Attachment 1 - Plans.pdf

PDF 8 MB Posted Jun 11, 2020

Attached to: Levee Repair at Site 1151-11
Solicitation number: W91238-20-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the repair of a levee site located along the San Joaquin River in California. The project includes removing the existing emergency berm and underground pipes at the toe of the levee, and constructing a new 150-foot long by 1800-foot long seepage berm. The berm will include materials such as filter sand, geotextile, drain rock, levee fill, coarse rock, and riprap. A new aggregate surfaced road and surface drainage system will also be constructed. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Sacramento. The response due date and award date are not provided in the document.

View the file

Other files

File	Type	Posted
P.L. 84-99 Site 1151-11 Bid Abstract.pdf	PDF	Jul 29, 2020
W9123820B0005 - Solicitation Amendment 3.pdf	PDF	Jul 28, 2020
W9123820B0005 - Amendment 2 - Revised Drawings.pdf	PDF	Jul 16, 2020
W9123820B0005 - Amendment 2 - Revised Submittal Register.pdf	PDF	Jul 16, 2020
W9123820B0005 - Solicitation Amendment 2.pdf	PDF	Jul 16, 2020
W9123820B0005 - Amendment 2 - Revised Specifications.pdf	PDF	Jul 16, 2020
W9123820B0005 - Amendment 2 - Revised Pricing Schedule.pdf	PDF	Jul 16, 2020
W9123820B0005 - Solicitation Amendment 1.pdf	PDF	Jul 9, 2020
Site Visit Sign In Sheet.pdf	PDF	Jun 25, 2020
Attachment 5 - Pre-Award Survey.pdf	PDF	Jun 11, 2020
Attachment 2 - Specifications.pdf	PDF	Jun 11, 2020
Attachment 3 - DB Wage Determination.pdf	PDF	Jun 11, 2020
W9123820B0005 - Solicitation.pdf	PDF	Jun 11, 2020
Attachment 4 - Pricing Schedule.pdf	PDF	Jun 11, 2020

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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 1151-11

XXXXXX-XX-X-XXXX

April 2020

US Army Corps of Engineers

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USACE SACRAMENTO

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PREPARED UNDER THE DIRECTION OF:

JAMES J. HANDURA /S/

COL U.S. ARMY, COMMANDER AND DISTRICT ENGINEER

APPROVED BY:

RICK POEPPELMAN /S/

CHIEF, ENGINEERING DIVISION

APPROVED FUNCTIONAL ADEQUACY:

WILLIAM HALL /S/

CHIEF, CIVIL WORKS DESIGN BRANCH

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DETAIL

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EAST, EASTING

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NATIONAL GEODETIC SURVEY

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ASSESSOR PARCEL NUMBER

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NORTH AMERICAN DATUM

ROAD

SOUTH

SQUARE FEET

STREET

TYPICAL

WEST

WATERSIDE

YARD

MEAN SUMMER WATER SURFACE

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-3##

GS GROUND SURFACE

APPROX APPROXIMATELY

BLVD. BOULEVARD

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

6. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE

APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.

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

ALLOWED.

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

9. 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.

10. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

11. 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.

12. 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.

13. 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.

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

FLOW

FLOW LINE

CIP CAST IN PLACE

PVC POLYVINYL CHLORIDE

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

G-004 STAGING AREA AND HAUL ROUTE

G-005 KEY MAP AND CONTROL LINE LINE AND CURVE TABLES

G-006 CONSTRUCTION LIMITS

V-001 PROJECT SURVEY CONTROL

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DEMOLITION PLAN, STA 4410+00 TO 4400+00

C-102 DEMOLITION PLAN STA 4400+00 TO 4392+00

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GRADING PLAN, STA 4410+00 TO 4400+00

C-112

GRADING PLAN, STA 4400+00 TO 4392+00

C-201 DRAINAGE PIPE PROFILE

C-202 LANDSIDE ACCESS RAMP PLAN AND PROFILE

C-301 TYPICAL SECTIONS

C-310 CROSS SECTIONS STA 4393+00 TO 4396+00

C-311 CROSS SECTIONS STA 4397+00 TO 4400+00

C-312 CROSS SECTIONS STA 4401+00 TO 4404+00

C-313 CROSS SECTIONS STA 4405+00 TO 4408+00

C-501 DETAILS 1 OF 3

C-502 DETAILS 2 OF 3

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RANDOM FILL

DRAIN BLANKET

FILTER SAND

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BORING SYMBOL

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PROPERTY LINE

(E) MINOR CONTOURS

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PROPOSED MINOR CONTOURS

PROPOSED MAJOR CONTOURS

CONSTRUCTION LIMITS

LIMITS OF CLEARING, GRUBBING AND STRIPPING

LIMITS EXCAVATION

MATCHLINE

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(E) CRUSHED AGGREGATE

LIMITS OF EXISTING DRAINAGE DITCH

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(E) DRAIN BLANKET

EXISTING SOIL

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NON-PERFORATED DRAINAGE PIPE

PERFORATED DRAINAGE PIPE

DRAIN PIPE OUTFALL RIPRAP ARMOR

CONCRETE

TOP SOIL

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LF LINEAR FEET

AutoCAD SHX Text

DURHAM FERRY ROAD

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ARIZONA

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DETAIL INDICATOR

SECTION SYMBOL

NORTH

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DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

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2. NOTE 2

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2. NOTE 2

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LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

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GENERAL NOTES

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GENERAL (DISCIPLINE) NOTES

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VICINITY MAP

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8000'0 4000'

PROJECT LOCATION MAP

SCALE: NOT TO SCALE

VICINITY MAP

LEVEE CONTROL LINE

FARM ACCESS ROAD

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SAMPLE

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1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

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GENERAL (DISCIPLINE) NOTES

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STAGING AREA AND HAUL ROUTES

SCALE: 1" = 500'

1000'0 500'

STAGING AREA

SCALE: 1" = 100'

STAGING AREA

(APPROX 4.4 ACRES)

PERRIN ROAD

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 NON-PUBLIC ACCESS ROADS. ALL TRUCKS

SHALL OBEY POSTED SPEED LIMITS ON PUBLIC 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.

9. CONTRACTOR SHALL HAVE ACCESS TO WATERSIDE TOE

OF LEVEE FOR ACCESS. COORDINATE WITH

CONTRACTING OFFICER.

GENERAL SHEET NOTES

STAGING AREA

HAUL ROUTE

ACCESS POINT

LEGEND

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CONSTRUCTION SIGN

SEE NOTE 3

(E) ACCESS RAMP

FARM ACCESS ROAD

4395+00

4400+00

4405+00

L23

L10

L19

L22

L20

L21

L14

L15

L16

L17

L18

C-101 & C-111

C-102 & C-112

BEGIN DRAINAGE

PIPE CONTROL LINE

N:2088071.581

E:6332010.387

LEVEE CONTROL LINE

DRAINAGE PIPE CONTROL LINE

LANDSIDE RAMP CONTROL LINE

END LANDSIDE RAMP

CONTROL LINE

N:2088653.772

E:6332255.246

BEGIN LANDSIDE RAMP

CONTROL LINE

N:2088498.568

E:6331960.855

BEGIN LEVEE

CONTROL LINE

N:2087954.602

E:6331880.481

END LEVEE

CONTROL LINE

N:2089935.114

E:6332126.354

END DRAINAGE PIPE

CONTROL LINE

N:2089737.113

E:6332205.152

LINE TABLE: LEVEE CONTROL LINE

LINE #

LENGTH

411.47'

265.57'

404.46'

350.79'

DIRECTION

S08° 34' 26.07"W

S08° 39' 25.64"W

S08° 53' 06.75"W

S08° 23' 11.99"W

CURVE TABLE: LEVEE CONTROL LINE

CURVE #

LENGTH

77.45'

134.11'

356.14'

RADIUS

918.43'

10792.21'

1367.15'

DELTA

4°49'55"

0°42'43"

14°55'32"

CHORD DIRECTION

S05° 48' 28.55"W

S09° 28' 38.91"W

S00° 09' 42.14"W

CHORD LENGTH

77.43'

134.11'

355.14'

LINE TABLE: DRAINAGE PIPE CONTROL LINE

LINE #

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

LENGTH

33.36'

11.98'

21.39'

43.74'

74.01'

100.00'

100.34'

170.65'

146.23'

181.56'

200.14'

201.53'

100.42'

207.86'

58.59'

45.91'

32.65'

DIRECTION

N06° 38' 18.03"E

N48° 10' 21.51"E

N89° 42' 24.99"E

N85° 56' 35.14"E

N09° 40' 08.55"E

N08° 37' 43.71"E

N06° 46' 57.58"E

N08° 24' 55.34"E

N08° 29' 38.44"E

N09° 03' 56.34"E

N09° 34' 20.39"E

N09° 13' 59.99"E

N09° 50' 27.39"E

N06° 45' 05.02"E

N71° 38' 15.63"W

N65° 37' 23.70"W

N07° 55' 42.76"W

CURVE TABLE: DRAINAGE PIPE CONTROL LINE

CURVE #

C10

C11

C12

LENGTH

49.26'

50.62'

20.14'

RADIUS

37.00'

20.00'

DELTA

76°16'27"

78°23'21"

57°41'41"

CHORD DIRECTION

N47° 48' 21.85"E

N32° 26' 35.31"W

N36° 46' 33.23"W

CHORD LENGTH

45.70'

46.77'

19.30'

LINE TABLE: LANDSIDE RAMP CONTROL LINE

LINE #

L30

L31

LENGTH

105.94'

158.81'

DIRECTION

N24° 05' 02.59"E

S89° 52' 55.92"E

CURVE TABLE: LANDSIDE RAMP CONTROL LINE

CURVE #

C30

LENGTH

115.25'

RADIUS

100.00'

DELTA

66°02'01"

CHORD DIRECTION

N57° 06' 03.34"E

CHORD LENGTH

108.98'

DETAIL INDICATOR

SECTION SYMBOL

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DRAWING AREA TITLE

SCALE: 1/2" = 1'-0"

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USE "ONE SCALE BAR FOR ENTIRE

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SAMPLE

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SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

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GENERAL (DISCIPLINE) NOTES

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2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES: SHEETS X-102 THRU X-109

LOCATE IN UPPER RIGHT

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US Army Corps of Engineers

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KEY MAP

SCALE: 1" = 100'

200'0 100'

ALIGNMENT TABLE - LEVEE CONTROL LINE

ALIGNMENT TABLE - DRAINAGE PIPE CONTROL LINE

ALIGNMENT TABLE - LANDSIDE RAMP CONTROL LINE

O R

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4395+00

4400+00

4405+00

LEVEE CONTROL LINE

N:2088099.845

E:6332045.396

L22 L23 L24

L25 L26 L27

L28

L29 L30 L31

L32 L33

L34 L35

L36

L38

L39 L40 L41 L42

L43 L44

L45

L46 L47

L54

L55

L56

L57

L58

L59

L63

L64

L65

L66

L67

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

LENGTH

21.56'

44.15'

12.36'

144.60'

33.25'

55.69'

56.35'

52.93'

51.63'

53.37'

55.96'

54.93'

37.28'

150.87'

70.51'

28.23'

487.71'

171.27'

28.32'

44.02'

47.45'

43.63'

45.51'

50.03'

DIRECTION

S07° 43' 52.85"W

N80° 27' 24.01"W

N58° 41' 45.75"W

N82° 42' 57.41"W

S07° 17' 02.59"W

S04° 50' 50.54"W

S04° 36' 33.69"W

S03° 04' 28.88"W

S00° 22' 02.40"W

S04° 18' 25.99"E

S06° 19' 51.31"E

S07° 10' 40.57"E

S11° 04' 39.90"E

N79° 25' 15.39"W

N71° 15' 11.82"W

N67° 55' 17.05"W

N06° 09' 55.02"E

S83° 50' 04.98"E

N15° 41' 18.40"E

N24° 41' 35.77"E

N15° 11' 13.62"E

N10° 03' 52.72"E

N11° 07' 57.71"E

N08° 29' 43.29"E

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

LENGTH

50.72'

56.06'

49.98'

49.11'

51.95'

51.18'

51.99'

55.17'

59.00'

54.03'

54.56'

59.41'

56.80'

52.60'

52.99'

50.74'

52.64'

56.16'

54.68'

49.53'

49.03'

51.04'

55.84'

58.59'

DIRECTION

N07° 37' 22.02"E

N10° 30' 21.28"E

N08° 29' 40.44"E

N07° 16' 20.21"E

N07° 16' 23.00"E

N10° 39' 28.87"E

N07° 10' 36.20"E

N08° 50' 31.85"E

N08° 16' 05.58"E

N09° 10' 38.06"E

N07° 17' 13.51"E

N09° 13' 35.85"E

N05° 56' 30.17"E

N08° 00' 49.09"E

N08° 37' 30.98"E

N09° 33' 18.22"E

N09° 06' 12.69"E

N09° 44' 38.46"E

N09° 16' 09.10"E

N13° 30' 51.36"E

N07° 18' 05.95"E

N08° 29' 23.78"E

N07° 03' 32.08"E

N03° 51' 58.73"E

LINE TABLE: CONSTRUCTION LIMITS

LINE #

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

L61

L62

L63

L64

L65

L66

L67

L68

L69

LENGTH

144.77'

42.19'

24.21'

57.91'

22.23'

210.68'

100.80'

201.48'

200.12'

181.36'

17.96'

47.30'

34.21'

52.24'

15.98'

170.38'

100.37'

100.45'

64.65'

24.07'

43.82'

DIRECTION

N81° 22' 45.76"E

S26° 32' 13.32"E

S65° 37' 23.70"E

S71° 38' 15.63"E

S19° 40' 24.42"E

S06° 45' 05.02"W

S09° 50' 27.39"W

S09° 13' 59.99"W

S09° 34' 20.39"W

S09° 03' 57.15"W

S08° 29' 38.44"W

S27° 58' 26.74"E

S00° 00' 00.00"E

S47° 54' 19.10"W

S08° 29' 38.44"W

S08° 24' 54.93"W

S06° 46' 57.58"W

S08° 37' 43.71"W

S09° 40' 08.55"W

S25° 29' 22.57"W

S85° 56' 35.14"W

CURVE TABLE: CONSTRUCTION LIMITS

CURVE #

LENGTH

45.35'

52.76'

RADIUS

50.00'

49.99'

DELTA

051°57'51"

060°27'39"

CH LENGTH

43.81'

50.34'

CH BEARING

S45° 39' 20.03"E

S55° 43' 12.17"W

DETAIL INDICATOR

SECTION SYMBOL

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SCALE: 1/2" = 1'-0"

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USE "ONE SCALE BAR FOR ENTIRE

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PLACE IN LOWER

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X-5##

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SAMPLE TEXT

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X-5##

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USE 1 OF THESE

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SAMPLE

TEXT

SHEET KEYNOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

1. NOTE 1

2. NOTE 2

3. NOTE 3

GENERAL SHEET NOTES

1. NOTE 1

2. NOTE 2

3. NOTE 3

LEGEND

1. THESE ARE GENERAL NOTES:

2. THEY ARE LOCATED NEAR THE BEGINNING OF A SET OF DRAWINGS ON A

G-00# SHEET.

3. GENERAL NOTES START IN THE UPPER LEFT CORNER AND CONTINUE DOWN

AND TO THE RIGHT AS NEEDED.

4. GENERAL NOTES APPLY TO ALL SHEETS IN THE SET.

GENERAL NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS ON

A X-00# SHEET.

3. GENERAL (DISCIPLINE) NOTES APPLY TO ALL (DISCIPLINE) SHEETS IN THE

SET.

GENERAL (DISCIPLINE) NOTES

1. THESE ARE GENERAL (DISCIPLINE) NOTES:

2. THEY ARE LOCATED AT THE BEGINNING OF THE (DISCIPLINE) DRAWINGS.

3. THESE GENERAL (DISCIPLINE) NOTES APPLY TO SPECIFIC SHEETS IN THE

SET.

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US Army Corps of Engineers

Last saved by: MATTHEW.HAVEY(2020-04-13) Last Plotted: 2020-04-13

Filename: A:\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-G-006.DWG

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CONSTRUCTION LIMITS

SCALE: 1" = 100'

200'0 100'

CONSTRUCTION LIMITS LINE TABLES

CONSTRUCTION LIMITS CURVE TABLE

4410+

CONTROL LISTING

POINT #

ELEV

32.00

43.30

33.21

34.39

32.87

32.60

NORTHING

2089368.84

2072480.73

2087244.56

2087745.31

2088614.31

2089723.30

EASTING

6321453.91

6334356.52

6332110.09

6331886.55

6331967.98

6332147.67

DESCRIPTION

NGS_AA426-HPGN D CA 10 HG (NOT SHOWN)

NGS_HS0679_SJ 7 USE (NOT SHOWN)

SET RBAR

FD HUB TAC

SET RBAR

FD PCAP

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US Army Corps of Engineers

Last saved by: WARRENC1(2019-10-10) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-V-101.DWG

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V-001

PROJECT SURVEY 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 HPGN D CA 10 HG 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 3 (NAD83) 2011 EPOCH. ALL MEASUREMENTS ARE

GRID VALUES IN U.S. SURVEY FEET. TO OBTAIN

GROUND VALUES DIVIDE DISTANCES BY THE MEAN

COMBINATION FACTOR 0.99992925.

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

HPGN D CA 10 HG ASSIGNED THE ELEVATION OF 32.0

FEET, NAVD88 AND HS0679_SJ 7 ASSIGNED THE

ELEVATION OF 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 '10'

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FLOW

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CRUSHED AGGREGATE, REMOVE

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EXCAVATE AND REMOVE ALL

(E) DRAINAGE FEATURES, TYP

EXCAVATE AND REMOVE

(E) DRAINAGE CULVERT

LIMITS OF CLEARING, GRUBBING, AND STRIPPING

CONSTRUCTION LIMITS

LEVEE CONTROL LINE

4400+00

4401+00

4402+00

4403+00

4404+00

4405+00

4406+00

4407+00

4408+00

4409+00

SEE NOTE 6

520 LF (E) 24" PVC

REMOVE AND WASTE

C-503

65 LF (E) 8" BLACK

CORRUGATED PIPE

REMOVE AND WASTE

C-503

1,040 LF POTENTIAL

(E) 24" PVC

REMOVE AND WASTE

C-503

(E) FIELD ROAD

END KNOWN

PIPE LIMITS

BEGIN KNOWN

PIPE LIMITS

(E) RAMP, REMOVE

AND REPLACE

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US Army Corps of Engineers

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C-101

SITE DEMOLITION, STA 4410+00 TO 4400+00

SCALE: 1" = 40'

M A

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L I N

1. CLEARING, GRUBBING AND STRIPPING SHALL BE

PERFORMED IN ACCORDANCE WITH SPECIFICATION 31

11 00.

2. CRUSHED AGGREGATE MATERIALS SHALL BE

STOCKPILED FOR REUSE AS DRAINAGE PIPE BACKFILL

AND FOR SEEPAGE BERM TOE. EXCESS CRUSHED

AGGREGATE SHALL BE HAULED OFFSITE TO AN

APPROVED WASTE FACILITY.

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. REMOVE ALL LOOSE, DELETERIOUS MATERIAL AND

ORGANICS FROM EXISTING DRAINAGE DITCH PRIOR TO

PREPARING FOUNDATION FOR PLACEMENT OF FILL

PER SPECIFICATION 31 00 00.

GENERAL SHEET NOTES

LEGEND

DRAINAGE STRUCTURE DEMOLITION

0 40' 80'

(E) CRUSHED AGGREGATE

LIMITS OF EXISTING DRAINAGE DITCH

SURVEY CONTROL POINT '10'

FLOW

SAN JOAQUIN RIVER

CRUSHED AGGREGATE, REMOVE

PROTECT IN PLACE ALL

(E) IRRIGATION POWER

SUPPLY BOTH ABOVE

AND BELOW GROUND

EXCAVATE AND REMOVE

(E) DRAINAGE FEATURES,

TYP

APPROX LIMITS OF EXISTING

DITCH, SEE NOTE 7

LIMITS OF CLEARING, GRUBBING AND STRIPPING

4394+00

4395+00

4396+00

4397+00

4398+00

4399+00

4400+00

LEVEE CONTROL LINE

CONSTRUCTION LIMITS

(E) POWER POLE

PROTECT IN PLACE

(E) POWER POLE

PROTECT IN PLACE

SEE NOTE 6

1,040 LF POTENTIAL

(E) 24" PVC

REMOVE AND WASTE

C-503

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US Army Corps of Engineers

Last saved by: MATTHEW.HAVEY(2020-03-31) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-102.DWG

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C-102

SITE DEMOLITION, STA 4400+00 TO 4392+00

SCALE: 1" = 40'

0 40' 80'

GENERAL SHEET NOTES

LEGEND

M A

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L I N

1. CLEARING, GRUBBING AND STRIPPING SHALL BE

PERFORMED IN ACCORDANCE WITH SPECIFICATION 31

11 00.

2. CRUSHED AGGREGATE MATERIALS SHALL BE

STOCKPILED FOR REUSE AS DRAINAGE PIPE BACKFILL

AND FOR SEEPAGE BERM TOE. EXCESS CRUSHED

AGGREGATE SHALL BE HAULED OFFSITE TO AN

APPROVED WASTE FACILITY.

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 VISIBLITY

TEMPORARY SECURITY FENCE AT THE CONSTRUCTION

LIMIT LINE.

6. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL

POINTS IN PLACE.

7. REMOVE ALL LOOSE, DELETERIOUS MATERIAL AND

ORGANICS FROM EXISTING DRAINAGE DITCH PRIOR TO

PREPARING FOUNDATION FOR PLACEMENT OF FILL

PER SPECIFICATION 31 00 00.

DRAINAGE STRUCTURE DEMOLITION

(E) CRUSHED AGGREGATE

LIMITS OF EXISTING DRAINAGE DITCH

SURVEY CONTROL POINT '10'

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SAN JOAQUIN RIVER

FLOW

FIELD DRAIN

SEE NOTE 2

LANDSIDE

RAMP

FIELD DRAIN

SEE NOTE 2

4400+00

4401+00

4402+00

4403+00

4404+00

4405+00

4406+00

4407+00

4408+00

4409+00

PATROL ROAD

MATCH EXISTING

FARM FIELD ROAD

SEEPAGE BERM HINGE POINT

SLOPE

3H:1V

TOP OF CHIMNEY DRAIN

GRADE BREAK

SEEPAGE BERM

MATCH EXISTING

DITCH INVERT

AND SECTION

NEW PREFABRICATED

DRAIN PIPE INLET

NON-PERFORATED

DRAINAGE PIPE

STA 0+26 TO

STA 1+73

MATCH EXISTING

FARM FIELD ROAD

LANDSIDE RAMP

CONTROL LINE

DRAINAGE PIPE

CONTROL LINE

CONSTRUCTION LIMITS

LEVEE CONTROL LINE

TOE OF SEEPAGE BERM

C-502

A1; E1

C-202

C-501

C-502

C-503

(E) FIELD ROAD

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

PATROL ROAD

PERFORATED

DRAINAGE PIPE

STA 1+73 TO

STA 16+42

CHIMNEY DRAIN

HINGE POINT

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C-111

SITE PLAN, STA 4410+00 TO 4400+00

SCALE: 1" = 40'

0 40' 80'20'

M A

T C

L I N

1. BACKFILL EXISTING DITCH AND DRAINAGE FEATURE

EXCAVATION WITH RANDOM FILL IN ACCORDANCE

WITH SPECIFICATION 31 00 00.

2. CONTRACTOR SHALL GRADE LANDSIDE TOE OF

SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO

DRAIN TOWARDS FIELD DRAINS WHILE MAINTAINING

CURRENT GRADING OF ADJACENT FIELDS. SEE DETAIL

D5 ON SHEET C-501 FOR GRADING AT CONC ENTRANCE

SLAB.

3. SEE C-301 FOR TYPICAL SECTION

GENERAL SHEET NOTES

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US Army Corps of Engineers

Last saved by: MATTHEW.HAVEY(2020-04-13) Last Plotted: 2020-04-13

Filename: A:\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-111.DWG

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TOE OF SEEPAGE BERM

C-502

FLOW

LEVEE

EXISTING

BENCH

S L O

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V A

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FIELD DRAIN

SEE NOTE 2

SAN JOAQUIN RIVER

MATCH EXISTING

ROADWAY

SEEPAGE BERM HINGE POINT

SLOPE

3H:1V

TOP OF CHIMNEY DRAIN

SEEPAGE BERM

DRAINAGE PIPE CONTROL LINE

MATCH EXISTING

DITCH INVERT

NON-PERFORATED

DRAINAGE PIPE

STA 16+42 TO

STA 18+25

ROCK SLOPE

PROTECTION

GRADE BREAK

LEVEE CONTROL LINE

4394+00

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16+

(E) SUMP

PERFORATED

DRAINAGE PIPE

STA 1+73 TO

STA 16+42

C-503

C-501

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2020-03-11) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-112.DWG

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C-112

SITE PLAN, STA 4400+00 TO 4392+00

SCALE: 1" = 40'

0 40' 80'20'

M A

T C

L I N

GENERAL SHEET NOTES

1. BACKFILL EXISTING DITCH AND DRAINAGE FEATURE

EXCAVATION WITH RANDOM FILL IN ACCORDANCE

WITH SPECIFICATION 31 00 00.

2. CONTRACTOR SHALL GRADE LANDSIDE TOE OF

SEEPAGE BERM WITHIN CONSTRUCTION LIMITS TO

DRAIN TOWARDS FIELD DRAINS WHILE MAINTAINING

CURRENT GRADING OF ADJACENT FIELDS. SEE DETAIL

D5 ON SHEET C-501 FOR GRADING AT CONC ENTRANCE

SLAB.

3. SEE C-301 FOR TYPICAL SECTION.

O R

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E N

-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

NON-PERFORATED

DRAINAGE PIPE

EL 14.40

S T

B E

G I N

N I N

D R

A I N

A G

P I P

F I E

I N

PERFORATED DRAINAGE PIPE

S = 0.11%

FILTER SAND

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N D

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S H

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A G

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6" FILTER SAND

6" RANDOM FILL

STATION

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00

PERFORATED DRAINAGE PIPE

EL 12.50

S T

F I E

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S T

NON-PERFORATED DRAINAGE PIPE

S T

F I E

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S = 0.11%

ROCK SLOPE

PROTECTION

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P I P

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6" FILTER SAND

6" RANDOM FILL

FILTER SAND

C-503

(E) SUMP

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2020-03-11) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-201.DWG

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M A

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DRAINAGE PIPE PROFILE

SCALE: 1" = 40'

0 40' 80'

E L

E V

A T

I O

1. SEE C-501 AND C-502 FOR TYPICAL DETAILS

GENERAL SHEET NOTES

LEGEND

M A

T C

I N

9+00

PIPELINE STATIONING (FT)

E L

E V

A T

I O

PIPELINE STATIONING (FT)

NON-PERFORATED DRAINAGE PIPE

PERFORATED DRAINAGE PIPE

DRAIN PIPE OUTFALL RIPRAP ARMOR

FILTER SAND

RANDOM FILL

CRUSHED AGGREGATE

O R

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S T

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S T

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S T

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S T

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S T

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S T

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S T

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S T

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S T

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S T

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S T

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G1 -9.02%

G2 -2.70% e 0.49'

P V

T A

E L

P V

T A

E L

L 62.27'

L 51.86'

P V

T A

E L

P V

T A

E L

G1 -0.91%

G2 -4.73% e 0.25'

L 57.82'

P V

T A

E L

P V

T A

E L

G1 -4.73%

G2 -9.02% e 0.31'

L 90.11'

P V

T A

E L

P V

T A

E L

G1 -2.70%

G2 -7.15% e 0.50'

6" AGGREGATE SURFACING

L E

V E

O N

T R

S T

RANDOM FILL

(SEE NOTE 1)

PATROL ROAD

LANDSIDE RAMP STA 0+00.00

LEVEE CONTROL LINE STA 4404+50.00

LANDSIDE RAMP CONTROL LINE

(SEE NOTE 4)

LEVEE CONTROL LINE

RAMP SIDE

SLOPE 2H:1V

RAMP SIDE

SLOPE 2H:1V

AGGREGATE SURFACING

(SEE NOTE 3)

CONSTRUCTION LIMITS

MATCH (E)

ROADWAY

PATROL ROAD

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US Army Corps of Engineers

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Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-202.DWG

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C-202

LANDSIDE ACCESS RAMP PROFILE

SCALE: 1" = 20'

0 20' 40'

LANDSIDE RAMP STATIONING (FT)

1. FILL SHALL BE PLACED IN ACCORDANCE WITH

SPECIFICATION 31 00 00.

2. CALL-OUT ELEVATIONS IN LANDSIDE RAMP PROFILE

ARE FOR FINISHED GRADE OF EARTH FILL PRIOR TO

PLACEMENT OF COMPACTED AGGREGATE SURFACING.

3. AGGREGATE SURFACING SHALL BE PLACED IN

ACCORDANCE WITH SPECIFICATION 32 15 00.

4. RAMP ALIGNMENT DATA IS SHOWN ON DRAWING G-005.

GENERAL SHEET NOTES

LANDSIDE ACCESS RAMP PLAN

SCALE: 1" = 20'

0 20' 40'

WATERSIDE

VARIES

150'

SEEPAGE BERM

LIMITS OF STRIPPING, CLEARING AND GRUBBING

LANDSIDE

FILTER SAND 0.5' MIN

TOE OF LEVEE

RANDOM FILL

10' MIN

2 %

LIMITS OF

CRUSHED AGGREGATE REMOVAL

VARIES, SEE NOTE 2

SEEPAGE BERM TOE DETAIL

C-501

CONSTRUCTION LIMITS

I N

LEVEE CONTROL LINE

(E) GRADE

RANDOM FILL

FILTER SAND 0.5' MIN

DRAIN BLANKET 1' MIN

TOE OF SEEPAGE BERM

CHIMNEY DRAIN

HINGE POINT

EL 29.8

GRADE

BREAK

EL 24.6

LANDSIDE HINGE

POINT

(E) DRAIN DITCH

(E) FILTER FABRIC

SEEPAGE BERM HINGE POINT

TOP OF

CHIMNEY

DRAIN

MATCH

(E) GRADE

MATCH

(E) GRADE

SEE NOTE 3

WATERSIDE TOE

15'

0.5' RANDOM FILL ON

0.5' FILTER SAND

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2020-03-11) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-301.DWG

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C-301

TYPICAL CROSS SECTION STA 4407+60 TO 4392+80

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. LIMITS OF EXISTING CRUSHED AGGREGATE VARY

IN DEPTH AND WIDTH. CONTRACTOR SHALL

REMOVE ALL EXISTING AGGREGATE AND FILTER

FABRIC WITHIN LIMITS SHOWN. CRUSHED

AGGREGATE SHALL BE STOCKPILED FOR REUSE.

FABRIC AND EXCESS EXCAVATED MATERIAL

SHALL BE HAULED OFFSITE TO AN APPROVED

WASTE FACILITY.

3. CONTRACTOR SHALL GRADE AREA BETWEEN

DRAINAGE TRENCH AND CONSTRUCTION LIMIT TO

DRAIN TOWARDS FIELD DRAINS WHILE

MAINTAINING GRADES IN ADJACENT FIELD.

4. ALL DIMENSIONS SHOWN ARE MINIMUM.

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4393+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4394+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4395+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4396+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

-2.00%

MATCH

(E) GRADE

LANDSIDE WATERSIDE

LEVEE

CONTROL LINE

PATROL

ROAD

(E) DRAINAGE DITCH

(E) APPROXIMATE LIMITS OF

CRUSHED AGGREGATE

VARIES

10' MIN

CL DRAIN PIPE

OFF. -213.12

SEEPAGE BERM

HINGE POINT

OFF. -187.43

EL. 20.24

GRADE BREAK

OFF. -48.05

EL. 24.60

CHIMNEY DRAIN HINGE POINT

OFF. -32.42

EL. 29.80

CL DRAINAGE PIPE

OFF. -214.12

SEEPAGE BERM

HINGE PIONT

OFF. -188.32

EL. 20.19

GRADE BREAK

OFF. -43.21

EL. 24.64

CHIMNEY DRAIN

HINGE POINT

OFF. -27.73

EL. 29.80

CL DRAIN PIPE

OFF. -217.23

SEEPAGE BERM

HINGE POINT

OFF. -191.23

EL. 20.11

GRADE BREAK

OFF. -46.06

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -30.47

EL. 29.69

CH DRAIN PIPE

OFF. -214.69

SEEPAGE BERM

HINGE POINT

OFF. -188.25

EL. 20.27

GRADE BREAK

OFF. -45.80

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -30.25

EL. 29.80

CROSS SECTIONS

SCALE: 1" = 20'

1. SEE SHEET C-301 FOR FOR TYPICAL CROSS SECTION.

2. SEEPAGE BERM DRAINAGE LAYERS NOT SHOWN FOR

CLARITY.

GENERAL NOTES

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C-310

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2020-03-11) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-310.DWG

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4398+00

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4399+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4400+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

-2.00%

MATCH

(E) GRADE

LANDSIDE WATERSIDE

LEVEE

CONTROL LINE

PATROL

ROAD

(E) DRAINAGE DITCH

(E) APPROXIMATE LIMITS OF

CRUSHED AGGREGATE

VARIES

10' MIN

CL DRAINAGE PIPE

OFF. -213.21

SEEPAGE BERM

HINGE POINT

OFF. -187.21

EL. 20.20

GRADE BREAK

OFF. -44.29

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -29.13

EL. 29.74

CL DRAINAGE PIPE

OFF. -212.53

SEEPAGE BERM

HINGE POINT

OFF. -186.58

EL. 20.14

GRADE BREAK

OFF. -42.99

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -27.52

EL. 29.75

CL DRAINAGE PIPE

OFF. -211.33

SEEPAGE BERM

HINGE POINT

OFF. -185.32

EL. 20.10

GRADE BREAK

OFF. -41.36

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -25.74

EL. 29.78

CL DRAINAGE PIPE

OFF. -210.13

SEEPAGE BERM

HINGE POINT

OFF. -184.18

EL. 20.14

GRADE BREAK

OFF. -41.66

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -26.07

EL. 29.80

CROSS SECTIONS

SCALE: 1" = 20'

1. SEE SHEET C-301 FOR FOR TYPICAL CROSS SECTION.

2. SEEPAGE BERM DRAINAGE LAYERS NOT SHOWN FOR

CLARITY.

GENERAL NOTES

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C-311

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2020-03-11) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-311.DWG

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-2.00%

MATCH

(E) GRADE

LANDSIDE WATERSIDE

LEVEE

CONTROL LINE

4401+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4402+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4403+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4404+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

PATROL

ROAD

(E) DRAINAGE DITCH

(E) APPROXIMATE LIMITS OF

CRUSHED AGGREGATE

VARIES

10' MIN

CL DRAINAGE PIPE

OFF. -209.81

SEEPAGE BERM

HINGE POINT

OFF. -183.81

EL. 20.08

GRADE BREAK

OFF. -41.00

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -25.40

EL. 29.80

CL DRAINAGE PIPE

OFF. -209.15

SEEPAGE BERM

HINGE POINT

OFF. -183.15

EL. 20.33

GRADE BREAK

OFF. -41.54

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -25.94

EL. 29.80

LANDSIDE RAMP

CL DRAINAGE PIPE

OFF. -209.61

SEEPAGE BERM

HINGE POINT

OFF. -183.61

EL. 20.93

HINGE POINT

OFF. -72.27

EL. 23.93

HINGE POINT

OFF. -69.03

EL. 25.07

HINGE POINT

OFF. -47.87

EL. 26.08

HINGE POINT

OFF. -43.36

EL. 24.60

HINGE POINT

OFF. -39.25

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -23.53

EL. 29.80

CL DRAINAGE PIPE

OFF. -210.03

SEEPAGE BERM

HINGE POINT

OFF. -184.02

EL. 20.94

GRADE BREAK

OFF. -50.56

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -34.95

EL. 29.80

GRADE BREAK

OFF. -27.29

EL. 29.95

GRADE BREAK

OFF. -21.14

EL. 32.99

CROSS SECTIONS

SCALE: 1" = 20'

1. SEE SHEET C-301 FOR FOR TYPICAL CROSS SECTION.

2. SEEPAGE BERM DRAINAGE LAYERS NOT SHOWN FOR

CLARITY.

GENERAL NOTES

U G

H E

O R

S T

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T I O

N S

C-312

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L I C

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D E

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D E

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T I O

M A

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US Army Corps of Engineers

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Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-312.DWG

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MATCH

(E) GRADE

LANDSIDE WATERSIDE

LEVEE

CONTROL LINE

4408+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4405+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4406+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

4407+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

PATROL

ROAD

(E) DRAINAGE DITCH

(E) APPROXIMATE LIMITS OF

CRUSHED AGGREGATE

VARIES

10' MIN

CL DRAINAGE PIPE

OFF. -210.29

EL. 13.71

SEEPAGE BERM

HINGE POINT

OFF. -184.23

EL. 20.94

GRADE BREAK

OFF. -43.26

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -27.63

EL. 29.80

CL DRAINAGE PIPE

OFF. -213.43

SEEPAGE BERM

HINGE POINT

OFF. -187.44

EL. 20.93

GRADE BREAK

OFF. -42.84

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -27.12

EL. 29.80

CL DRAINAGE PIPE

OFF. -213.33

SEEPAGE BERM

HINGE POINT

OFF. -187.27

EL. 20.92

GRADE BREAK

OFF. -43.98

EL. 24.60

CHIMNEY DRAIN

HINGE POINT

OFF. -28.09

EL. 29.80

CL DRAINAGE PIPE

OFF. -180.31

HINGE POINT

OFF. -43.63

EL. 21.18

TIE IN TO

(E) GRADE

OFF. -34.82

EL. 24.13

MATCH

(E) GRADE

PATROL

ROAD

MATCH

(E) GRADE

CROSS SECTIONS

SCALE: 1" = 30'

1. SEE SHEET C-301 FOR FOR TYPICAL CROSS SECTION.

2. SEEPAGE BERM DRAINAGE LAYER AND FILTER SAND NOT

SHOWN FOR CLARITY.

GENERAL NOTES

U G

H E

O R

S T

O S

E C

T I O

N S

C-313

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D E

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2020-03-11) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-313.DWG

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5'4'- 8" MIN 4'- 8" MIN.

TYP

I N

15'

24" C900 PIPE

(DR51)

GEOTEXTILE FOR

DRAINAGE TRENCH

MIN 2' OVERLAP

CRUSHED

AGGREGATE

(E) GRADE

PATROL ROAD

AGGREGATE SURFACING

FILTER SAND

SEEPAGE BERM TOE MATERIAL

I N

DRAIN BLANKET

FILTER SAND

RANDOM FILL

PROJECTED TOE

OF SEEPAGE BERM

RANDOM

FILL

GEOTEXTILE

DRAINAGE PIPE CENTERLINE

2' 2' 2'

HEXAGONAL DRILL PATTERN,

ROTATED 30 DEGREES EVERY

2 FEET ALONG DRAIN PIPE

1-INCH HOLES DRILLED NORMAL

TO DRAIN PIPE SURFACE, 6 HOLES

60 DEGREES APART PER PATTERN.

24" C900 PIPE

(DR51)

5'4'- 8" MIN 4'- 8" MIN.

I N

PATROL ROAD

AGGREGATE SURFACING

PRECAST FIELD DRAIN

COLLECTOR AND

CLEANOUT VAULT

WELDED WIRE

MESH

CONC ENTRANCE

SLAB

1'-0"

FILTER SAND

I N

24" MIN. 24" MIN.

V A

R I E

I N

RANDOM FILL

FILTER SAND

(E) GRADE

1.0%

4' 5'5'

1.0%

CONC ENTRANCE

SLAB

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2020-03-11) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-501.DWG

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C-501

SEEPAGE BERM TOE DETAIL

SCALE: NOT TO SCALE

PERFORATED DRAINAGE PIPE DETAIL

SCALE: NOT TO SCALE

1. 24" MINIMUM FILL IS BENEATH THE FIELD ROAD ONLY,

AND CAN BE REDUCED TO 18" MIN. DUE TO ELEVATION

CONSTRAINTS IN THE FIELD.

2. PRECAST CLEANOUT VAULT AND PRECAST FIELD

DRAIN COLLECTOR TO BE INSTALLED PER

MANUFACTURER'S SPECIFICATIONS.

3. FIELD DRAIN PIPE BEDDING SUBGRADE SHALL BE

PREPARED PER SPECIFICATION 31 00 00.

4. PROVIDE GEOTEXTILE FABRIC MEETING THE

REQUIREMENTS OF SPECIFICATION 31 05 19.

5. ALL EXCAVATION SHALL BE CONTROLLED TO

PREVENT SLOUGHING OF SLOPES. EXCAVATION

SHALL BE DEWATERED IN ACCORDANCE WITH

SPECIFICATION 31 00 00.

GENERAL SHEET NOTES

LEGEND

C-502

FIELD DRAIN INLET SECTION

SCALE: NOT TO SCALE

NON-PERFORATED DRAINAGE PIPE DETAIL

SCALE: NOT TO SCALE

DRAIN BLANKET

EXISTING SOIL

CRUSHED AGGREGATE

FILTER SAND

RANDOM FILL

AGGREGATE SURFACING

GRADING AT CONC ENTRANCE SLAB

SCALE: NOT TO SCALE

O R

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S E

O R

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S in B B

D D

PLAN VIEW

SECTION B-B

SECTION A-A SECTION D-D

6" 3'-0" 6"

INV. VARIES

SECTION C-C

4'-0"

CONC ENTRANCE

SLAB, SEE NOTE 3

5'-8" in

ISO LAYOUT

2"x1.5" SLOT

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US Army Corps of Engineers

Last saved by: TONY.QUINTRALL(2020-02-03) Last Plotted: 2020-04-03

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\1151-11_SAN JOAQUIN\20-SHEETS\1151-11-C-502.DWG

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C-502

PRECAST FIELD DRAIN COLLECTOR AND CLEANOUT VAULT

SCALE: NOT TO SCALE

1. FIELD DRAIN COLLECTOR BOX SHALL BE JENSEN

PRECAST FLASH BOARD RISER 3636-R31, OR

EQUIVALENT.

2. DIMENSIONS SHOWN ARE APPROXIMATE, CONTRACTOR

SHALL PREPARE SHOP DRAWINGS FOR DRAINAGE PIPE

AND FIELD DRAIN COLLECTORS AND CONFIRM

DIMENSIONS SHOWN.

3. CONC ENTRANCE SLAB NOT SHOWN ON SECIONS. SEE

C-501 FOR SECTION VIEW.

GENERAL SHEET NOTES

PRECAST FIELD DRAIN COLLECTOR AND CLEANOUT VAULT

SCALE: NOT TO SCALE

O R

E N

S E

O R

E N

ROCK

SLOPE

PROTECTION

DRAINAGE

PIPE

(E) SUMP

TYPE B

FABRIC

FILTER

SAND

(E) GRADE

12'

VARIES

8'-6"

24"

FRONT ELEVATION

SECTION

I N

R A

N D

TOP OF

PIPE

TOP OF

WALL

ROCK SLOPE

PROTECTION

PIPE

INVERT

FILTER

SAND

(E) CRUSHED AGGREGATE

REMOVE AND STOCKPILE

(E)

LEVEE

SLOPE

FILTER

SAND

V A

R I E

(E) 24"

PVC

PIPE

(E) 24" PVC PIPE,

REMOVE AND

WASTE

LIMITS OF

EXCAVATION, SEE

NOTES 1 AND 2

SEEPAGE BERM

(E) GRADE

(E)

LEVEE

S…

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