A07.01-Kings_River_Plans.pdf

ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

SACRAMENTO DISTRICT

W9123818C

MARCH 28, 2018

W9123818R0025

KINGS RIVER LEVEE BREACH REPAIR

SITE 0331-11

KINGS COUNTY, CALIFORNIA

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

Chief, Civil Design Section A

Chief, Geotechnical Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

SUBMITTED BY:

David G. Ray

Rick Poeppelman P.E.

Scott Tincher P.E.

Will Hall P.E.

April Fontaine P.G.

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SCHEDULE OF DRAWINGS

SHEET

NUMBER

SHEET ID DESCRIPTION

1 G-001 COVER SHEET

2 G-002

VICINITY MAP, HAUL ROUTE, ABBREVIATIONS, GENERAL NOTES, AND SCHEDULE

OF DRAWINGS

3 C-110 0331-11 SITE PLAN

4 C-310 TYPICAL REPAIR SECTION AND LONGITUDINAL VIEW

5 C-910 SITE PHOTOS

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 AND QUANTITIES SHOWN ARE APPROXIMATE AND ONLY INDICATE THE GENERAL

SCOPE OF REPAIR.

2. CONTRACTOR IS TO 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. CONTRACTOR MUST NOT DEPOSIT MUD AND DEBRIS ON THE ROADWAYS AT ANY TIME.

4. EARTHWORK ASSOCIATED WITH THE CONSTRUCTION (TEMPORARY OR OTHERWISE) MUST BE

APPROVED IN ADVANCE BY THE CONTRACTING OFFICER BEFORE BEGINNING THE WORK.

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

6. WHEN REMOVING TEMPORARY FILL, CONTRACTOR MUST EXERCISE CAUTION TO AVOID

DISTURBING THE EXISTING GROUND SURFACE BELOW THE TEMPORARY FILL; APPROXIMATELY

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

CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL REMAINING TEMPORARY FILL AND THEN

HYDROSEED DISTURBED AREAS.

7. REPAIR LENGTHS SHOWN ON THE SITE PLANS INCLUDE THE TRANSITIONS TO EXISTING

GROUND AT EACH END OF THE REPAIR.

VICINITY MAP N.T.S.

RD ROAD

S SOUTH

SF SQUARE FEET

ST STREET

TYP TYPICAL

W WEST

WS WATERSIDE

WSE WATER SURFACE ELEVATION

YD YARD

KO CONTRACTING OFFICER

HWY

SITE 0331-11

HALLS

CORNER

LEVEE CROWN

HAUL ROUTE

HWY

LEMOORE

KINGS RIVER

STAGING

AREA

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STOCKPILE

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GRANGEVILLE BLVD

HAUL ROUTE

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STAGING AREA

SITE PLAN WITH HAUL ROADS AND STAGING AREA

PROJECT 0331-11 SITE PLAN

KINGS RIVER

STAGING AREA

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PROJECT SITE 0331-11, REPAIR

LENGTH APPROXIMATELY 75 FT.

LEVEE CROWN

HAUL ROUTE

HAUL ROUTE

PROJECT SITE 0331-11, REPAIR

LENGTH APPROXIMATELY 75 FT.

LEVEE CROWN

HAUL ROUTE

LEVEE CROWN

HAUL ROUTE

LAT (NAD 83) LONG (NAD 83)

BEGINNING 36.304833 -119.869722

END 36.304635 -119.869666

0331-11 SITE REPAIR LIMIT

Feet

0 100 200

Feet

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TREE TO BE REMOVED

PRIOR TO CONSTRUCTION

TREE TO BE REMOVED

PRIOR TO CONSTRUCTION

CONSTRUCTION LENGTH

APPROXIMATELY 129 FT.

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KINGS RIVER

(DEWATER SITE AREA ONLY)

ORIGINAL GROUND

UNDISTURBED

EXPLORATION

KEYWAY

IRRIGATION DITCH -

UNPERMITTED ENCRAOCHMENT

(TO BE DEWATERED - OPTIONAL)

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BRIDGING

LAYER OPTION

28' LEVEE ACCESS

ROAD

DEGRADED

SECTION

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KEYWAY

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ORIGINAL GROUND

UNDISTURBED

ORIGINAL GROUND

UNDISTURBED

BRIDGING

LAYER OPTION

LEVEE ACCESS

ROAD

EXCAVATE EXISTING

LEVEE AND KEYWAY

EXISTING LEVEE

CROWN

EXISTING LEVEE

CROWN

12"

4"

AB

3"X6" ROCK

GEOTEXTILE

C

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6" AGGREGATE BASE COURSE

-2%-2%

1' SHOULDER (TYP)

6"

GENERAL NOTES:

1. EXCAVATION ALONG BREACH SITE SHOULD EXTEND TO A DEPTH OF APPROXIMATELY 9FT TO ORIGINAL OR UNDISTURBED

GROUND. THIS 9 FT IS AN ESTIMATED DEPTH. CONTRACTING OFFICER MUST APPROVE EXCAVATION PRIOR TO BACKFILLING.

1.1. IF DIRECTED BY KO, ADDITIONAL EXCAVATION MAY BE REQUIRED AS AN OPTIONAL ITEM.

2. FINAL LEVEE SIDE SLOPE SHOULD BE 3:1 WATERSIDE and 2:1 LANDSIDE SLOPE OR MATCH EXISTING ADJACENT UNDAMAGED

SLOPES, WHICHEVER IS FLATTER.

3. LEVEE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES AND COMPACTED TO A MINIMUM OF 97% MAXIMUM

DRY DENSITY BASED ON ASTM D698 AND MOISTURE CONTENT WITHIN PLUS OR MINUS 2% OPTIMUM. REFER TO SPECIFICATION

31 00 00, SECTION 3.14.9.

4. SLOPEs ARE TO BE OVERBUILT BY APPROXIMATELY 6 INCHES AND TRIMMED AND TRACK-WALKED TO THE FINAL SLOPES.

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

SMOOTH TRANSITION IS NOT TO RESULT IN A SLOPE STEEPER THAN THE SLOPES SHOWN IN THE CROSS SECTION VIEW.

6. CLEAR, STRIP AND GRUB VEGETATION. REMOVE TREES AT THE INTERFACE BETWEEN THE LEVEE AND THE RIVER.

7. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE HYDROSEEDED SUCH AS STAGING AREAS IF IMPACTED.

8. AS DIRECTED BY KO, INSTALL BRIDGING LAYERS AT BASE OF EXPLORATION KEYWAY. BRIDGING LAYER WILL INCLUDE

GEOTEXTILE WITH 12IN 3X6 ROCK COMPACTED AND 4IN AB COMPACTED. IF OPTION IS NOT EXERCISED, CONTRACTOR SHALL

USE LEVEE FILL.

9. CONTRACTOR SHALL INSTALL 6IN AB ON LEVEE CROWN.

10. DIMENSIONS SHOWN ARE IN FEET UNLESS OTHERWISE NOTED.

11. DEWATERING OF CHANNEL FOR CONSTRUCTION DEPENDENT ON CANAL AND RIVER WATER SURFACE ELEVATIONS. AN

EARTHEN COFFERDAM WILL NOT BE ALLOWED ON EITHER THE CANAL OR RIVER SIDE IN THE EVENT DEWATERING IS

NECESSARY.

12. ALL EXISTING LEVEE MATERIAL SHALL BE EXCAVATED AND STOCKPILED AT THE 26

ROAD MATERIALS AREA (COORDINATES

36.3913524, -119.92726044) AND SEPARATED INTO LEVEE FILL AND ROCK STOCKPILES.

A-A CROSS SECTION VIEW

N.T.S.

B-B LONGITUDINAL VIEW

N.T.S.

C-310

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OPTIONAL BRIDGING LAYER

N.T.S.

LEVEE CROWN TYPICAL SECTION

N.T.S.

C-910

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PHOTO - 1

PHOTO - 2

PHOTO - 3

PHOTO - 4

PHOTO - #

1. LEVEE BREACH - LEFT BANK WS

2. EMERGENCY REPAIR OF LEVEE BREACH -

WS LOOKING DOWNSTREAM

3. EMERGENCY REPAIR OF LEVEE BREACH -

LS LOOKING DOWNSTREAM

4. TREE REMOVAL OF LEVEE

RECONSTRUCTION - LOOKING UPSTREAM

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