Draft - Drawing Plans 12-16-2021.pdf

PDF 5 MB Posted Jan 26, 2022

Attached to: USACE Levee Repair - San Joaquin County
Solicitation number: W91238-22-S-0010-01
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a potential federal construction contract opportunity with the U.S. Army Corps of Engineers Sacramento District. The project involves levee repairs along the San Joaquin River in San Joaquin County, California to rehabilitate approximately 3,800 feet damaged in 2016-2017 flooding. The construction is anticipated to include removal of an existing emergency berm and fence, clearing and grubbing, and building a seepage berm with materials like levee fill, geotextiles, filter sand, drain rock, and a replacement steel fence. The contract value is estimated between $5-10 million. The solicitation is anticipated to be issued on February 14, 2022 as a total small business set-aside under NAICS code 237990 and PSC code Y1KB. Bids are tentatively due on March 16, 2022 and work must be completed by November 1, 2022.

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SACRAMENTO DISTRICT

SAN JOAQUIN RIVER RIGHT BANK

SAN JOAQUIN COUNTY, CALIFORNIA

PL 84-99 EMERGENCY REPAIRS

SITE 1151-21

W91238-16-D-0018

XXXXXX-XX-X-XXXX

DECEMBER 2021

US Army Corps of Engineers ®

USACE SACRAMENTO

SIGNATURE BLOCK

PREPARED UNDER THE DIRECTION OF:

JAMES J. HUNDURA

COL. CORPS OF ENGINEERS, SACRAMENTO DISTRICT

APPROVED BY:

RICK POEPPELMAN PE

CHIEF, ENGINEERING DIVISION

APPROVED FUNCTIONAL ADEQUACY:

WILLIAM HALL P.E.

CHIEF, DESIGN BRANCH

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US Army Corps of Engineers ®

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GENERAL NOTES

SECTION LINE

DETAIL

NORTH ARROW

LEGEND

NORTH

PLAN

X# X-5##

APN

AVE

HWY

MAX

MIN

NGS

CUBIC YARD

EAST, EASTING

EACH

EXISTING GROUND

ELEVATION

FINISH GRADE

FEET

HIGHWAY

INCH

LANDSIDE

MAXIMUM

MINIMUM

MSWSE

NATIONAL GEODETIC SURVEY

NORTH, NORTHING

AGGREGATE BASE

ASSESSOR PARCEL NUMBER

AVENUE

COUNTY

NAD

TYP

NORTH AMERICAN DATUM

ROAD

SOUTH

SQUARE FEET

STREET

TYPICAL

WEST

WATERSIDE

YARD

MEAN SUMMER WATER SURFACE ELEVATION

ABBREVIATIONS

FD FOUND

DWR DEPARTMENT OF WATER RESOURCES

IP IRON PIPE

NTS NOT TO SCALE

NAVD NORTH AMERICAN VERTICAL DATUM

PVI POINT OF VERTICAL INTERSECTION

X# X-3##

GS GROUND SURFACE

APPROX APPROXIMATELY

BLVD. BOULEVARD

CP CATCH POINT

(E) EXISTING

ACCESS POINT

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

ONLY INDICATE THE GENERAL SCOPE OF REPAIR.

2. GENERAL NOTES ARE APPLICABLE TO ALL WORK, UNLESS NOTED OTHERWISE.

3. ACCESS TO THE PROJECT IS LIMITED TO THE ACCESS POINTS SHOWN ON THE

DRAWINGS.

4. THE LOCATIONS OF EXISTING UTILITIES, IF ANY, ARE APPROXIMATE AND HAVE

NOT BEEN INDEPENDENTLY VERIFIED BY THE CONTRACTING OFFICER OR THEIR

REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION

AND ELEVATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG THE

CONSTRUCTION ACCESS ROUTE AND IN THE STAGING AREAS BEFORE

COMMENCING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITIES,

INCLUDING PROVIDING AND PLACING STEEL PLATING, AND SHALL BE FULLY

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY THE

CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES.

CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS MINIMUM

PRIOR TO ANY EXCAVATION FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN

ALL PERMITS NECESSARY TO WORK AROUND EXISTING UTILITIES.

5. CONTRACTOR SHALL PROVIDE A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) AND IMPLEMENT THE PLAN.

6. CONTRACTOR MUST KEEP ROADWAYS CLEAR OF MUD AND DEBRIS AT ALL TIMES.

7. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE

APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.

8. UNLESS OTHERWISE NOTED, NO TEMPORARY OR PERMANENT EXCAVATIONS ARE

ALLOWED.

9. LEVEE SLOPES MAY NOT BE CUT TO PROVIDE CONSTRUCTION ACCESS RAMPS.

10. WHEN REMOVING TEMPORARY FILL, CONTRACTOR MUST EXERCISE CAUTION TO

AVOID DISTURBING THE EXISTING GROUND SURFACE BELOW THE TEMPORARY

FILL. UPON COMPLETION OF THE WORK, CONTRACTOR IS TO REMOVE AND

DISPOSE OF TEMPORARY FILL, RESTORE GROUND SURFACE BELOW TO ORIGINAL

CONDITION, AND HYDROSEED DISTURBED AREAS.

11. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING THE DAMAGE CAUSED

TO EXISTING FACILITIES TO PRE-CONSTRUCTION CONDITIONS. ANY ROADS,

CURBS, GUARDRAILS, SIGNS, FENCES, UTILITIES, FLOOD CONTROL STRUCTURES

STAGING AND LAYDOWN AREAS WILL BE REPLACED OR REPAIRED TO APPLICABLE

STANDARDS AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

13. DRAWING SCALES DEPICTED ARE BASED ON UNITED STATES ARMY CORPS OF

ENGINEERS (USACE) PROJECT CAD STANDARDS SUMMARY. PLOTTING AREA FOR

22"X34" (D SIZE). CONFIRM SCALE FOR DRAWINGS PLOTTED AT ALL OTHER

DIMENSIONS.

14. DRAWINGS SHOWN WITH AERIAL PHOTOS ARE PROVIDED FOR REFERENCE ONLY.

ALL FACILITIES MAY NOT BE SHOWN ON PHOTOS. THE CONTRACTOR SHALL

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

AFFECTED BY CONSTRUCTION.

15. TOPOGRAPHIC SURVEY PROVIDED BY MHM, INC. ON DECEMBER 24, 2018.

FLOW

FLOW LINE

CIP CAST IN PLACE

PVC POLYVINYL CHLORIDE

AGGREGATE SURFACING - PLAN VIEW

SHEET INDEX

SHEET ID DESCRIPTION

G-001 COVER SHEET

G-002 GENERAL NOTES, LEGEND, ABBREVIATIONS, AND SHEET INDEX

G-003 PROJECT VICINITY AND LOCATION MAP

V-001 PROJECT SURVEY CONTROL

G-004 STAGING AREA AND HAUL ROUTE

G-005 KEY MAP AND CONTROL LINE

G-006 CONSTRUCTION LIMITS

CD-101 EXCAVATION PLAN, STA 4876+00 TO 4868+00

CD-102 EXCAVATION PLAN, STA 4868+00 TO 4860+00

C-103 GRADING PLAN - SUBGRADE STA 4876+00 TO 4868+00

C-104 GRADING PLAN - SUBGRADE STA 4868+00 TO 4860+00

C-111 GRADING PLAN - FILL, STA 4876+00 TO 4868+00

C-112 GRADING PLAN - FILL, STA 4868+00 TO 4860+00

C-301 TYPICAL SECTIONS - EXCAVATION

C-302 TYPICAL SECTIONS - CONSTRUCTION

C-310 EXCAVATION CROSS SECTIONS, STA 4861+00 TO 4868+00

C-311 CONSTRUCTION CROSS SECTIONS, STA 4861+00 TO 4868+00

C-312 CONSTRUCTION CROSS SECTIONS STA 4869+00 TO 4875+00

C-501 DETAILS

TYPE II FILL - SECTION VIEW

DRAIN ROCK - SECTION VIEW

FILTER SAND - SECTION VIEW

FL FLOW LINE

OFF OFFSET

BORING SYMBOL

CENTERLINE

PROPERTY LINE

(E) MINOR CONTOURS

(E) MAJOR CONTOURS

PROPOSED MINOR CONTOURS

PROPOSED MAJOR CONTOURS

LIMITS OF CONSTRUCTION

LIMITS OF CLEARING, GRUBBING AND STRIPPING

LIMITS EXCAVATION

MATCHLINE

CENTERLINE

CH CHORD

EXISTING CRUSHED AGGREGATE EMERGENCY

AGGREGATE SURFACING - SECTION VIEW

SEEPAGE BERM TOE MATERIAL - SECTION VIEW

CONCRETE

STA. STATION

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SCALE: 1" = 300' 600'0 300'

NORTH

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SCALE: 1" = 4000' 8000'0 4000'

D R

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LEVEE CONTROL LINE

SITE AREA

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AIRPORT WAY

BEGIN PROJECT

STA. 4861+50 (APPROX)

END PROJECT

STA. 4876+00 (APPROX)

CONTROL LISTING

POINT #

ELEV

32.000

43.300

39.879

39.474

39.199

39.400

NORTHING

2089368.84

2072480.73

2068462.10

2068499.11

2068513.62

2069467.06

EASTING

6321453.91

6334356.52

6342244.40

6341911.38

6341491.07

6340535.82

DESCRIPTION

NGS_AA4256-HPGN D CA 10 HG

NGS_HS0679_SJ 7 USE

SA 113 FD PCAP

FD PCAP

SA 112 FD PCAP

SA 114 FD PGE BM 57

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A1 PROJECT SURVEY AND CONTROL POINTS

SCALE: 1" = 300' 600'0 300'

1. SURVEY CONTROL DATA SHOWN HEREON PROVIDED

BY MHM, INC.

2. HORIZONTAL CONTROL STATEMENT: COORDINATE

VALUES AND BEARINGS SHOWN FOR THIS SURVEY ARE

REFERENCED TO THE NORTH AMERICAN DATUM OF

1983 (NAD83) AND ORIGINATE FROM FOUND

MONUMENTS AA4256 "HPGN D CA 10 HG" AND HS0679

"SJ 7" ESTABLISHED BY THE NATIONAL GEODETIC

SURVEY AND ADJUSTED IN JUNE 2012. THE DATUM

REFERENCE FOR THIS SURVEY IS BASED UPON THE

CALIFORNIA COORDINATE SYSTEM, ZONE 2 (NAD83)

2011 EPOCH. ALL MEASURMENTS ARE GRID VALUES IN

U.S. SURVEY FEET. TO OBTAIN GROUND VALUES DIVIDE

DISTANCES BY THE MEAN COMBINATION FACTOR

0.99992225.

3. VERTICAL CONTROL STATEMENT: ELEVATION VALUES

FOR THIS SURVEY ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND

ORIGINATE FROM FOUND AND MEASURED MONUMENTS

AA4256 "HPGN D CA 10 HG" ASSIGNED THE ELEVATION

32.00 FEET, NAVD88 AND HS0679 "SJ 7" ASSIGNED THE

ELEVATION 43.30 FEET NAVD88.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

CONTROL POINTS AND EXISTING MONUMENTS.

MONUMENTS AND SURVEY MARKERS DESTROYED

DURING CONSTRUCTION SHALL BE REPLACED BY A

LICENSED SURVEY AT THE CONTRACTORS EXPENSE.

GENERAL SHEET NOTES

LEGEND

- SURVEY CONTROL POINT '202'202

A6 PROJECT VICINITY SURVEY AND CONTROL POINTS

SCALE: 1" = 4000'

SITE AREA

204 203

SEE SHEET G-005 FOR LEVEE CONTROL LINE CURVE AND LINE TABLES

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O D

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SAN JOAQUIN RIVER

AIRPORT WAY

FLOW

SAN JOAQUIN RIVER

FLOW

A1 STAGING AREA AND HAUL ROUTES

SCALE: 1" = 300' 1000'0 500' A6 STAGING AREA

SCALE: 1" = 100' 200'0 100'

STAGING AREA

(APPROX 1.75 ACRES)

ACCESS POINT

1. PROTECT EXISTING TREES WITHIN TEMPORARY WORK

AREAS AND ALONG HAUL ROUTES DURING

CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION

01 50 00.

2. ALL ACCESS POINTS TO PUBLIC ROADS MUST BE

CONTROLLED IN ACCORDANCE WITH SPECIFICATION

01 50 00.

3. CONTRACTOR SHALL PLACE CONSTRUCTION SIGNAGE IN

ACCORDANCE WITH SPECIFICATION 01 50 00.

4. ALL TRUCKS SHALL TRAVEL AT SPEEDS LESS THAN 15

MPH ON HAUL ROADS.

5. ONLY MINIMUM CLEARING, STRIPPING, AND GRUBBING

AS REQUIRED FOR EQUIPMENT SET UP SHALL BE

CONDUCTED IN THE STAGING AREA.

6. STAGING/LAYDOWN AREAS AND SITE OFFICE LOCATION

AREA TO BE RETURNED TO THEIR ORIGINAL CONDITIONS

AT THE END OF THE WORK PRIOR TO DEMOBILIZATION.

7. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY

FENCING AROUND VULNERABLE PORTIONS OF STAGING

AREA IN ACCORDANCE WITH SPECIFICATION 01 50 00.

8. TEMPORARY ACCESS RAMPS ARE TO BE CONSTRUCTED

OF IMPORT FILL ONLY. NO CUTTING INTO EXISTING

GROUND, INCLUDING FILL, SHALL BE PERMITTED EXCEPT

AS SHOWN ON THE PLANS.

GENERAL SHEET NOTES

STAGING AREA

HAUL ROUTE

ACCESS POINT

LEGEND

VVV

HAUL ROUTE

CONSTRUCTION SIGN

SEE NOTE 3

AIRPORT WAY

2 RIVERS RD

CURVE TABLE: LEVEE CONTROL LINE

CURVE #

LENGTH

105.98'

184.20'

222.49'

444.81'

156.79'

7.04'

193.31'

104.70'

RADIUS

1000.00'

800.00'

600.00'

200.00'

1500.00'

200.00'

DELTA

6°04'19"

10°33'14"

15°56'06"

42°28'33"

44°55'05"

2°01'02"

7°23'02"

29°59'38"

CHORD DIRECTION

S42° 00' 53.98"E

S39° 46' 26.40"E

S42° 27' 52.09"E

S71° 40' 11.52"E

S70° 26' 55.40"E

S48° 59' 53.53"E

S46° 18' 53.15"E

S27° 37' 33.16"E

CHORD LENGTH

105.93'

183.94'

221.78'

434.69'

152.81'

7.04'

193.18'

103.51'

BEGIN LEVEE

CONTROL LINE

N:2067367.387 E:6343378.014

END LEVEE

CONTROL LINE

N:2069574.541 E:6340544.078

4847+00

4850+00

4855+00 4860+00

4865+00

4870+004875+00

4880+00

4884+91.08

L7 L6

L9 L5

C7C6C5

C4C3

LINE TABLE: LEVEE CONTROL LINE

LINE #

LENGTH

127.57'

235.15'

64.02'

492.93'

358.11'

387.49'

184.64'

396.84'

125.00'

DIRECTION

S38° 58' 44.32"E

S45° 03' 03.64"E

S34° 29' 49.17"E

S50° 25' 55.01"E

N87° 05' 31.97"E

S47° 59' 22.76"E

S50° 00' 24.30"E

S42° 37' 21.99"E

S12° 37' 44.32"E

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Last saved by: ADAM.FORD(2021-03-31) Last Plotted: 2021-10-01 Filename: C:\USERS\ADAM.FORD\AECOM DIRECTORY\1151-21_SAN JOAQUIN - GENERAL\1151-21_SAN JOAQUIN\1151-21_SAN JOAQUIN\20-SHEETS\1151-21-G-005.DWG

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G-005

NORTH PLAN

SAN JOAQUIN RIVER

FLOW

A1 KEY MAP

SCALE: 1" = 200' 400'0 200'

E1 ALIGNMENT TABLE - LEVEE CONTROL LINE

LEVEE CONTROL LINE

CD-102 & C-112

CD-101 & C-111

CURVE TABLE: CONSTRUCTION LIMITS

CURVE #

LENGTH

16.53'

8.77'

367.94'

110.11'

599.66'

RADIUS

30.00'

600.00'

150.00'

831.00'

DELTA

031°33'40"

016°44'51"

035°08'07"

042°03'25"

041°20'43"

CHORD LENGTH

16.32'

8.74'

362.20'

107.65'

586.73'

CHORD BEARING

S34° 38' 22.06"E

S10° 06' 33.09"E

N74° 30' 34.70"W

N71° 02' 55.54"W

S71° 05' 33.81"E

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

LENGTH

18.85'

336.43'

9.20'

97.50'

53.70'

56.50'

132.24'

199.41'

119.29'

121.14'

20.92'

404.31'

34.85'

140.10'

321.79'

134.87'

57.67'

171.62'

270.55'

58.24'

63.66'

DIRECTION

S18° 51' 31.88"E

S01° 44' 07.54"E

S56° 00' 06.81"W

N33° 56' 53.10"W

N40° 24' 00.96"W

N44° 49' 06.93"W

N53° 13' 57.72"W

N48° 57' 19.18"W

N49° 08' 15.16"W

N50° 28' 08.84"W

N56° 56' 31.13"W

S87° 55' 21.73"W

N50° 01' 12.80"W

N47° 01' 44.43"W

N48° 35' 32.73"W

N52° 51' 52.53"W

N44° 51' 19.03"W

N42° 44' 17.33"W

N42° 24' 32.16"W

N45° 35' 35.72"W

N53° 04' 09.33"W

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

LENGTH

56.91'

129.86'

59.53'

78.46'

186.15'

23.24'

24.82'

92.28'

58.30'

87.09'

302.04'

121.06'

142.00'

136.71'

144.72'

261.26'

23.83'

35.81'

238.23'

490.09'

DIRECTION

N33° 48' 51.56"W

N07° 05' 10.18"W

N66° 54' 15.43"E

S31° 52' 12.49"E

N61° 27' 39.37"E

S13° 51' 09.18"E

S07° 20' 39.59"W

S04° 09' 02.16"W

S16° 40' 28.83"E

S20° 04' 17.15"E

S40° 34' 39.04"E

S47° 59' 56.14"E

S48° 12' 49.20"E

S50° 47' 39.30"E

S46° 19' 55.58"E

N88° 14' 04.63"E

N31° 39' 51.21"E

S58° 01' 46.31"E

N88° 14' 04.63"E

S50° 25' 12.24"E

N:2068248.074 E:6342902.496

4847+00

4850+00

4855+00

4860+00

4865+00

4870+00 4875+00

CONSTRUCTION LIMITS

L37

L39

L40

L41C1 L1

L3 L4 L5 L6 L7 L8 L9 L10 L11

L12

C4 L13 L14 L15 L16 L17

L18

L19 L20 L21 L22

L23

L25

L27

L28

L29

L30

L31

L32

L33L34L35L36

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

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2 3 4 5 6 7 8 9 10

A SHEET ID

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C R

A M

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E T

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C R

A M

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-2

X X

-X X

-X -X

X X

M A

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D E

N F

N O

S P

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O N

N O

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I D

-D

-0

S A

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O A

Q U

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-9

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C O

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O N

G-006

NORTH PLAN

SAN JOAQUIN RIVER

FLOW

A1 CONSTRUCTION LIMITS

SCALE: 1" = 100' 200'0 100'

E1 CONSTRUCTION LIMITS LINE TABLE E6 CONSTRUCTION LIMITS CURVE TABLE

4868+00

4869+00

4870+00

4871+00

4872+00

4873+00

4874+00

4875+00

4876+00

4877+00

3H :1

(E) CRUSHED AGGREGATE

EMERGENCY BERM

(SEE NOTE 2)

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

LEVEE CONTROL LINE

SEE NOTE 6

LIMITS OF EXCAVATION

(E) FENCE

REMOVE BETWEEN

NEW CONNECTIONS

APPROX LOCATION OF

NEW FENCE CONNECTION

(SEE SHEET C-111)

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

X X

-X X

-X -X

X X

M A

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D E

N F

N O

S P

E C

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N O

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I D

-D

-0

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-1

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V A

N P

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T O

CD-101NORTH PLAN

SAN JOAQUIN RIVER

FLOW

EXCAVATION PLAN, STA 4876+00 TO 4868+00

SCALE: 1" = 200' 60'0 30'

1. THE LIMITS OF CLEARING, GRUBBING, AND STRIPPING

INCLUDE THE EXCAVATION AND FILL LIMITS. CLEARING,

GRUBBING AND STRIPPING SHALL BE PERFORMED IN

ACCORDANCE WITH SPECIFICATION 31 11 00.

2. EXISTING EMERGENCY BERM AND ADJACENT TOE

FENCE SHOWN IN THE DRAWING WILL BE REMOVED BY

OTHERS PRIOR TO THE CONSTRUCTION OF THE

SEEPAGE BERM.

3. ALL EXCAVATION SHALL BE PERFORMED IN SUCH A

WAY AS TO ENSURE POSITIVE DRAINAGE AWAY FROM

THE LEVEE TOE.

4. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS

FOR RESPREAD ON COMPLETED BERM.

5. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCE AT THE CONSTRUCTION

LIMIT LINE.

6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL

POINTS IN PLACE.

7. REFER TO THE GEOTECHNICAL DATA REPORT (GDR)

FOR AVAILABLE INFORMATION ON SUBSURFACE

EXPLORATION AND SOIL LABORATORY TEST RESULTS.

8. SEE C-301 FOR TYPICAL EXCAVATION SECTIONS.

GENERAL SHEET NOTES

LEGEND

CRUSHED AGGREGATE SURFACING

C H

E C

D -1

C D

-1

- SURVEY CONTROL POINT '202'

4859+00

4860+00

4861+00

4862+00

4863+00

4864+00

4865+00

4866+00

4867+00

4868+00

(E) FENCE

REMOVE BETWEEN

NEW CONNECTIONS

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

LEVEE CONTROL LINE

SEE NOTE 6

(E) RAMP

PRESERVE AND PROTECT

(E) CRUSHED AGGREGATE

EMERGENCY BERM

(SEE NOTE 2)

5H:1V

3H :1

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

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E T

S A

C R

A M

E N

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-2

X X

-X X

-X -X

X X

M A

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N O

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CD-102NORTH PLAN

EXCAVATION PLAN, STA 4868+00 TO 4860+00

SCALE: 1" = 200' 60'0 30'

SAN JOAQUIN RIVER FLOW

C H

E C

D -1

C D

-1

D1 C-301

1. THE LIMITS OF CLEARING, GRUBBING, AND STRIPPING

INCLUDE THE EXCAVATION AND FILL LIMITS. CLEARING,

GRUBBING AND STRIPPING SHALL BE PERFORMED IN

ACCORDANCE WITH SPECIFICATION 31 11 00.

2. EXISTING EMERGENCY BERM AND ADJACENT TOE

FENCE SHOWN IN THE DRAWING WILL BE REMOVED BY

OTHERS PRIOR TO THE CONSTRUCTION OF THE

SEEPAGE BERM.

3. ALL EXCAVATION SHALL BE PERFORMED IN SUCH A

WAY AS TO ENSURE POSITIVE DRAINAGE AWAY FROM

THE LEVEE TOE.

4. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS

FOR RESPREAD ON COMPLETED BERM.

5. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCE AT THE CONSTRUCTION

LIMIT LINE.

6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL

POINTS IN PLACE.

7. REFER TO THE GEOTECHNICAL DATA REPORT (GDR)

FOR AVAILABLE INFORMATION ON SUBSURFACE

EXPLORATION AND SOIL LABORATORY TEST RESULTS.

8. SEE C-301 FOR TYPICAL EXCAVATION SECTIONS.

GENERAL SHEET NOTES

LEGEND

CRUSHED AGGREGATE SURFACING

- SURVEY CONTROL POINT '202'

4868+00

4869+00

4870+00

4871+00

4872+00

4873+00

4874+00

4875+00

4876+00

4877+00

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

LEVEE CONTROL LINE

SEE NOTE 6

TOE OF SEEPAGE BERM

NEW FENCE

(SEE NOTE 8)

SUBGRADE

GRADE BREAK

SLOPE

3H:1V

-0 .7

-0.75%

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

X X

-X X

-X -X

X X

M A

R C

D E

N F

N O

S P

E C

O N

N O

N S

I D

-D

-0

S A

N J

O A

Q U

O U

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-9

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E R

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C-103NORTH PLAN

SAN JOAQUIN RIVER

FLOW

A1 GRADING PLAN - SUBGRADE STA 4876+00 TO 4868+00

SCALE: 1" = 200' 60'0 30'

C H

E C

-1

C -1

1. THE CONTRACTOR SHALL GRADE LANDSIDE TOE OF

SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO

DRAIN WHILE MAINTAINING CURRENT GRADING OF

ADJACENT FIELDS.

2. SEE C-302 FOR TYPICAL GRADING SECTIONS

3. ALL GRADING SHALL BE PERFORMED IN SUCH A WAY

AS TO ENSURE POSITIVE DRAINAGE AWAY FROM THE

LEVEE TOE.

4. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS

FOR RESPREAD ON COMPLETED BERM.

5. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCE AT THE CONSTRUCTION

LIMIT LINE.

6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL

POINTS IN PLACE.

7. FOLLOWING CLEARING, GRUBBING AND STRIPPING,

AREA WILL BE TRACKED WITH A D6 DOZER OR LARGER

AND ANY LOOSE MATERIAL WILL BE REMOVED.

8. INSTALL NEW FENCE 1' MIN AND 2' MAX FROM EDGE OF

PATROL ROAD.

9. ONLY CLEARING, GRUBBING AND STRIPPING SHALL

OCCUR BEYOND LIMITS OF EXISTING EMERGENCY

SEEPAGE BERM WITHIN THE LIMITS OF CLEARING,

GRUBBING AND STRIPPING.

GENERAL SHEET NOTES

LEGEND

- SURVEY CONTROL POINT '202'

C-302

4859+00

4860+00

4861+00

4862+00

4863+00

4864+00

4865+00

4866+00

4867+00

4868+00

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

LEVEE CONTROL LINE

SEE NOTE 6

(E) RAMP

PRESERVE AND PROTECT

TOE OF SEEPAGE BERM

3H :1V

5H:1V

NEW FENCE

(SEE NOTE 8)

SUBGRADE

GRADE BREAK

SLOPE

3H:1V

-0.75%

5H:1V

24 23

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

X X

-X X

-X -X

X X

M A

R C

D E

N F

N O

S P

E C

O N

N O

N S

I D

-D

-0

S A

N J

O A

Q U

O U

, C A

R N

-9

E M

E R

G E

N C

Y R

E P

S S

A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

M E

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U .S

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M Y

C O

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S O

F E

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C -1

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B G

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D E

T O

C-104NORTH PLAN

A1 GRADING PLAN - SUBGRADE STA 4868+00 TO 4860+00

SCALE: 1" = 200' 60'0 30'

SAN JOAQUIN RIVER FLOW

C H

E C

-1

C -1

1. THE CONTRACTOR SHALL GRADE LANDSIDE TOE OF

SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO

DRAIN WHILE MAINTAINING CURRENT GRADING OF

ADJACENT FIELDS.

2. SEE C-302 FOR TYPICAL EXCAVATION AND GRADING

SECTIONS

3. ALL GRADING SHALL BE PERFORMED IN SUCH A WAY

AS TO ENSURE POSITIVE DRAINAGE AWAY FROM THE

LEVEE TOE.

4. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS

FOR RESPREAD ON COMPLETED BERM.

5. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCE AT THE CONSTRUCTION

LIMIT LINE.

6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL

POINTS IN PLACE.

7. FOLLOWING CLEARING, GRUBBING AND STRIPPING,

AREA WILL BE TRACKED WITH A D6 DOZER OR LARGER

AND ANY LOOSE MATERIAL WILL BE REMOVED.

8. INSTALL NEW FENCE 1' MIN AND 2' MAX FROM EDGE OF

PATROL ROAD.

GENERAL SHEET NOTES

LEGEND

- SURVEY CONTROL POINT '202'

TOE OF SEEPAGE BERM

SEEPAGE BERM HINGE POINT

PATROL ROAD

NEW FENCE

(SEE NOTE 7)

MATCH (E) ROADWAY

SEEPAGE BERM

GRADE BREAK

SLOPE

3H:1V

TOP OF

CHIMNEY

DRAIN

BENCH

LEVEE CONTROL LINE

4868+004869+00

4870+00

4871+00

4872+00

4873+00

4874+00

4875+00

4876+00

4877+00

5H:1V

EXCAVATE SUFFICIENT

ROCK BERM TO INSTALL

NEW FENCE POST

SLOPE

3H:1V

NOTE 6

GATE

NEW FENCE

(SEE NOTE 7)

CONSTRUCTION LIMITS

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

X X

-X X

-X -X

X X

M A

R C

D E

N F

N O

S P

E C

O N

N O

N S

I D

-D

-0

S A

N J

O A

Q U

O U

, C A

R N

-9

E M

E R

G E

N C

Y R

E P

S S

A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

M E

, C A

U .S

. A R

M Y

C O

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S O

F E

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C -1

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A . F

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T O

C-111NORTH PLAN

SAN JOAQUIN RIVER

FLOW

GRADING PLAN - FILL, STA 4876+00 TO 4868+00

SCALE: 1" = 200' 60'0 30'

1. CONTRACTOR SHALL GRADE LANDSIDE TOE OF

SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO

DRAIN WHILE MAINTAINING CURRENT GRADING OF

ADJACENT FIELDS.

2. SEE C-302 FOR TYPICAL SECTION.

3. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS

FOR RESPREAD ON COMPLETED BERM.

4. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCE AT THE CONSTRUCTION

LIMIT LINE.

5. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL

POINTS IN PLACE.

6. BEGIN FENCE REMOVAL 15-FT FROM FURTHEST EDGE

OF THE SEEPAGE BERM. INSTALL NEW POST IN ORDER

TO CONNECT EXISTING FENCE WITH NEW ONE.

7. MIN 1-FT AND MAX 2-FT DISTANCE BETWEEN EDGE OF

PATROL ROAD AND FENCE.

GENERAL SHEET NOTES

C H

E C

-1

C D

-1

5H:1V

4859+00

4860+00

4861+00

4862+00

4863+00

4864+00

4865+00

4866+00

4867+00

4868+00

VARIES

TOE OF SEEPAGE BERM

SEEPAGE BERM HINGE POINT

PATROL ROAD

CONSTRUCTION LIMITS

MATCH (E) ROADWAY

SEEPAGE BERM

GRADE BREAK

SLOPE

3H:1V

TOP OF

CHIMNEY

DRAIN

BENCH

LEVEE CONTROL LINE

EXCAVATE SUFFICIENT

ROCK BERM TO

INSTALL NEW FENCE

POST

SLOPE

3H:1V

GATE

NOTE 6

NEW FENCE

(SEE NOTE 7)

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

X X

-X X

-X -X

X X

M A

R C

D E

N F

N O

S P

E C

O N

N O

N S

I D

-D

-0

S A

N J

O A

Q U

O U

, C A

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-9

E M

E R

G E

N C

Y R

E P

S S

A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

M E

, C A

U .S

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M Y

C O

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S O

F E

N G

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-2 1-

C -1

A M

-1

R . M

A . F

O R

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A D

, S

T O

C-112NORTH PLAN

GRADING PLAN - FILL, STA 4868+00 TO 4860+00

SCALE: 1" = 200' 60'0 30'

SAN JOAQUIN RIVER FLOW

1. CONTRACTOR SHALL GRADE LANDSIDE TOE OF

SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO

DRAIN WHILE MAINTAINING CURRENT GRADING OF

ADJACENT FIELDS.

2. SEE C-302 FOR TYPICAL SECTION.

3. CONTRACTOR SHALL STOCKPILE STRIPPED MATERIALS

FOR RESPREAD ON COMPLETED BERM.

4. CONTRACTOR SHALL PROVIDE HIGH VISIBILITY

TEMPORARY SECURITY FENCE AT THE CONSTRUCTION

LIMIT LINE.

5. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL

POINTS IN PLACE.

6. BEGIN FENCE REMOVAL 15-FT FROM FURTHEST EDGE

OF THE SEEPAGE BERM. INSTALL NEW POST IN ORDER

TO CONNECT EXISTING FENCE WITH NEW ONE.

7. MIN 1-FT AND MAX 2-FT DISTANCE BETWEEN EDGE OF

PATROL ROAD AND FENCE.

GENERAL SHEET NOTES

C H

E C

-1

C -1

A1 C-302

LEVEE CONTROL LINE

(E) GRADE

APPROXIMATE

LIMITS OF EXCAVATION

POSSIBLE PRESENCE OF (E)

FILTER FABRIC TO BE REMOVED

LIMITS OF

CRUSHED AGGREGATE REMOVAL

VARIES, SEE NOTE 2

WATERSIDELANDSIDE

WATERSIDE TOE

APPROXIMATE

TOE OF LEVEE

APPROXIMATE

LANDSIDE

HINGE POINT

(E) CRUSHED AGGREGATE

EMERGENCY BERM

(SEE NOTE 2)

MATCH EXISTING

BERM TOE ELEVATION

(PROJECTED)

(E) FENCE TO BE REMOVED

EXISTING BERM

TO BE REMOVED

STA. 4861+00 APPROXIMATE LIMITS

OF EXCAVATION

MATCH (E) BERM

TOE ELEVATION

MATCH (E) GRADE

(E) GRADE

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

X X

-X X

-X -X

X X

M A

R C

D E

N F

N O

S P

E C

O N

N O

N S

I D

-D

-0

S A

N J

O A

Q U

O U

, C A

R N

-9

E M

E R

G E

N C

Y R

E P

S S

A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

M E

, C A

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

-2 1-

C -3

A M

-1

R . M

A . F

O R

E N

C A

V A

A L

S E

O N

C-301

A1 TYPICAL CROSS SECTION - EXCAVATION

SCALE: NOT TO SCALE

GENERAL NOTES

1. COMPLETED SLOPES AND ALL AREAS DISTURBED

DURING CONSTRUCTION SHALL BE SEEDED IN

ACCORDANCE WITH SPECIFICATION 32 92 19.

2. EXISTING EMERGENCY BERM AND ADJACENT TOE

FENCE SHOWN IN THE DRAWING WILL BE

REMOVED BY OTHERS PRIOR TO THE

CONSTRUCTION OF THE SEEPAGE BERM.

3. ALL DIMENSIONS SHOWN ARE MINIMUM.

4. FOR THE PURPOSES OF QUANTITY ESTIMATION,

THE APPROXIMATE TOE OF THE LEVEE HAS BEEN

ESTABLISHED BY THE INTERSECTION OF THE

AVERAGE LANDSIDE EMBANKMENT SLOPE AND

THE EXISTING LANDSIDE GROUND SURFACE.

D1 TYPICAL CROSS SECTION - END EXCAVATION TRANSITION

SCALE: NOT TO SCALE

C-501

(PROJECTED)

SLOPE

VARIES

-2.00%

WATERSIDE

LANDSIDE

0.75%

17'

4' M

LIMITS OF

CRUSHED AGGREGATE REMOVAL

VARIES, SEE NOTE 2

CONSTRUCTION LIMITS

LIMITS OF STRIPPING, CLEARING AND GRUBBING

10'

6' M

70'

5' M

1' MIN - 2' MAX

LEVEE CONTROL LINE

APPROXIMATE

TOE OF LEVEE

APPROXIMATE

LANDSIDE

HINGE POINT

CHIMNEY DRAIN

HINGE POINT

PROJECTED TOE OF

SEEPAGE BERM

(E) GRADE

TYPE II FILL

DRAIN BLANKET

FILTER SAND 1'

WATERSIDE TOE

SEEPAGE BERM HINGE POINT

SEEPAGE BERM

TOP OF CHIMNEY

DRAIN MATCH

(E) GRADE

EL. 36.42

PATROL ROAD

FINISHED

GRADE

BEGIN TAPER TO 1.5'

FILTER SAND 0.5'

PREPARED SUBGRADE

TYPE II FILL

(E) GRADE

EL. 34.2

INSTALL NEW FENCE

(SEE NOTE 4) F1

C-302

HYDROSEED

(SEE NOTE 1)

RESTORE LEVEE CROWN SURFACE

TO ORIGINAL CONDITION WITH

AB MATERIAL

1 1

1' M

TYPE II FILL

DRAIN BLANKET

FILTER SAND 1'

SEEPAGE BERM

FILTER SAND 0.5'

PREPARED SUBGRADE

TYPE II FILL

(E) GRADE

MATCH (E) GRADE

(E) GRADE

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

X X

-X X

-X -X

X X

M A

R C

D E

N F

N O

S P

E C

O N

N O

N S

I D

-D

-0

S A

N J

O A

Q U

O U

, C A

R N

-9

E M

E R

G E

N C

Y R

E P

S S

Last saved by: ADAM.FORD(2021-10-01) Last Plotted: 2021-10-01 Filename: C:\USERS\ADAM.FORD\AECOM DIRECTORY\1151-21_SAN JOAQUIN - GENERAL\1151-21_SAN JOAQUIN\1151-21_SAN JOAQUIN\20-SHEETS\1151-21-C-302.DWG

A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

M E

, C A

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

-2 1-

C -3

A M

-1

R . M

A . F

O R

E N

N S

O N

L S

E C

N S

C-302

A1 TYPICAL CROSS SECTION

SCALE: NOT TO SCALE

D1 TYPICAL CROSS SECTION - END FILL TRANSITION

SCALE: NOT TO SCALE

GENERAL NOTES

1. COMPLETED SLOPES AND ALL AREAS DISTURBED

DURING CONSTRUCTION SHALL BE SEEDED IN

ACCORDANCE WITH SPECIFICATION 32 92 19.

2. FOLLOWING CLEARING, GRUBBING AND

STRIPPING, AREA WILL BE TRACKED WITH A D6

DOZER OR LARGER AND ANY LOOSE MATERIAL

WILL BE REMOVED.

3. ALL DIMENSIONS SHOWN ARE MINIMUM.

4. INSTALL NEW FENCE 1' MIN AND 2' MAX FROM

EDGE OF PATROL ROAD.

5. THE LIMITS OF CLEARING, GRUBBING, AND

STRIPPING INCLUDE THE EXCAVATION AND FILL

LIMITS. CLEARING, GRUBBING AND STRIPPING

SHALL BE PERFORMED IN ACCORDANCE WITH

SPECIFICATION 31 11 00.

6. SEE SHEETS C-311 AND C-312 FOR STATION

CONTROL AND OFFSET DISTANCES.

7. SUBGRADE SHALL BE PREPARED IN

ACCORDANCE WITH SPECIFICATION 31 00 00.

8. PLACEMENT OF FILTER SAND AND DRAIN

BLANKET MATERIAL UP THE LEVEE SLOPE ALONG

THE CHIMNEY DRAIN SHALL BE IN 12 INCH

HORIZONTAL LOOSE LIFTS LIFTS AS SHOWN IN

DETAIL F1 OR AS PER CONTRACTOR'S APPROVED

MEANS AND METHODS. MINIMUM DIMENSION

THICKNESSES SHALL BE MAINTAINED FOR EACH

MATERIAL.

4861+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4863+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4864+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4865+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4866+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4867+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4868+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4862+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

(E) BERM TO BE REMOVED