Atch_3_2268_Plans_2-13-19.pdf

ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

Sacramento District

W91238-XX-X-XXXX

FEBRUARY 13, 2019

W91238-XX-X-XXXX

SAN JOAQUIN COUNTY, CALIFORNIA

PL 84-99 SOUTH SAN JOAQUIN LEVEE REPAIRS

RD 2075 MCMULLIN RANCH SITES 1151-15, 1151-16, 1151-17

AND RD 2064 RIVER JUNCTION SITES 1151-22, 1151-23

APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED

DISTRIBUTION STATEMENT A

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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:

David G. Ray

/s/ Rick Poeppelman P.E.

/s/ Scott Tincher P.E.

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

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VICINITY MAP

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GENERAL NOTES

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INDEX OF DRAWINGS

SEQUENCE NO. SHEET ID. DESCRIPTION

1 G-001 COVER SHEET

2 G-002

VICINITY MAP, GENERAL NOTES, ABBREVIATIONS AND INDEX OF DRAWINGS

3 C-101

SITE 1151-15 AND 1151-16 HAUL ROUTE, STAGING AREA AND SITE PLAN

4 C-102

SITE 1151-17 HAUL ROUTE, STAGING AREA AND SITE PLAN

5 C-103

SITE 1151-22 HAUL ROUTE, STAGING AREA AND SITE PLAN

6 C-104

SITE 1151-23 HAUL ROUTE, STAGING AREA AND SITE PLAN

ze C-301 TYPICAL REPAIR SECTIONS

TO LATHROP

TO PATTERSON

0 4000'2000'

SITE 1151-17

STAGING AREA

SITE 1151-17 SEE SHEET C-102

SITE 1151-15 SEE SHEET C-101

SITE 1151-16 SEE SHEET C-101

SITES 1151-15 AND 1151-16 STAGING AREA

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1151-23 STAGING AREA

SITE 1151-22 SEE SHEET C-103

HAUL ROUTE

SITE 1151-23 SEE

SHEET C-104

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1. DIMENSIONS AND QUANTITIES SHOWN ARE APPROXIMATE AND ONLY INDICATE GENERAL SCOPE OF REPAIR.

2. CONTRACTOR TO DETERMINE THE EXACT LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG THE CONSTRUCTION ACCESS\

HAUL ROUTES AND IN STAGING AREAS BEFORE COMMENCING THE WORK. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE CAUSED BY

CONTRACTORS FAILURE TO LOCATE AND PROTECT ALL UTILITIES.

3. CONTRACTOR MUST 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. LEVEE SLOPES SHALL NOT BE CUT TO PROVIDE TEMPORARY CONSTRUCTION ACCESS RAMPS. IF NECESSARY, TEMPORARY CONSTRUCTION

RAMPS SHALL BE CONSTRUCTED BY PLACING FILL MATERIAL ON LEVEE SLOPES.

6. WHEN REMOVING TEMPORARY FILL, CONTRACTOR MUST EXERCISE CAUTION TO AVOID DISTURBING THE EXISTING GROUND SURFACE BELOW

TEMPORARY FILL. THE BOTTOM APPROXIMATELY ONE INCH OF TEMPORARY FILL MUST BE LEFT IN PLACE. UPON COMPLETION OF WORK, CONTRACTOR IS REQUIRED TO REMOVE AND DISPOSE OF ALL TEMPORARY FILL AND HYDROSEED DISTURBED AREAS.

7. REPAIR LENGTHS SHOWN ON SITE PLANS INCLUDE THE TRANSITIONS TO EXISTING GROUND AT EACH END OF THE REPAIR.

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

LF LINEAR FEET

LS LANDSIDE

LAT LATITUDE

LONG LONGITUDE

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

N NORTH

RD ROAD

S SOUTH

SF SQUARE FEET

ST STREET

TYP TYPICAL

W WEST

WS WATERSIDE

WSE WATER SURFACE ELEVATION

YD YARD

RECLAMATION DISTRICT 2075

MCMULLIN RANCH

W. LINNE RD.

PERRIN RD.

E. MCMULLIN RD.

DURRAM FERRY RD.

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RECLAMATION DISTRICT 2064

RIVER JUNCTION

TO MANTECA

LEGEND

HAUL ROUTE

WAVE WASH REPAIR SITE

BANK EROSION REPAIR AREA

STAGING AREA

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1151-15 AND 1151-16 SITE PLAN

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HAUL ROUTE (FARM ROAD)

HAUL ROUTE (LEVEE CROWN)

SITE 1151-12 SEE SHEET C-102

SITE 1151-17 SEE SHEET C-102

SITE 1151-17 STAGING AREA

HAUL ROUTE (LEVEE TOE)

HAUL ROUTE

(LEVEE TOE)

HAUL ROUTE (LEVEE TOE)

SITES 1151-15 AND

1151-16 STAGING AREA

PROJECT SITE 1151-16

WAVE WASH REPAIR

LENGTH 257 LF

PROJECT SITE 1151-15

WAVE WASH REPAIR

LENGTH 344 LF

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BEGIN SITE 1151-16

WAVE WASH REPAIR

LAT: 37.714630°

LONG: -121.278263°

END SITE 1151-16

WAVE WASH REPAIR

LAT: 37.714048°

LONG: -121.278363°

BEGIN SITE 1151-15

WAVE WASH REPAIR

LAT: 37.713492°

LONG: -121.278982°

END SITE 1151-15

WAVE WASH REPAIR

LAT: 37.713388°

LONG: -121.280018°

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HAUL ROUTE (LEVEE TOE)

HAUL ROUTE (LEVEE TOE)

GENERAL NOTES

1. SEE SHEET C-301 FOR TYPICAL SECTIONS

LAT: 37.714308°

LONG: -121.281895°

LAT: 37.713575°

LONG: -121.280047°

LAT: 37.713547°

LONG: -121.279636°

LAT: 37.713663°

LONG: -121.279151°

LAT: 37.713970°

LONG: -121.278722°

LAT: 37.714174°

LONG: -121.278589°

LAT: 37.714649°

LONG: -121.278495°

LEGEND

HAUL ROUTE

WAVE WASH REPAIR SITE

BANK EROSION REPAIR AREA

STAGING AREA

PERRIN RD.

HAUL ROUTE (FARM ROAD)

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1151-17 HAUL ROUTE AND STAGING AREA

1151-17 SITE PLAN

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PROJECT SITE 1151-17

BANK EROSION REPAIR

LENGTH 289 LF

HAUL ROUTE (LEVEE CROWN)

HAUL ROUTE (LEVEE TOE)

HAUL ROUTE (FARM ROAD)

SITE 1151-17 STAGING AREA

PERRIN RD.

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BEGIN SITE 1151-17

BANK EROSION REPAIR

LAT: 37.727799°

LONG: -121.274252°

END SITE 1151-17

BANK EROSION REPAIR

LAT: 37.728460°

LONG: -121.274671°

HAUL ROUTE (LEVEE CROWN)

HAUL ROUTE (LEVEE TOE)

GENERAL NOTES

1. SEE SHEET C-301 FOR TYPICAL SECTIONS

LEGEND

HAUL ROUTE

WAVE WASH REPAIR SITE

BANK EROSION REPAIR AREA

STAGING AREA

LAT: 37.727150°

LONG: -121.278609°

LAT: 37.725842°

LONG: -121.279479°

LAT: 37.726940°

LONG: -121.278099°

LAT: 37.725621°

LONG: -121.278960°

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1151-22 HAUL ROUTE AND STAGING AREA

1151-22 SITE PLAN

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1151-23 STAGING AREA

PROJECT SITE 1151-22

WAVE WASH REPAIR

LENGTH 251 LF

HAUL ROUTE (LEVEE TOE)

HAUL ROUTE (LEVEE CROWN)

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BEGIN SITE 1151-22

WAVE WASH REPAIR

LAT: 37.677156°

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WAVE WASH REPAIR

LAT: 37.677840°

LONG: -121.264398°

HAUL ROUTE (LEVEE TOE)

100' 200'0

GENERAL NOTES

1. SEE SHEET C-301 FOR TYPICAL SECTIONS

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HAUL ROUTE

WAVE WASH REPAIR SITE

BANK EROSION REPAIR AREA

STAGING AREA

LAT: 37.676434°

LONG: -121.263168°

LAT: 37.675977°

LONG: -121.263190°

LAT: 37.675414°

LONG: -121.263088°

LAT: 37.675271°

LONG: -121.263293°

LAT: 37.675797°

LONG: -121.263891°

LAT: 37.676096°

LONG: -121.263920°

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1151-23 HAUL ROUTE AND STAGING AREA

1151-23 SITE PLAN

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SITE 1151-22 AND

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PROJECT SITE 1151-23

WAVE WASH REPAIR

LENGTH 220 LF

HAUL ROUTE (LEVEE TOE)

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BEGIN SITE 1151-23

WAVE WASH REPAIR

LAT: 37.672198°

LONG: -121.246747°

END SITE 1151-23

WAVE WASH REPAIR

LAT: 37.671646°

LONG: -121.246799°

C -3

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GENERAL NOTES

1. SEE SHEET C-301 FOR TYPICAL SECTIONS

HAUL ROUTE (LEVEE TOE)

HAUL ROUTE (LEVEE CROWN)

LEGEND

HAUL ROUTE

WAVE WASH REPAIR SITE

BANK EROSION REPAIR AREA

STAGING AREA

LAT: 37.676434°

LONG: -121.263168°

LAT: 37.675977°

LONG: -121.263190°

LAT: 37.675414°

LONG: -121.263088°

LAT: 37.675271°

LONG: -121.263293°

LAT: 37.675797°

LONG: -121.263891°

LAT: 37.676096°

LONG: -121.263920°

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SECTION C - SITE 1151-17 BANK EROSION REPAIR

NTS

SECTION D - SITE 1151-22 REACH I WAVE WASH REPAIR

NTS

SECTION E - SITE 1151-22 REACH II WAVE WASH REPAIR

NTS

SECTION F - SITE 1151-23 WAVE WASH REPAIR

NTS

GENERAL NOTES

WATERSIDE LANDSIDE

EXISTING BENCH WIDTH

VARIES 10' TO 20'

LEVEE CROWN

QUARRY STONE

SOIL-FILLED QUARRY STONE

3'

LEVEE CROWN

EXISTING BENCH

LEVEE TOE

WAVE WASH SCARP

12" VERTICAL TYPICAL

EXCAVATION TO BE BENCHED BELOW WAVE WASH

SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT

PER SPECIFICATIONS.

LEVEE CROWN

EXISTING BENCH

LEVEE TOE

WAVE WASH SCARP

24" - 36" VERTICAL TYPICAL

EXCAVATION TO BE BENCHED BELOW WAVE WASH

SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT

PER SPECIFICATIONS.

LEVEE CROWN HAUL ROUTE

EXISTING BENCH

LEVEE TOE

WAVE WASH SCARP

6" - 12" VERTICAL TYPICAL

EXCAVATION TO BE BENCHED BELOW WAVE WASH

SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT

PER SPECIFICATIONS.

3'

3'

WATERSIDE LANDSIDE

WATERSIDE LANDSIDE

WATERSIDE LANDSIDE

6" AGGREGATE BASE BETWEEN SOIL-FILLED

QUARRY STONE AND QUARRY STONE

6" TOPSOIL AND HYDROSEED

1. SLIP PLANE EXCAVATION SHALL BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO PLACEMENT OF LEVEE FILL

MATERIAL. ADDITIONAL EXCAVATION BEYOND WHAT IS SHOWN

MAY BE REQUIRED.

2. LEVEE TOE PROJECTED FROM ADJACENT UNDAMAGED LEVEE

TOE.

3. FINAL LEVEE SLOPE SHALL NOT BE STEEPER THAN WHAT IS

SHOWN IN SECTIONS OR ADJACENT UNDAMAGED SLOPES,

WHICHEVER IS FLATTER.

4. AT EACH END OF REPAIR AREA, CONTRACTOR IS REQURED TO

PROVIDE A SMOOTH TRANSITION TO EXISTING UNDAMAGED

ADJACENT SLOPE.

5. PLACE LEVEE FILL IN 6" LOOSE LIFTS.

6. SOME WAVE WASH REPAIR SITES HAVE BEEN GRADED BY LOCAL

LANDOWNERS. EXCAVATE AND REPLACE MATERIAL PER TYPICAL

REPAIR SECTIONS.

7. HYDROSEED ALL DISTURBED AREAS PER PROJECT

SPECIFICATIONS.

3'

HAUL ROUTE

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SECTION A - SITE 1151-15 WAVE WASH REPAIR

NTS

WATERSIDE LANDSIDE

LEVEE CROWN HAUL ROUTE

EXISTING BENCH

LEVEE TOE

WAVE WASH SCARP

6" VERTICAL TYPICAL

EXCAVATION TO BE BENCHED BELOW WAVE WASH

SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT

PER SPECIFICATIONS.

SECTION B - SITE 1151-16 WAVE WASH REPAIR

NTS

WATERSIDE LANDSIDE

LEVEE CROWN HAUL ROUTE

EXISTING BENCH

LEVEE TOE

WAVE WASH SCARP

36" VERTICAL TYPICAL

EXCAVATION TO BE BENCHED BELOW WAVE WASH

SCARP AND NEW FILL KEYED INTO SLOPE. COMPACT

PER SPECIFICATIONS.

11'