Attch_03_Site_Plans.pdf

ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

Sacramento District

W91238-XX-X-XXXX

MARCH 2019

WXXXXXXXR00XX

YOLO COUNTY, CALIFORNIA

PL 84-99 COLUSA BASIN LEVEE

SITE 0561-41 REPAIR

FINAL DESIGN

APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED

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PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

This project was designed by the Sacramento District of the U. S. Army Corps of Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152

G-001

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Typewritten Text Col David Ray

L2EDDWAD

Typewritten Text Rick Poeppelman

L2EDDWAD

Typewritten Text William Hall g-002.dwg

SCHEDULE OF DRAWINGS

SHEET

SEQUENCE

SHEET ID DESCRIPTION

1 G-001 COVER SHEET

2 G-002

VICINITY MAP, ABBREVIATIONS, GENERAL NOTES, AND SCHEDULE OF DRAWINGS

3 G-003

0561-41 SITE MAP, HAUL ROUTES, AND STAGING AREAS

4 C-110 0561-41 SITE PLAN

5 C-310 TYPICAL REPAIR SECTION FOR 0561-41

6 c-311 TYPICAL REPAIR DETAILS FOR 0561-41

ABBREVIATIONS

AB AGGREGATE BASE

APN ASSESSOR PARCEL NUMBER

AVE AVENUE

CO COUNTY

CY CUBIC YARD

E EAST

EA EACH

EG EXISTING GROUND

FG FINISH GRADE

FT FEET

HWY HIGHWAY

IN INCH

LS LANDSIDE

MAX MAXIMUM

MIN MINIMUM

N.T.S. NOT TO SCALE

N NORTH

NAD NORTH AMERICAN DATUM

RD ROAD

S SOUTH

SF SQUARE FEET

ST STREET

TYP TYPICAL

W WEST

WS WATERSIDE

WSE WATER SURFACE ELEVATION

YD YARD

LF LINEAR FEET

SR CALIFORNIA STATE ROUTE

ACRE ACREAGE

CO RD COUNTY ROAD

GENERAL NOTES

1. DIMENSIONS, REPAIR LENGTHS AND QUANTITIES SHOWN ARE APPROXIMATE AND ONLY

INDICATE THE GENERAL SCOPE OF REPAIR.

2. DETERMINE THE EXACT LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG

THE CONSTRUCTION ACCESS/HAUL ROUTE(S), AND IN THE STAGING AREA(S) BEFORE

COMMENCING THE WORK. CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE

CAUSED BY CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PROTECT ANY AND ALL

UTILITIES.

3. KEEP ROADWAYS CLEAR OF MUD AND DEBRIS AT ALL TIMES.

4. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE APPROVED IN

ADVANCE BY THE CONTRACTING OFFICER.

5. UNLESS OTHERWISE NOTED, NO TEMPORARY OR PERMANENT EXCAVATIONS ARE ALLOWED.

6. WHEN REMOVING TEMPORARY FILL, EXERCISE CAUTION TO AVOID DISTURBING THE EXISTING

GROUND SURFACE BELOW THE TEMPORARY FILL. THEREFORE, THE BOTTOM APPROXIMATELY

ONE INCH OF TEMPORARY FILL MUST BE LEFT IN PLACE. UPON COMPLETION OF THE WORK,

REMOVE AND DISPOSE OF ALL TEMPORARY FILL AND HYDROSEED DISTURBED AREAS.

7. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

SR 113

SACRAMENTO

RIVER

KNIGHTS

LANDING

DAVIS

I-5

VICINITY MAP N.T.S.

SACRAMENTO

SITE 0561-41

G-002

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CO 102

I-5

SACRAMENTO

RIVER

WOODLAND

DIRECTIONS TO KNIGHTS LANDING

1. FROM SACRAMENTO HEAD NORTH ON I-5

2. TAKE EXIT 536 FOR COUNTY HIGHWAY E8/COUNTY ROAD 102

3. IN 8.1 MILES TURN ONTO CA-113

4. FOLLOW CA-113 FOR 0.7 MILES TO KNIGHTS LANDING

5. SEE SHEET G-003 FOR ADDITIONAL INFORMATION

AutoCAD SHX Text

SITE 561-41 SITE MAP, HAUL ROUTES, AND STAGING AREAS

PROPOSED

STAGING

AREA "B"

~0.5 ACRES

LEVEE CROWN

HAUL ROUTE

CA-45 BRIDGE

CROSSING

SITE 561-41

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PROPOSED

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~0.6 ACRES

KNIGHTS LANDING

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LEGEND

SITE LOCATION

STAGING AREA

HAUL ROUTE

NOTES:

1. TRACTOR-SEMIS OVER 30 FEET KINGPIN TO REAR

AXLE NOT ADVISED ON CA-45 BRIDGE CROSSING.

BRIDGE OPERATING RATING LIMITED TO 39.9 TONS

(36.3 METRIC TONS)

2. TEMPORARY ACCESS RAMP TO BE RETURNED TO

ORIGINAL CONDITION AND SEEDED AFTER

CONSTRUCTION COMPLETION.

HAUL ROUTE

1" = 250'

0' 250'125' 500' 750'

SCALE: 1" = 250'

TEMPORARY

ACCESS RAMP

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0561-41 SITE PLAN

BEGIN REACH

REPAIR LIMIT

LEVEE CROWN

HAUL ROUTE

END REACH

REPAIR LIMIT

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PROJECT SITE 0561-41

LEVEE REPAIR

LENGTH 750 LF.

HAUL ROUTE

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0561-41 FULL LEVEE REPAIR COORDINATES

LAT (NAD 83) LONG (NAD 83)

38.796340 -121.738956

38.795769 -121.736798

BEGINNING

END

SCALE: 1" = 50'

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12' CONSTRUCTION

BOUNDARY LIMIT

12' CONSTRUCTION

BOUNDARY LIMIT

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LEGEND

SITE LOCATION

HAUL ROUTE

EXISTING LEVEE

CENTERLINE

NEW LEVEE

CENTERLINE

NEW TOP OF LEVEE EDGE

NEW TOE OF LEVEE

TEMPORARY

ACCESS RAMP

26°

25°

1" = 50'

0' 50'25' 100' 150'

B

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50' TRANSITION BACK

TO EXISTING LEVEE

50' TRANSITION BACK

TO EXISTING LEVEE

LANDSIDE TYPICAL REPAIR SECTION

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TYPICAL LEVEE

SCALE: 1" = 10'

1. SITE SHALL BE CLEARED, GRUBBED AND STRIPPED OF ORGANICS,

VEGETATION, AND ALL LOOSE DELETERIOUS MATERIAL PRIOR TO

CONSTRUCTION.

2. LANDSIDE LEVEE TOE DITCH SHALL BE DEWATERED. DEWATERING

SHALL BE PERFORMED PER SPECIFICATIONS. WATER SHALL BE

DIVERTED AROUND THE SITE UNTIL CONSTRUCTION IS COMPLETE.

3. SHOULD DRY SUB-GRADE CONDITIONS EXIST, KEYWAY SHALL BE

EXCAVATED AND FILLED WITH LEVEE FILL MATERIAL. SHOULD WET

SUB-GRADE CONDITIONS EXIST DURING KEYWAY CONSTRUCTION, A

BRIDGING LAYER, AS SHOWN IN DETAIL A/C-311, SHALL BE

CONSTRUCTED. SUB-GRADE CONDITIONS TO BE ASSESSED BY

CONTRACTING OFFICER AND USACE GEOTECH PRIOR TO FILL

PLACEMENT.

4. FINAL LEVEE LAND SIDE SLOPE SHALL BE 2.9:1.

5. EXCAVATION TO BE BENCHED AND KEYED INTO EXISTING SLOPE.

LEVEE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8

INCHES LOOSE THICKNESS AND COMPACTED TO MEET

SPECIFICATIONS.

6. LEVEE SLOPE SHALL BE OVERBUILT BY APPROXIMATELY 6 INCHES AND

TRIMMED AND TRACK WALKED TO THE FINAL GEOMETRY.

7. NEW LEVEE CREST SLOPE SHALL MATCH EXISTING LEVEE CREST

SLOPE TO PREVENT POOLING ON THE LEVEE CREST.

8. UPON COMPLETION ANY GROUND DISTURBED DURING CONSTRUCTION

SHALL BE SEEDED ACCORDING TO SPECIFICATIONS, AND THE LEVEE

CROWN ROAD SHALL BE SURFACED WITH AGGREGATE BASE.

9. A 10 FT WIDE LANDSIDE TOE ROAD SHALL BE CONSTRUCTED.

10. SEE SPECIFICATION 31 00 00 FOR ALL MATERIAL REQUIREMENTS.

11. DIMENSIONS SHOWN ARE IN FEET UNLESS OTHERWISE NOTED.

GENERAL NOTES

VARIES

10.5

V

H

V

H

DITCH

(DIMENSIONS

UNKNOWN)

SITE 0561-41

LAND SIDE

SITE 0561-41

WATER SIDE

C

L

28.0

10.5

DITCH

SITE 0561-41

LAND SIDE

SITE 0561-41

WATER SIDE

28.0

20.0

~12.0

V

H

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H

C

L

C

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V

H

NEW

KEYWAY

BRIDGING LAYER

(OPTION) SEE

NOTE 3

LEVEE FILL

NEW 0.5' THICK

AGGREGEATE

BASE COURSE

A

C-110

~10.0

LANDSIDE

TOE ROAD

C-311

A

1.41.4

GRAVEL SURFACE

1" = 10'

0' 5' 10' 20' 30'

EXCAVATION

LIMITS

8.0

2.0

EXISTING

EXISTING

22.6

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TYPICAL LEVEE

VARIES

10.5

V

H

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H

DITCH

(DIMENSIONS

UNKNOWN)

SITE 0561-41

LAND SIDE

SITE 0561-41

WATER SIDE

C

L

28.0

~12.0

B

C-110

0.5' KEYWAY

AGGREGATE

BASECOURSE

KEYWAY WITH BRIDGING LAYER (OPTION)

N.T.S.

C-310

A

V

H

NEW LEVEE FILL

1' KEYWAY

3" X 6" STONE

KEYWAY

GEOTEXTILE

3' GEOTEXTILE

OVERLAP

EXISTING LEVEE

NEW TOE

ROAD

3' GEOTEXTILE

OVERLAP

GRAVEL

SURFACE

1" = 10'

0' 5' 10' 20' 30'

1.4

LEVEE FILL

NEW 0.5' THICK

AGGREGATE

BASECOURSE

1.5' NEW LEVEE FILL