Attachment 1 - Plans.pdf

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SACRAMENTO DISTRICT

YOLO COUNTY, CALIFORNIA

SACRAMENTO RIVER RIGHT BANK

PL 84-99 EMERGENCY LEVEE REPAIRS

SITE 0561-31

XXXXXX-XX-X-XXXX

XXXXXX-XX-X-XXXX

MARCH 2020

US Army Corps of Engineers

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US Army Corps of Engineers

Last saved by: SHAYAAN.QAZI(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-G-001.DWG

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G-001

USACE SACRAMENTO

SIGNATURE BLOCK

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

12/31 /2020

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-G-002.DWG

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G-002

GENERAL NOTES

SECTION LINE

DETAIL

NORTH ARROW

LEGEND

NORTH

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EAST, EASTING

EACH

EXISTING GROUND

ELEVATION

FINISH GRADE

FEET

HIGHWAY

INCH

LANDSIDE

MAXIMUM

MINIMUM

MSWSE

NATIONAL GEODETIC SURVEY

NORTH, NORTHING

AGGREGATE BASE COURSE

ASSESSOR PARCEL NUMBER

AVENUE

COUNTY

NAD 83

RD

S

SF

ST

TYP

W

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YD

NORTH AMERICAN DATUM OF 1983

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 88 NORTH AMERICAN VERTICAL DATUM OF 1988

PVI POINT OF VERTICAL INTERSECTION

PROPOSED

EXISTING

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

GAS LINE

PROPERTY LINE

TEMPORARY PROTECTIVE FENCE

CONSTRUCTION LIMITS

CENTER LINE

BORING SYMBOL

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X#

X-3##

GS GROUND SURFACE

APPROX APPROXIMATELY

BLVD. BOULEVARD

CP CATCH POINT

(E) EXISTING

SHEET INDEX

SHEET ID SHEET ID

G-001 COVER SHEET

G-002

GENERAL NOTES, LEGEND, ABBREVIATIONS, AND SHEET INDEX

G-003 PROJECT LOCATION AND VICINITY MAP

G-004 STAGING AREA AND HAUL ROUTES

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

G-006 CONSTRUCTION LIMITS

V-001 PROJECT SURVEY CONTROL

C-101 EXCAVATION PLAN

C-111

PLAN AND PROFILE, STA 30+20 TO 20+00

C-112

PLAN AND PROFILE, STA 20+00 TO 10+00

C-201 WATERSIDE RAMP PLAN AND PROFILE

C-301 TYPICAL CROSS SECTIONS

C-311

CROSS SECTIONS, STA 10+50 TO 13+25

C-312

CROSS SECTIONS, STA 13+50 TO 16+00

C-313

CROSS SECTIONS, STA 17+00 TO 25+25

C-314

CROSS SECTIONS, STA 25+50 TO 28+00

C-315

CROSS SECTIONS, STA 29+00 TO 30+20

C-501 DETAILS

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 21, 2018.

15. AN EXISTING GAS LINE IS LOCATED AT THE UPSTREAM END OF THE PROPOSED

SETBACK LEVEE. THE DEPTH OF THE LINE IS BETWEEN APPROXIMATELY 8 AND 15

FEET BELOW GROUND SURFACE WITHIN THE LIMITS OF THE PROPOSED SETBACK

LEVEE AND SEEPAGE BERM BASED ON INFORMATION OBTAINED FROM CALPINE

GAS. ALL WORK WITHIN 50 FEET OF THE GAS LINE SHALL BE COORDINATED WITH

THE CONTRACTING OFFICER AND CALPINE GAS (CHRIS DELANEY AT 707-374-1516).

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION

OF THE GAS LINE AS REQUIRED TO PERFORM THE WORK.

CONC CONCRETE

USACE U.S. ARMY CORPS OF ENGINEERS

Profile View of ALGN-LEVEE-CONTROL LINE (1) (1)

Profile View of CENTER CREST (1) (1)Profile View of CENTER CREST (1) (1)

SEYMOUR RD

DELMONTE

RIGGINS RD

MADDOCK RD

VARNEY RD

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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\0561-31_SAC RIVER\20-SHEETS\0561-31-G-003.DWG

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SITE MAP

SCALE: 1" = 300'

600'0 300'

NORTH

PLAN

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YOLO COUNTY

SUTTER COUNTY

SITE MAP

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VICINITY MAP

SCALE: 1" = 4000'

8000'0 4000'

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PROJECT LOCATION MAP

SCALE: NOT TO SCALE

VICINITY

MAP

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RD 109A

(E) EMERGENCY

BERM

SETBACK LEVEE

CONTROL LINE

KNIGHTS LANDING

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HAUL ROUTES

SCALE: 1" = 300'

600'0 300'

NORTH

PLAN

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STOCKPILE AREA 2

SCALE: 1" = 100'

200'0 100'

1. PROTECT EXISTING TREES WITHIN AND ADJCENT TO

TEMPORARY WORK AREAS AND 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. 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.

4. ONLY MINIMUM CLEARING, STRIPPING, AND GRUBBING

AS REQUIRED FOR EQUIPMENT SET UP SHALL BE

CONDUCTED IN THE STAGING AREAS.

5. STAGING/LAYDOWN AREAS AND SITE OFFICE LOCATION

AREA TO BE RETURNED TO THEIR ORIGINAL CONDITIONS

AT THE END OF THE WORK PRIOR TO DEMOBILIZATION.

6. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY

FENCING AROUND VULNERABLE PORTIONS OF THE

STAGING AREAS IN ACCORDANCE WITH SPECIFICATION

01 50 00.

7. CONTRACTOR SHALL NOT HAVE ACCESS TO LEVEE

DOWNSTREAM OF END OF PROJECT (STA 10+00).

8. CONTRACTOR SHALL IMPROVE EXISTING AGGREGATE

RAMP FOR USE IN ACCESSING STAGING AREA 2.

TEMPORARY ACCESS RAMPS ARE TO BE CONSTRUCTED

WITH IMPORT FILL ONLY. NO CUTTING INTO EXISTING

GROUND, INCLUDING FILL, SHALL BE PERMITTED EXCEPT

AS SHOWN ON THE PLANS.

9. CONTRACTOR SHALL PERFORM EXISTING CONDITION

VIDEO AND PHOTOGRAPHIC SURVEY OF RD 109A

BETWEEN HWY 45 AND THE ACCESS POINT SHOWN ON

THIS SHEET PRIOR TO CONSTRUCTION IN ACCORDANCE

WITH SPECIFICATION 01 00 00.

10. LANDSIDE TOE OF LEVEE WILL BE AVAILABLE FOR USE

BY THE CONTRACTOR FOR HAULING OF EQUIPMENT AND

MATERIALS PROVIDED WORK IS COORDINATED WITH

CONTRACTING OFFICER. ALL COSTS ASSOCIATED WITH

IMPROVING ACCESS ALONG TOE WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

11. STOCKPILE AREA 2 SHALL ONLY BE USED ONCE

STOCKPILE AREA 1S IS COMPLETE. SEE SHEET C-501

FOR TYPICAL SECTIONS OF STOCKPILES

GENERAL SHEET NOTES

STAGING AREA

HAUL ROUTE

STOCKPILE AREA

LEGEND

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HAUL ROUTE AND

ACCESS TO HWY 45

(1.4 MILES)

DONAHUE RD

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ACCESS POINT

SETBACK LEVEE

CONTROL LINE

STAGING AREA 1

(APPROX 3.5 ACRES)

STA. 10+00

END OF PROJECT

SEE NOTE 7

STOCKPILE AREA 2

(APPROX 11.2 ACRES)

SEE NOTE 11

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STAGING AREA 1 AND STOCKPILE AREA 1S

SCALE: 1" = 200'

400'0 200'

SETBACK LEVEE

CONTROL LINE

N: 2074780.742

E: 6637652.925

N: 2074876.418

E: 6637826.315

N: 2074935.642

E: 6637517.036

N: 2074926.315

E: 6637183.228

N: 2074710.294

E: 6637483.968

N: 2074509.211

E: 6637638.353

N: 2072275.143

E: 6638936.368

N: 2072203.419

E: 6669040.003

N: 2072142.273

E: 6639280.782

N: 2072188.830

E: 6639732.818

N: 2072082.580

E: 6639835.547

N: 2071874.569

E: 6639835.547

N: 207169.673

E: 6639754.273

N: 2071425.720

E: 6639195.086

N: 2071330.370

E: 6639087.645

N: 2071523.600

E: 6639337.413

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SEE NOTE 8

N: 2074725.567

E: 6637949.647

N: 2073929.102

E: 6638226.958

N: 2073950.656

E: 6638116.127

N: 2074458.690

E: 6637649.062

STOCKPILE AREA 1S

(APPROX 4.3 ACRES)

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N: 2074679.230

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E 6638816.75

N 2072773.70

E 6638685.79

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L3

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C1

C2

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LINE TABLE: CONTROL LINE

LINE #

L1

L2

L3

L4

LENGTH

100.09'

1070.64'

122.89'

70.00'

BEARINGS

N43° 55' 25.71"E

N09° 21' 03.14"W

N28° 11' 11.72"W

N31° 09' 36.06"W

CURVE TABLE: CONTROL LINE

CURVE #

C1

C2

LENGTH

465.49'

190.89'

RADIUS

500.00'

500.00'

DELTA

53°20'28"

21°52'28"

CHORD LENGTH

448.86'

189.73'

DETAIL INDICATOR

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

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

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L11

L12

L13

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L15

L16

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L18

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LENGTH

76.80'

1075.50'

169.85'

31.45'

121.33'

68.22'

139.00'

223.25'

118.00'

52.00'

203.60'

711.80'

90.50'

74.75'

398.38'

32.44'

46.86'

126.69'

39.05'

BEARINGS

N35° 17' 21.87"E

N09° 17' 19.50"W

N28° 31' 32.74"W

N03° 31' 56.11"E

N55° 52' 35.28"E

S75° 45' 38.02"E

S28° 14' 05.03"E

S34° 24' 03.21"E

S45° 14' 57.85"E

S05° 23' 58.02"E

N79° 54' 48.27"E

S57° 28' 55.18"W

S45° 17' 29.32"W

S01° 50' 38.49"W

S44° 52' 58.86"W

S69° 41' 08.34"W

S85° 43' 44.06"W

N48° 20' 42.17"W

N10° 33' 01.29"E

CURVE #

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C2

C3

C4

C5

C6

C7

LENGTH

312.86'

96.08'

383.22'

379.13'

144.50'

188.14'

279.60'

RADIUS

402.12'

375.19'

519.54'

486.57'

348.34'

174.38'

571.95'

DELTA

44°34'41"

14°40'23"

42°15'44"

44°38'40"

23°46'04"

61°48'55"

28°00'33"

CHORD LENGTH

305.03'

95.82'

374.59'

369.61'

143.47'

179.15'

276.82'

DETAIL INDICATOR

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-G-006.DWG

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G-006

B1

CONSTRUCTION LIMITS

SCALE: 1" = 100'

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CURVE TABLE: CONSTRUCTION LIMITS

CONTROL LISTING

POINT #

NORTHING

2084618.710

2067336.280

2050270.840

2072908.520

2070215.916

2070572.278

2071264.015

2072255.454

2072392.988

2072817.432

2073754.169

2070757.985

2072924.883

EASTING

6646510.960

6632368.210

6625872.810

6639187.300

6638523.278

6638845.200

6639172.776

6639805.779

6639870.221

6638849.068

6638381.974

6638155.709

6639163.014

DESCRIPTION

NGS_DH6494-VARNEY

NGS_AI5071-SYCAMORE

NGS_AI5056-CODY

NGS-JS4530-BEND (HISTORIC)

FD 3" DSK DWR SR17(1002)

REBAR -MHM CONTROL CAP (2301)

FD 1" IP PSOMAS CAP(1003)

FD 1" IP PSOMAS CAP(1006)

REBAR -MHM CONTROL CAP (1007)

REBAR -MHM CONTROL CAP(2030)

REBAR -MHM CONTROL CAP (1008)

REBAR -MHM CONTROL CAP(1009)

NGS-JS4530-BEND (MEASURED)

(NOT SHOWN)

(NOT SHOWN)

(NOT SHOWN)

DETAIL INDICATOR

SECTION SYMBOL

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

0 2' 4'1'

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SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

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OR ON EACH DETAIL

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SAMPLE TEXT

MATCH LINE

XX/X-XXX

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USE 1 OF THESE

OPTIONS

0.87"

SAMPLE

TEXT

SHEET KEYNOTES

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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.

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

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ISSUED FOR BID

US Army Corps of Engineers

Last saved by: SHAYAAN.QAZI(2020-03-19) Last Plotted: 2020-05-01

Filename: \\SACDATA01\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-V-001.DWG

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V-001

A1

PROJECT SURVEY CONTROL POINTS

SCALE: 1" = 300'

600'0 300'

NORTH

PLAN

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 A15071 "SYCAMORE" AND DH6494

"VARNEY" 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

A15071 "SYCAMORE" ASSIGNED THE ELEVATION 25.10

FEET, NAVD88 AND DH6494 "VARNEY" ASSIGNED THE

ELEVATION 23.80 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'

12/31 /2020

AutoCAD SHX Text

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49.53

CP-1

N 2072757.83

E 6638694.65

49.48

CP-2

N 2072750.71

E 6638683.19

29.08

CP-3

N 2072663.69

E 6638657.65

28.76

CP-4

N 2072622.61

E 6638671.37

29.11

CP-5

N 2072205.50

E 6638952.29

29.12

CP-6

N 2072211.03

E 6638948.72

29.74

CP-7

N 2072294.56

E 6638936.23

42.00

CP-8

N 2072294.93

E 6638982.48

49.25

CP-9

N 2072297.10

E 6639011.42

49.25

CP-10

N 2072312.10

E 6639022.80

38.00

CP-11

N 2072362.34

E 6639018.55

38.25

CP-12

N 2072445.75

E 6638932.88

38.00

CP-13

N 2072538.17

E 6638866.99

38.00

CP-14

N 2072748.10

E 6638745.33

20+0021+0022+0023+0024+0025+0026+00

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49.15

CP-15

N 2071262.18

E 6639195.73

49.15

CP-16

N 2071274.74

E 6639183.37

30.00

CP-17

N 2071284.20

E 6639093.55

29.25

CP-18

N 2071378.35

E 6639088.66

28.59

CP-19

N 2071348.28

E 6638881.04

30.00

CP-20

N 2071007.02

E 6638819.45

49.19

CP-21

N 2070910.79

E 6638836.32

49.18

CP-22

N 2070900.57

E 6638846.96

38.71

CP-23

N 2070903.32

E 6638889.38

34.00

CP-24

N 2070913.86

E 6638916.14

34.00

CP-25

N 2071198.65

E 6639194.54

16+0017+0018+0019+0020+00

DETAIL INDICATOR

SECTION SYMBOL

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

0 2' 4'1'

USE "ONE SCALE BAR FOR ENTIRE

SHEET (IF THE ENTIRE SHEET IS THE

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

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SAMPLE TEXT

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USE 1 OF THESE

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0.87"

SAMPLE

TEXT

SHEET KEYNOTES

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2. NOTE 2

3. NOTE 3

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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.

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

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-101.DWG

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C-101

D1

NORTH TIE-IN EXCAVATION PLAN

SCALE: 1" = 40'

A1

SOUTH TIE-IN EXCAVATION PLAN

SCALE: 1" = 40'

80'0 40'

80'0 40'

1. CONTRACTOR SHALL PERFORM EXISTING CONDITION

SURVEY OF EXISTING LEVEE TO PROVIDE FINAL GRADE

IN ACCORDANCE WITH SPECIFICATION 31 00 00.

2. EXISTING CONCRETE DITCH OUTSIDE LIMITS OF

CONSTRUCTION TO BE REMOVED BY OTHERS.

IRRIGATION PIPING SHALL BE CAPPED AT THE

CONSTRUCTION LIMIT BY OTHERS. CONTRACTOR

SHALL REMOVE ALL PIPING WITHIN THE LIMITS OF

WORK.

3. CONTRACTOR SHALL PLACE TEMPORARY PROTECTIVE

FENCING ALONG WATERSIDE BOUNDARY OF

EXCAVATION TO PROTECT TREES TO REMAIN IN PLACE.

4. EXCAVATION WITHIN 50 FEET OF CALPINE GAS LINE

SHALL NOT PROCEED WITHOUT CONTRACTING

OFFICER AND CALPINE REPRESENTATIVE ON SITE.

5. CONTRACTOR SHALL REMOVE ALL EXISTING

AGGREGATE SURFACING FROM THE CROWN OF THE

LEVEE WITHIN THE LIMITS OF EXCAVATION.

6. SEE C-301 FOR TYPICAL SECTIONS.

GENERAL SHEET NOTES

N

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SETBACK LEVEE

CONTROL LINE

EL 26.50

INSPECTION TRENCH

BOTTOM EL 22.75

EL 26.50

TOP OF CUT

SLOPE

TOE OF CUT

SLOPE

(E) CONC DITCH,

SEE NOTE 2

INSPECTION TRENCH

BOTTOM EL 22.75

SETBACK LEVEE

CONTROL LINE

EL 26.50

EL 26.50

TOP OF CUT

SLOPE

TOE OF CUT SLOPE

EL 29.0

PROTECT-IN-PLACE

(E) 10" GAS, SEE NOTE 4

REMOVE (E) CONC

DITCH. SEE

A1

C-501

TEMPORARY PROTECTIVE

FENCING, SEE NOTE 3

BEGIN CONC.

DITCH REMOVAL

N 2071297.48

E 6639119.72

END CONC.

DITCH REMOVAL

N 2070968.00

E 6638813.41

LIMITS OF

FOUNDATION

EXCAVATION

LIMITS OF

FOUNDATION

EXCAVATION

LIMITS OF

FOUNDATION

EXCAVATION

LIMITS OF

FOUNDATION

EXCAVATION

E V

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20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0030+20

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PROPOSED

TOE OF BERM

PROPOSED

WATERSIDE TOE

3H:1V

5H:1V

3H:1V

PROPOSED

TOP OF BERM

G

G

G

G

G

PROPOSED ACCESS RAMP,

SEE C-201

LIMITS OF FOUNDATION

EXCAVATION

LIMITS OF FOUNDATION

EXCAVATION

C2

L

L

20+0021+0022+0023+0024+0025+0026+00

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

X#

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

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X#

X-5##

X#

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X#

X-5##

X#

X-5##

X

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

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.

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

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-111.DWG

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A1

LONGITUDINAL PROFILE

SCALE: 1" = 40' HORIZONTAL

PROPOSED TOP

OF LEVEE ALONG

CONTROL LINE

(E) 10" GAS

SEE NOTE 2

(E) 10" GAS

1. CONTRACTOR SHALL RECONSTRUCT EXISTING LEVEE

TO CURRENT GRADE WITH LEVEE FILL IN ACCORDANCE

WITH SPECIFICATION 31 00 00.

2. DEPTH OF 10 INCH GAS LINE IS APPROXIMATE.

EXCAVATION WITHIN 50 FEET OF CALPINE GAS LINE

SHALL NOT PROCEED WITHOUT CONTRACTING

OFFICER AND CALPINE REPRESENTATIVE ON SITE.

3. SEE C-301 FOR TYPICAL SECTIONS.

GENERAL SHEET NOTES

80'0 40'

M A

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LIMITS OF

EXCAVATION

(E) GRADE

H

V

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H

V

SCALE: 1" = 8' VERTICAL

16'0 8'

MATCH (E)

GRADE

(E) LANDSIDE TOE

LANDSIDE TOE OF

SETBACK LEVEE

(PROJECTED)

LIMITS OF FOUNDATION

EXCAVATION EL 26.5

STA. 29+43.2

EL. 29.00

MATCH (E) LEVEE

30 30

H

V

BOTTOM OF INSPECTION

TRENCH EL 22.75

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A

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A

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E

N

V

E

R

PROPOSED TOE

OF BERM

PROPOSED

WATERSIDE TOE

F

L

O

W

SETBACK LEVEE

CONTROL LINE

TEMPORARY PROTECTIVE

FENCING

3H:1V

5:1

PROPOSED TOP

OF BERM

LIMITS OF FOUNDATION

EXCAVATION

LIMITS OF FOUNDATION

EXCAVATION

16+0017+0018+0019+0020+00

E L E

V A

T I O

N

10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00

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ISSUED FOR BID

US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-05-01

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-112.DWG

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80'0 40'

N

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A1

LONGITUDINAL PROFILE

SCALE: 1" = 40' HORIZONTAL

PROPOSED TOP

OF LEVEE ALONG

CONTROL LINE

1. CONTRACTOR SHALL RECONSTRUCT EXISTING LEVEE

TO CURRENT GRADE WITH LEVEE FILL IN ACCORDANCE

WITH SPECIFICATION 31 00 00.

2. SEE C-301 FOR TYPICAL SECTIONS.

GENERAL SHEET NOTES

C

M A

T C

H

L

I N

E

C

H

V

H

V

H

V

H

V

80'0 40'

SCALE: 1" = 8' VERTICAL

10'0 8'

MATCH (E)

GRADE

LIMITS OF

EXCAVATION

LANDSIDE TOE OF

SETBACK LEVEE

(PROJECTED)

(E) GRADE

STA. 11+00

EL. 30.00

LIMITS OF FOUNDATION

EXCAVATION EL. 26.50

BOTTOM OF INSPECTION

TRENCH EL. 22.75

H

V

H

V

E V

A T

I O

N

F

T

E L

E V

A T

I O

N

F

T

STATION (FT)

0+00 1+00 2+00 3+00 4+00 4+50

0+00 1+00

2+00 3+00

4+00 4+50

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

X#

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

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X#

X-5##

X#

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X#

X-5##

X#

X-5##

X

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

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.

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

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: SHAYAAN.QAZI(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-201.DWG

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SCALE: 1" = 20'

40'0 20'

N

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LONGITUDINAL PROFILE

SCALE: 1" = 20' HORIZONTAL

1. SEE SPECIFICATION 32 15 00 FOR AGGREGATE

SURFACING REQUIREMENTS.

GENERAL SHEET NOTES

40'0 20'

H

V

H

V

SCALE: 1" = 4' VERTICAL

8'0 4'

(E) LANDSIDE TOE

H

V

H

V

H

V

H

V

H

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H

V

H

V

ACCESS RAMP

ACCESS RAMP

EG

EL 50.44

SETBACK LEVEE CONTROL LINE

STA 22+76.85

END RAMP

ALIGNMENT

N 2072003.14

E 6639017.33

BEGIN RAMP

ALIGNMENT

N 2072414.67

E 6638835.27

STA 1+00

EL 50.00

STA 4+00

EL 29.24

STA 1+25

EL 48.41

STA 3+50

EL 30+96

STA 3+00

EL 34+23

STA 4+00

L OFFSET 7'-0"

STA 4+00

R OFFSET 7'-0"

STA 1+00

L OFFSET 6'-0"

STA 1+00

R OFFSET 6'-0"

WATERSIDE

LANDSIDE

LEVEE FILL

(E) GRADE

MATCH (E) GRADE

SETBACK LEVEE

CONTROL LINE

2 % SLOPE

(NOTE 1)

2 % SLOPE

5%

INSPECTION TRENCH

BOTTOM EL 22.75 FT

PROJECTED

WATERSIDE

LEVEE TOE

LANDSIDE LEVEE TOE

LIMITS OF EXCAVATION

OF EXISTING LEVEE, EL 26.50

TOP OF BERM

WATERSIDE

LANDSIDE

SETBACK LEVEE

CONTROL LINE

2 % SLOPE

(E) GRADE

LIMITS OF FOUNDATION

EXCAVATION EL 26.50

LEVEE FILL

5%

INSPECTION TRENCH

BOTTOM EL 22.75 FT

WATERSIDE

LEVEE TOE

LANDSIDE LEVEE TOE

TOP OF BERM

S O

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-06) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-301.DWG

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C-301

A1

TYPICAL CROSS SECTION AT TIE-IN - STA 29+40 TO 24+90 AND STA 14+90 TO 11+00

SCALE: NOT TO SCALE

20' VARIES

LIMITS OF STRIPPING, CLEARING AND GRUBBING

C1

C-501

E1

C-501

20'

10'

5'

LIMITS OF STRIPPING, CLEARING AND GRUBBING

C1

C-501

D1

TYPICAL CROSS SECTION - SETBACK LEVEE STA 24+90 TO 14+90

SCALE: NOT TO SCALE

5'

C1

C-501

1. EXISTING LEVEE TO BE RECONSTRUCTED TO EXISTING

GRADE WITH LEVEE FILL

2. EXISTING LEVEE CROWN WIDTH VARIES. SETBACK

LEVEE CROWN WILL TAPER AS REQUIRED TO MATCH

EXISTING CROWN WIDTH AT TIE-IN LOCATIONS.

3. CONTRACTOR SHALL NOT PLACE FILL PRIOR TO REVIEW

AND APPROVAL OF SUBGRADE MATERIALS BY THE

CONTRACTING OFFICER IN ACCORDANCE WITH

SPECIFICATION 31 00 00.

4. COMPLETED SLOPES AND ALL AREAS DISTURBED

DURING CONSTRUCTION SHALL BE SEEDED IN

ACCORDANCE WITH SPECIFICATION 32 92 19.

GENERAL SHEET NOTES

VARIES

SEE NOTE 2

140'

CONSTRUCTION LIMIT VARIES, SEE SHEET G-006

M

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CONSTRUCTION LIMIT

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TOE OF BERM

TOE OF BERM

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2 %

5%

SETBACK LEVEE

CONTROL LINE

MATCH

(E) GRADE

VARIES

2 %

LIMITS OF FOUNDATION

EXCAVATION

(E) LEVEE

INSPECTION

TRENCH

11+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

11+25

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

11+50

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

11+75

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

12+25

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

12+50

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

12+75

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

13+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

13+25

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

10+80

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

LANDSIDE WATERSIDE

12+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

10+50

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

LANDSIDE WATERSIDELANDSIDE WATERSIDE

LANDSIDE WATERSIDE

LANDSIDE WATERSIDE LANDSIDE WATERSIDE LANDSIDE WATERSIDE

LANDSIDE WATERSIDELANDSIDE WATERSIDE

LANDSIDE WATERSIDE LANDSIDE WATERSIDE LANDSIDE WATERSIDE

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

X#

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

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X#

X-5##

X#

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X#

X-5##

X#

X-5##

X

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

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.

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

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-311.DWG

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C-311

A1

CROSS SECTIONS

SCALE: 1" = 30'

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

GENERAL SHEET NOTES

12/31 /2020

5%

SETBACK LEVEE

CONTROL LINE

LIMITS OF FOUNDATION

EXCAVATION

INSPECTION TRENCH

13+50

0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

13+75

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

14+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 1700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

14+25

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 1800-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

14+50

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 1700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

14+75

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

15+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

15+25

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

15+50

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

16+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

LANDSIDE WATERSIDE LANDSIDE WATERSIDE LANDSIDE WATERSIDE

LANDSIDE WATERSIDELANDSIDE WATERSIDELANDSIDE WATERSIDE

LANDSIDE WATERSIDE

LANDSIDE WATERSIDE

LANDSIDE WATERSIDE

LANDSIDE WATERSIDE

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

X#

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

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X#

X-5##

X#

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X#

X-5##

X#

X-5##

X

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

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.

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

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-312.DWG

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C-312

A1

CROSS SECTIONS

SCALE: 1" = 30' H

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

GENERAL SHEET NOTES

5%

SETBACK LEVEE

CONTROL LINE

VARIES

2 %

(E) LEVEE

INSPECTION

TRENCH

LIMIT OF FOUNDATION

EXCAVATION

ACCESS RAMP

17+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

18+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

19+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

20+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

21+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

23+00

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

24+00

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

25+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1600-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

LANDSIDE WATERSIDE

22+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

25+25

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 1700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

LANDSIDE WATERSIDELANDSIDE WATERSIDE

LANDSIDE WATERSIDE LANDSIDE WATERSIDE LANDSIDE WATERSIDE

LANDSIDE WATERSIDE

LANDSIDE WATERSIDELANDSIDE WATERSIDE

LANDSIDE WATERSIDE

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

X#

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

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X#

X-5##

X#

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X#

X-5##

X#

X-5##

X

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

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.

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

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: SHAYAAN.QAZI(2020-03-19) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-313.DWG

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C-313

A1

CROSS SECTIONS

SCALE: 1" = 30' H

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

GENERAL SHEET NOTES

5%

SETBACK LEVEE

CONTROL LINE

INSPECTION

TRENCH

LIMITS OF FOUNDATION

EXCAVATION

(E) LEVEE

26+50

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

26+75

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

27+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

27+25

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

27+50

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

27+75

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

28+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

26+00

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

25+50

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 1700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

26+25

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

WATERSIDE

LANDSIDE WATERSIDE LANDSIDE WATERSIDE

LANDSIDE WATERSIDE

LANDSIDE WATERSIDE

LANDSIDE LANDSIDE WATERSIDE

LANDSIDE WATERSIDE LANDSIDE WATERSIDE

LANDSIDE WATERSIDE LANDSIDE WATERSIDE

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

X#

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

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X#

X-5##

X#

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X#

X-5##

X#

X-5##

X

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

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.

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

LOCATE IN UPPER RIGHT

CORNER OF SHEET

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US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-314.DWG

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FLOW

FLOW

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M I L

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C-314

A1

CROSS SECTIONS

SCALE: 1" = 30' H

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

GENERAL SHEET NOTES

12/31 /2020

5%

SETBACK LEVEE

CONTROL LINE

INSPECTION

TRENCH

LIMITS OF FOUNDATION

EXCAVATION

(E) LEVEE

29+00

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

29+50

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140

30+20

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

LANDSIDE WATERSIDE LANDSIDE WATERSIDE

LANDSIDE WATERSIDE

DETAIL INDICATOR

SECTION SYMBOL

NORTH

PLAN

X#

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

SAME SCALE), OR 1 PER DETAIL."

PLACE IN LOWER

RIGHT CORNER AND

OR ON EACH DETAIL

X#

X-5##

X#

X-3##

SAMPLE TEXT

MATCH LINE

XX/X-XXX

X#

X-5##

X#

X-5##

X

MATCH LINE

X-XXX

USE 1 OF THESE

OPTIONS

0.87"

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.

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

LOCATE IN UPPER RIGHT

CORNER OF SHEET

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SHEET ID

S A

C R

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S

T R

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T R

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T

S A

C R

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T O

C

A

X X

X X

X X

X

X X

X

X X

X

M A

R C

H

D E

S I G

N

F

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E

N

O

S P

E C

I F

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A T

I O

N

N

O

A N

S I

D

X X

X X

X X

X

X X

X

X X

X

S A

C R

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N

K

Y O

U

N T

Y

C

A L

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O R

N I A

E

M E

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E N

V

P

A I R

S

S I T

E

US Army Corps of Engineers

Last saved by: KEVIN.M.LEE(2020-01-30) Last Plotted: 2020-03-19

Filename: \\SACDATA01.US.IE.URS\PROJECTS6\US ARMY CORPS\W91238-16-D-0018.PL84-99\900_CAD_GIS\950_CAD\0561-31_SAC RIVER\20-SHEETS\0561-31-C-315.DWG

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FLOW

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C-315

F1

CROSS SECTIONS

SCALE: 1" = 30' H

1. SEE SHEET C-301 FOR…