A07.01-Atch_1_Plans.pdf

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ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

Sacramento District

W91238

JANUARY 12, 2018

W91238

COLUSA COUNTY, CALIFORNIA

PL 84-99 SACRAMENTO RIVER LEVEE REPAIR PROJECT

SITES 0561-11 AND 0561-35

APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED

DISTRIBUTION STATEMENT A

THE PROJECT WAS DESIGNED BY THE SACRAMENTO DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS

OR SIGNATURE AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Design Branch

Acting Chief, Civil Design Section A

Chief, Geotechnical Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

SUBMITTED BY:

G-001

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David G. Ray P.E.

/S/ Rick Poeppelman P.E.

/S/ Scott Tincher P.E.

/S/ Markus Boedtker P.E.

/S/ April Fontaine P.G.

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SCHEDULE OF DRAWINGS

SEQUENCE

NUMBER

SHEET ID DESCRIPTION

1 G-001 COVER SHEET

2 G-002

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

3 C-110 0561-35 SITE PLAN

4 C-120 0561-11 SITE PLAN

5 C-310 0561-35 TYPICAL REPAIR SECTION

6 C-311 0561-35 PLAN AND PROFILE VIEW

7 C-320 SITE 0561-11 TYPICAL REPAIR SECTION AND TABLE

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

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. CONSTRUCT PERMANENT ACCESS ROADS 15 FT WIDE.

8. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

VICINITY MAPS N.T.S.

COLUSA

SACRAMENTO

RIVER

MOON BEND ROAD

HAUL ROUTE

LEVEE CROWN

HAUL ROUTE

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

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SITE 0561-35

E CLAY ST

LEVEE TOE

HAUL ROUTE

STAGING AREA

WILLIAMS

SITE 0561-11

STAGING AREA

ABEL RD

HAUL ROUTE

WARE RD

LEVEE CROWN

HAUL ROUTE

STAGING AREA

TEMP ACCESS

RAMP

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HAUL ROUTE

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0561-35 SITE PLAN

0561-35 SITE PHOTO

PROJECT SITE 0561-35, REPAIR

LENGTH APPROXIMATELY 760 FT.

PROTECT WATER PUMP AND

UTILITY POLES IF NECESSARY

SACRAMENTO

RIVER

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LEVEE CROWN

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Feet

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TEMP ACCESS

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LENGTH APPROXIMATELY 850 FT.

LAT (NAD 83) LONG (NAD 83)

BEGINNING 39.192400 -121.987670

END 39.190910 -121.985820

0561-35 SITE REPAIR LIMIT

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LEVEE TOE

STAGING AREA

0561-35 STAGING AREA

TEMP ACCESS

RAMP

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STRUCTURE IN

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CONSTRUCTION

PROTECT EXISTING

UTILITY POLE IN PLACE

DURING CONSTRUCTION

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0561-11 SITE PLAN

AREAS MAY BE USED TO

CONSTRUCT TEMP. ACCESS RAMPS

BETWEEN LEVEE CROWN & TOE

HAUL ROUTE

(LEVEE CROWN)

0561-11 SITE PHOTO

PROJECT SITE 0561-11-1

REPAIR LENGTH 305 FT.

PROJECT SITE 0561-11-2

REPAIR LENGTH 230 FT.

PROJECT SITE 0561-11-3

REPAIR LENGTH 165 FT.

STAGING AREA

STAGING AREA

STAGING AREA

HAUL ROUTE

(LEVEE TOE)

HAUL ROUTE

(LEVEE TOE)

HAUL ROUTE

(ABEL RD)

APN

APN

PROPERTY BOUNDARY (TYP)

ABANDONED 2 FT. DIA. PIPE

APPROX. 2 FT. BELOW CROWN

PROTECT IN PLACE

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LAT (NAD 83) LONG (NAD 83)

0561-11-1 US 39.136911 -122.022830

0561-11-1DS 39.136047 -122.022822

0561-11-2 US 39.135888 -122.022833

0561-11-2-DS 39.135244 -122.022810

0561-11-3 US 39.134125 -122.022808

0561-11-3 DS 39.133666 -122.022806

0561-11 SITES REPAIR LIMITS

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CONSTRUCTION NOTES:

1. CLEAR, STRIP AND GRUB VEGETATION LIMIT AS SHOWN ON REPAIR SECTION, INCLUDING TREES RELOCATION AS

NECESSARY WITHIN PROJECT FOOTPRINT PER SPECIFICATION REQUIREMENTS.

2. PRIOR TO SEEPAGE BERM CONSTRUCTION, PLACE FILTER FABRIC AS SHOWN ON REPAIR SECTION.

3. THEORETICAL SEEPAGE BERM TOE PROJECT FROM ADJACENT UNDAMAGED BERM TOE.

4. PLACE 3" TO 6" ROCK ON ALL SIDES OF SEEPAGE BERM.

5. OVERLAP FILTER FABRIC 5 FT AND PROVIDE 1 FT COVER.

LS

26 TO 28

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REMOVE EXISTING BERM ALONG

LENGTH OF REPAIR, SEE PLAN VIEW

AND EXCAVATION PROFILE SHOWN

ON SHEET C-311

BERM HEIGHT

9 TO 11

SITE 0561-35 PHASE I REMOVE EXISTING BERM CROSS SECTION

N.T.S

BERM TOE

EXISTING BERM WIDTH

CREST

LS

LEVEE EMBANKMENT

3 FT THICK MIN

DRAIN ROCK

AB

HYDROSEED

26 TO 28

FILTER FABRIC

SEE NOTE 2

3H:1V

SLOPE TO DRAIN

1H:1V

3 TO 6 INCH ROCK

LEVEE FILL

2H:1V

LEVEE TOE

DRAIN ROCK

OVER FILTER FABRIC

2H:1V

EXISTING

BERM TOE

FILTER FABRIC

LIMIT, SEE

NOTE 5

FILTER FABRIC LIMIT

SLOPE TO DRAIN

SEEPAGE

BERM TOE

BERM HEIGHT

VARIES SEE NOTE 3

CLEANING, GRUBBING AND STRIPPING LIMIT

15' PERMANENT ACCESS ROAD

EG

6"

NEW BERM WIDTH

DRAIN ROCK

LEVEE FILL

SITE 0561-35 PHASE II LEVEE REPAIR SECTION A-A

N.T.S

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SITE 0561-35 PHASE II LEVEE REPAIR - PLAN VIEW

N.T.S

BOTTOM OF EXISTING RAMP

DEGRADE BERM LIMIT

TOP OF EXISTING BERM

TRANSITION

LENGTH

EXISTING

BERM

TOE

BERM TOE

DEGRADE EXISTING BERM

SEEPAGE BERM

TOP OF EXISTING

RAMP

SEE SITE PLAN FOR

TIE-IN LOCATION

SEE NOTE 1

& 3

SEE NOTE 1

SEE NOTE 2

SITE 0561-35 BERM EXCAVATION PROFILE

N.T.S

TOP OF EXISTING LEVEE

3H:1V, DEGRADE BERM SLOPE

TIE IN TO EXISTING BERM

EXISTING LEVEE

TOE

EXISTING BERM TOE

REPAIR LENGTH, SEE SHEET C-110

TRANSITION LENGTH

CONSTRUCTION NOTES:

1. AT EACH END OF REPAIR, PROVIDE SMOOTH TRANSITION BETWEEN THE NEW SEEPAGE BERM AND

THE EXISTING UNDAMAGED LEVEE BERM SLOPES.

2. BUILD PERMANENT RAMP SLOPE MATCHING EXISTING RAMP.

3. SEEPAGE BERM LENGTH IS APPROXIMATELY 650 FEET NOT INCLUDING PERMANENT RAMP LENGTH;

FINAL SEEPAGE BERM TIE-IN LOCATION IS DETERMINATED IN THE FIELD.

BERM

LEVEE CREST

PERMANENT ACCESS ROAD

DEGRADE EXISTING RAMP

DEGRADE EXISTING BERM LIMIT

SEE SHEET C-310

EXCAVATION LIMIT

C

EG/LEVEE DAMAGE PROFILE

EG

D

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8'

A

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DRAINAGE

DITCH

F

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SLOPE

BREAK

H

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HINGE

POINT

2%

C-320

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KEY NOTES:

1. THE CONTRACTING OFFICER MUST APPROVE EXCAVATION OF THE SLIP PLANE BEFORE PLACEMENT OF LEVEE

FILL MATERIAL. ADDITIONAL EXCAVATION MAY BE REQUIRED FROM WHAT IS SHOWN.

2. THEORETICAL LEVEE TOE PROJECTED FROM ADJACENT UNDAMAGED LEVEE TOE.

3. FINAL LEVEE SLOPE TO MATCH EXISTING ADJACENT UNDAMAGED SLOPES.

4. EXCAVATION SLOPES MUST BE BENCHED AS SHOWN. NO BENCHING IS WITHIN 3-FEET VERTICAL FROM THE

CREST OF THE LEVEE.

5. INSTALL 6" THICK AB, NEW CREST ELEVATION IS 2" ABOVE EXISTING CREST ELEVATION TO ACCOUNT FOR

LEVEE SETTLEMENT. ESTABLISH EXISTING CREST ELEVATION FROM PRE-CONSTRUCTION SURVEY ON

ADJACENT UNDAMAGED LEVEE CREST. 2% GRADE FROM CENTER OF LEVEE CREST.

6. AT EACH END OF REPAIR, CONTRACTOR MUST PROVIDE SMOOTH TRANSITION TO THE EXISTING UNDAMAGED

LEVEE SLOPES.

7. INSTALL BRIDGING LAYER COMPOSED OF GEOTEXTILE WITH 12" THICK LAYER OF 3-INCH X 6-INCH ROCK AND

6" LAYER OF AB TO BRIDGE OVER SOFT SOIL IF NEEDED, EXCLUDING THE TRANSITION ZONES.

8. EXCAVATION LIMIT MUST NOT EXTEND BEYOND TOP OF THE EXISTING DRAINAGE DITCH.

9. FILL PLACEMENT MUST OCCUR WITHIN 24 HOURS OF FINAL EXCAVATION DUE TO SOIL MOISTURE

REQUIREMENTS.

TYPICAL REPAIR SECTION

NTS

LEVEE REPAIR TABLE

A B C D E F G H

SITE ID LS/WS

REPAIR

EXCAVATION

DEPTH, FT

TOE SIDE

SLOPE, H:V

EXCAVATION

BENCH SLOPE, H:V

DIST FROM

HINGE PT,

FT

CREST

WIDTH,

FT

SLOPE

BREAK,

FT

SLOPE

BREAK,

FT

EST. SLOPE

LENGTH,

FT

0561-11-1 WS 3 3:1 4.5 TO 1 & 3 TO 1

ABOVE SLOPE

BREAK

3 17 11 6 41

0561-11-2 WS 3 3:1 4.5 TO 1 & 3 TO 1

ABOVE SLOPE

BREAK

3 17 11 6 41

0561-11-3 WS 4 3:1 5 TO 1 & 3 TO 1

ABOVE SLOPE

BREAK

6 17 11 8 41