DETAILS

C-505

449+00 450+00 451+00 452+00 453+00 454+00 455+00 456+00 457+00 458+00 459+00 460+00

R=10-FT

R=10-FT

C-506

A

E L E

V A

T I O

N

E L E

V A

T I O

N

STATION

448+50 449+00 450+00 451+00 452+00 453+00 454+00 455+00 456+00 457+00 458+00 459+00 460+00 460+50

448+50

449+00

450+00

451+00

452+00

453+00

454+00

455+00

456+00

457+00

458+00

459+00

460+00

460+50

TOL

0.5% ACE

DRAINAGE SWALE

STATION

E X

I S

T

G

R A

C O

N T

R O

L

L I N

E

T O

L

E

L E

V A

T I O

N

EXISTING GRADE AT

SEEPAGE BERM TOE

SEEPAGE BERM HINGE

0.30%

17.04%

0.23%

.8

EXISTING GRADE

AT CONTROL LINE

0.19%

0.45%

STA. 448+50

EL. 28.4

S T

A

E L

C O

N F

O R

M

X I S

T I N

G

S T

A

E L

EXISTING SEEPAGE

BERM HINGE

S T

A

E L

0.20%

S T

A

E L

18-IN RCP CULVERT

SEE SHEET C-705 FOR TOL PROFILE

0.01%

S T

A

E L

S T

A

E L

SEE SHEET C-506 FOR

STORM DRAIN DETAILS

STA. 453+93

EL. 38.2

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N

F

I L

E

N

O

F I L

E

N

A M

E

S P x

D E

C E

M B

S A

C R

A M

E N

T O

C

A

T R

E E

T

S A

C R

A M

E N

S

T R

I C

T

S T

A

T

O

V

O L

U M

T O

M A

S

B

A S

E A

I

N

D O

W

I M

P R

O V

E M

E N

T

P

L A

N S

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

FINAL SUBMITTAL

M A

T C

H

L

I N

E

S

S

100'0 50'

HORIZ SCALE: 1"=50'

10'0 5'

VERT SCALE: 1"=5'

C-102

L E

V E

E

P

L A

N

A

O

F I L E

S T

A

T

O

K

F

E L

L O

W S

A

B

E N

N E

T T

J

N

E T

T L

E T

O N

K

F

E L

L O

W S

C d w g

M A

T C

H

L I N

E

S

S

SEE SHEET C-001 FOR CONTROL LINE TABLE.

CONTRACTOR MUST PROVIDE HIGH VISIBILITY

CONSTRUCTION FENCING AT THE

CONSTRUCTION LIMIT LINE. FENCING MUST BE

OMITTED WHERE SILT FENCING IS REQUIRED

AT THE CONSTRUCTION LIMIT LINE BY THE

PROJECT SWPPP OR AS SHOWN ON THE

PLANS. FENCING MAY BE OMITTED ALONG

WATERSIDE CROWN OF GARDEN HIGHWAY,

WHERE CONSTRUCTION LIMIT CROSSES

ACCESS ROAD, AND WHERE THE

CONSTRUCTION LIMIT COINCIDES WITH

EXISTING FENCE.

APPROXIMATE LOCATION OF EXISTING SCB

CUTOFF WALL. SEE SECTION C ON SHEET

C-302.

ACCESS CONTROL BARRIERS.

PROTECT EXISTING POWER POLE IN PLACE,

TYP.

KEY NOTES:

ACCESS ROAD (SEE SHEET C-707)

CONTROL LINE

EXISTING EP

ROADWAY R/W (TYP)

APN 201-0330-050

EXISTING SEEPAGE BERM

EXISTING ACCESS ROAD

TOL

E P

P T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

T R

A N

S

IT

IO

N T

O

M

A T

C H

E X

IS

T

R O

A D

W

ID

T

H

STA 465+00

OFF -55.8 (LT)

CONFORM TO

EXISTING

CONSTRUCTION LIMIT2

461+00

DRAINAGE

SWALE

STAGING AREA 3

A = 122, 600 SF

G A

R D

E N

H

IG

H W

A Y

F

T

C-501

H

:1 V

STA 464+00

OFF -56.0 (LT)

E L

E V

A T

I O