W912P720B00110_Petaluma River Channel_FY20_Plans.pdf

PDF 25 MB Posted Jun 15, 2020

Attached to: Petaluma River Channel Maintenance Dredging Project
Solicitation number: W912P720B0010
Issued by: Department of the Army Corps of Engineers Engineering District San Francisco

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Questions and Answers Petaluma River Dredging Project.pdf	PDF	Jul 7, 2020
W912P720B0010 Amendment 0001.pdf	PDF	Jul 7, 2020
W912P720B0010_Petaluma_River_Channel_Solicitation and Specs.pdf	PDF	Jun 15, 2020

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US Army Corps of Engineers

San Francisco District

MARIN COUNTY AND SONOMA COUNTY, CALIFORNIA

PETALUMA RIVER CHANNEL

FY20 MAINTENANCE DREDGING PROJECT

SOLICITATION NO: W912P7-20-B-0010

CONTRACT NO: W912P7-20-C-XXXX

ISSUE DATE: JUNE 2020

SUBMITTED BY:

SON T. HA, P.E., P.M.P. DATE

CHIEF, ENGINEERING BRANCH

APPROVED BY:

SUSAN J. KELLY, P.E., P.M.P. DATE

CHIEF, ENGINEERING AND TECHNICAL SERVICES DIVISION

PREPARED UNDER THE DIRECTION OF:

JOHN D. CUNNINGHAM, P.E., P.M.P.

LT. COLONEL, DISTRICT COMMANDER

THIS PROJECT WAS DESIGNED BY THE SAN FRANCISCO DISTRICT OF

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR

ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF DRAWINGS IN THIS SET.

LOCATION MAP

NOT TO SCALE

PROJECT AREA

San Francisco

Vallejo

Richmond

Hayward

Walnut Creek

Concord

Vallejo

Benicia

Crockett

S a n

P ab l o

B a y

Novato

Petaluma

Napa

SHOLLENBERGER

SITE

PROJECT

LOCATION

Petaluma

Napa

San Rafael

Oakland

Fremont

Fairfield

San Antonio

Schellville

Sears Point

Bel Marin

Keys

Hamilton

Wetlands

SF10

Gallinas

Stafford

Lake

Nicasio

Reservoir

Hercules

G-01

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SOLICITATION

06/11/2020

06 - 11 -2020

E 6007940

N 2194653

E 6010238

N 2196582

E 6011202

N 2195432

E 6008904

N 2193504

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ACCEPTANCE REACHES

REACH 1: STA 0+00 TO STA 8+00

REACH 2: STA 8+00 TO STA 50+00

REACH 3: STA 50+00 TO STA 124+00

REACH 4: STA 124+00 TO STA 214+00

REACH 5: STA 214+00 TO STA 768+00

REACH 6: STA 768+00 TO STA 869+00

REACH 7: STA 869+00 TO STA 994+00

REACH 8: STA 994+00 TO STA 1067+85

VERTICAL CONTROL

PETALUMA RIVER CHANNEL CHANNEL LINES 00+00 TO 160+00:

BENCHMARK "9" (1948), USC&GS DISK,

ELEV 14.875 FT MLLW.

TIDE GAUGE LOCATED AT PORT OF BENICIA DOCK.

PETALUMA RIVER CHANNEL CHANNEL LINES 160+00 TO 660+00:

NOAA ONLINE TIDES FOR PORT CHICAGO OR A

SUBSCRIPTION RTK SERVICE.

PETALUMA RIVER CHANNEL CHANNEL LINES 660+00 TO 733+45:

BENCHMARK 5096-B, USC&GS DISK,

ELEV 21.76 FT MLLW.

TIDE GAUGE LOCATED AT DIABLO SERVICES DOCK.

HORIZONTAL GPS CONTROL

COAST GUARD D-GPS

2' ALLOWABLE OVERDEPTH

(PAID AND NON-PAID)

EL. 0.00 FEET M.L.L.W.

1' ALLOWABLE (PAID) OVERDEPTH

PROJECT DEPTH

NOTE:

SEE SECTION 35 20 23 (DREDGING) FOR DETAILS

1' ALLOWABLE OVERDEPTH (NON-PAID)

GENERAL NOTES:

1. BATHYMETRIC SURVEYS PERFORMED BY THE U.S. ARMY CORPS OF

ENGINEERS, SAN FRANCISCO DISTRICT, ON 04 - 17 MARCH 2020.

2. BATHYMETRIC SURVEY SOUNDINGS ARE BASED ON THE DATUM OF MEAN

LOWER LOW WATER (MLLW) AT THE LOCALITY.

3. DRAWINGS ARE NOT TO BE USED AS NAVIGATION CHARTS.

4. INFORMATION SHOWN ON THE DRAWINGS IS BASED ON BATHYMETRIC

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

5. BATHYMETRIC SURVEY SOUNDINGS WERE TAKEN BY FATHOMETER

(MULTI-BEAM SURVEY EQUIPMENT) AND ARE SHOWN TO THE NEAREST TENTH

OF A FOOT.

6. COORDINATES ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE

SYSTEM OF 1983 (CCS83), LAMBERT CONFORMAL PROJECTION ZONE III, IN

FOOT, AS DESCRIBED IN SPECIAL PUBLICATION NO. 253, PUBLISHED BY

NATIONAL OCEAN SURVEY.

7. THE PROJECT DEPTH IS -8 FEET MLLW. DISPOSAL SITE FOR REACH 1 TO

REACH 4 IS SHOLLENBERGER AND DISPOSAL SITE FOR REACH 5 TO REACH 8 IS

SF10.

8. AERIAL IMAGE COURTESY OF ESRI, DIGITALGLOBE, GEOEYE, EARTHSTAR

GEOGRAPHICS, CNES/AIRBUS DS, USDA, USGS, AEX, GETMAPPING, AEROGRID,

IGN, IGP, SWISSTOPO, AND THE GIS USER COMMUNITY.

9. THE LOCATION OF ALL NAVIGATION AIDS ARE BASED ON INFORMATION

PROVIDED BY THE U.S. COAST GUARD. BUOY LOCATION REPRESENTS THE

POSITION OF THE SINKER ONLY.

10. SEDIMENT SAMPLING AND TESTING RESULTS AVAILABLE UPON REQUEST.

11. CALL 811 AND COORDINATE WITH PG&E IN ORDER TO AVOID DAMAGE TO

PIPELINES CROSSING THE CHANNEL DURING DREDGING OPERATIONS.

ABBREVIATIONS:

MLLW MEAN LOWER LOW WATER

SCHEDULE OF DRAWINGS

TYPICAL DREDGING SECTION

NOT TO SCALE

MATERIAL TO BE DREDGED (PAID)

NO DREDGING ON SIDE SLOPES

(SEE NOTE BELOW)

EXISTING CHANNEL BOTTOM

SIDE-SLOPE PRISM

CHANNEL WIDTH VARIES

SEE PLAN

SHEET SHEET

NUMBER ID DESCRIPTION

01 G-01 COVERSHEET

02 G-02 SCHEDULE OF DRAWINGS, GENERAL NOTES,

TYPICAL DREDGING SECTION, AND SF-10

03 G-03 KEY PLAN

04 G-04 CHANNEL AND CENTERLINE ALIGNMENT

CONTROL POINT TABLES

05 C-01 DREDGING PLAN STA 0+00 - STA 22+50

06 C-02 DREDGING PLAN STA 22+50 - STA 49+50

07 C-03 DREDGING PLAN STA 49+50 - STA 77+50

08 C-04 DREDGING PLAN STA 77+50 - STA 103+50

09 C-05 DREDGING PLAN STA 103+50 - STA 131+50

10 C-06 DREDGING PLAN STA 131+50 - STA 159+50

11 C-07 DREDGING PLAN STA 159+50 - STA 186+50

12 C-08 DREDGING PLAN STA 186+50 - STA 212+50

13 C-09 DREDGING PLAN STA 212+50 - STA 239+50

14 C-10 DREDGING PLAN STA 239+50 - STA 266+50

15 C-11 DREDGING PLAN STA 266+50 - STA 292+50

16 C-12 DREDGING PLAN STA 292+50 - STA 321+50

17 C-13 DREDGING PLAN STA 321+50 - STA 346+50

18 C-14 DREDGING PLAN STA 346+50 - STA 373+50

19 C-15 DREDGING PLAN STA 373+50 - STA 400+50

20 C-16 DREDGING PLAN STA 400+50 - STA 427+50

21 C-17 DREDGING PLAN STA 427+50 - STA 455+50

22 C-18 DREDGING PLAN STA 455+50 - STA 481+50

23 C-19 DREDGING PLAN STA 481+50 - STA 508+50

24 C-20 DREDGING PLAN STA 508+50 - STA 535+50

25 C-21 DREDGING PLAN STA 535+50 - STA 562+50

26 C-22 DREDGING PLAN STA 562+50 - STA 589+50

27 C-23 DREDGING PLAN STA 589+50 - STA 616+50

28 C-24 DREDGING PLAN STA 616+50 - STA 643+50

29 C-25 DREDGING PLAN STA 643+50 - STA 670+50

30 C-26 DREDGING PLAN STA 670+50 - STA 697+50

31 C-27 DREDGING PLAN STA 697+50 - STA 724+50

32 C-28 DREDGING PLAN STA 724+50 - STA 751+50

33 C-29 DREDGING PLAN STA 751+50 - STA 778+50

34 C-30 DREDGING PLAN STA 778+50 - STA 805+50

35 C-31 DREDGING PLAN STA 805+50 - STA 832+50

36 C-32 DREDGING PLAN STA 832+50 - STA 859+50

37 C-33 DREDGING PLAN STA 859+50 - STA 886+50

38 C-34 DREDGING PLAN STA 886+50 - STA 913+50

39 C-35 DREDGING PLAN STA 913+50 - STA 940+50

40 C-36 DREDGING PLAN STA 940+50 - STA 967+50

41 C-37 DREDGING PLAN STA 967+50 - STA 994+50

42 C-38 DREDGING PLAN STA 994+50 - STA 1019+50

43 C-39 DREDGING PLAN STA 1019+50 - STA 1045+50

44 C-40 DREDGING PLAN STA 1045+50 - STA 1067+85

45 C-41 SHOLLENBERGER SITE

G-02

SF-10

NOT TO SCALE

M A

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SHEET ID

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SOLICITATION

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G-03

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2600' 0' 2600' 5200'

GRAPHIC SCALE

REACH 6

STA 768+00 - STA 869+00

E A

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CHANNEL ALIGNMENT

CONTROL POINT TABLE

Point #

∠01

∠02

∠03

∠04

∠05

∠06

∠07

∠08

∠09

∠10

∠11

∠12

∠13

∠14

∠15

∠16

∠17

∠18

∠19

∠20

∠21

∠22

∠23

∠24

∠25

∠26

∠27

∠28

∠29

∠30

∠31

∠32

∠33

∠34

∠35

∠36

∠37

∠38

∠39

∠40

∠41

∠42

∠43

∠44

∠45

∠46

∠47

∠48

∠49

∠50

∠51

∠52

∠53

∠54

∠55

Easting

5,947,231.37

5,947,270.19

5,947,427.09

5,947,562.96

5,947,608.75

5,947,571.31

5,947,585.55

5,947,584.72

5,947,728.63

5,947,747.86

5,947,784.79

5,947,859.77

5,947,916.10

5,948,205.01

5,948,229.63

5,948,314.73

5,948,355.23

5,948,892.43

5,949,042.69

5,949,469.49

5,949,546.88

5,950,073.43

5,950,209.51

5,950,413.64

5,950,601.64

5,950,760.01

5,950,856.56

5,951,190.73

5,951,295.55

5,952,336.55

5,952,674.61

5,952,826.60

5,953,487.64

5,953,608.13

5,953,790.19

5,954,370.40

5,954,501.07

5,954,621.14

5,954,800.63

5,955,792.14

5,956,196.35

5,956,434.88

5,956,712.27

5,956,808.99

5,956,913.91

5,956,991.34

5,957,058.50

5,957,296.91

5,957,482.29

5,957,630.13

5,957,742.05

5,958,057.64

5,958,200.17

5,958,637.51

5,958,758.11

Northing

2,279,030.23

2,279,027.58

2,279,044.25

2,279,091.13

2,279,154.95

2,279,266.29

2,279,310.00

2,279,367.78

2,279,415.05

2,279,397.74

2,279,357.96

2,279,260.30

2,279,217.69

2,279,051.12

2,279,018.83

2,278,989.54

2,278,996.63

2,278,780.74

2,278,713.84

2,278,484.22

2,278,437.31

2,278,041.07

2,277,913.88

2,277,623.20

2,277,342.19

2,277,240.61

2,277,218.58

2,277,230.32

2,277,219.69

2,276,952.83

2,276,825.50

2,276,803.51

2,276,856.21

2,276,843.62

2,276,788.51

2,276,631.13

2,276,624.27

2,276,605.27

2,276,532.77

2,275,772.28

2,275,498.17

2,275,333.96

2,275,073.09

2,274,912.90

2,274,607.73

2,274,437.55

2,274,342.14

2,274,069.93

2,273,944.74

2,273,886.96

2,273,863.68

2,273,868.10

2,273,852.33

2,273,725.15

2,273,714.66

CHANNEL ALIGNMENT

CONTROL POINT TABLE

Point #

∠56

∠57

∠58

∠59

∠60

∠61

∠62

∠63

∠64

∠65

∠66

∠67

∠68

∠69

∠70

∠71

∠72

∠73

∠74

∠75

∠76

∠77

∠78

∠79

∠80

∠81

∠82

∠83

∠84

∠85

∠86

∠87

∠88

∠89

∠90

∠91

∠92

∠93

∠94

∠95

∠96

∠97

∠98

∠99

∠100

∠101

∠102

∠103

∠104

∠105

∠106

∠107

∠108

∠109

∠110

Easting

5,958,889.47

5,959,341.02

5,959,447.66

5,959,551.21

5,959,656.53

5,959,759.18

5,959,857.27

5,959,948.98

5,960,032.62

5,960,104.77

5,960,171.99

5,960,591.73

5,962,208.22

5,962,721.23

5,962,899.25

5,963,133.53

5,964,083.46

5,965,305.01

5,967,104.02

5,967,282.04

5,967,439.20

5,967,569.01

5,967,677.60

5,967,980.67

5,968,289.44

5,968,495.32

5,968,723.83

5,969,003.57

5,969,306.93

5,969,621.72

5,969,936.05

5,970,236.32

5,971,473.83

5,971,688.24

5,971,918.89

5,972,156.66

5,972,385.89

5,972,586.88

5,972,756.71

5,972,909.32

5,973,072.48

5,973,210.91

5,973,348.45

5,973,508.17

5,973,661.20

5,973,880.46

5,974,003.79

5,974,215.45

5,974,572.15

5,975,044.21

5,975,408.01

5,975,817.75

5,976,834.92

5,977,220.39

5,977,384.20

Northing

2,273,728.72

2,273,812.61

2,273,825.29

2,273,827.16

2,273,814.68

2,273,788.03

2,273,747.71

2,273,694.45

2,273,629.24

2,273,555.22

2,273,473.78

2,272,761.34

2,270,477.52

2,269,732.92

2,269,543.29

2,269,386.83

2,268,914.87

2,268,344.89

2,267,491.77

2,267,363.40

2,267,210.97

2,267,033.94

2,266,837.41

2,266,231.49

2,265,633.34

2,265,382.76

2,265,187.69

2,265,042.38

2,264,953.68

2,264,925.30

2,264,958.32

2,265,050.95

2,265,837.42

2,265,932.13

2,265,983.22

2,265,979.11

2,265,912.27

2,265,786.82

2,265,627.23

2,265,451.59

2,265,180.62

2,264,847.68

2,264,400.03

2,263,760.40

2,262,835.68

2,261,008.07

2,260,360.22

2,259,753.78

2,259,069.01

2,258,298.33

2,257,874.97

2,257,444.91

2,256,496.23

2,256,048.31

2,255,796.90

CHANNEL ALIGNMENT

CONTROL POINT TABLE

Point #

∠111

∠112

∠113

∠114

∠115

∠116

∠117

∠118

∠119

∠120

∠121

∠122

∠123

∠124

∠125

∠126

∠127

∠128

∠129

∠130

∠131

∠132

∠133

∠134

∠135

∠136

∠137

∠138

∠139

∠140

∠141

∠142

∠143

∠144

∠145

∠146

∠147

∠148

∠149

∠150

∠151

∠152

∠153

∠154

∠155

∠156

∠157

∠158

∠159

∠160

∠161

∠162

∠163

∠164

∠165

Easting

5,977,518.68

5,977,611.55

5,977,668.16

5,977,658.74

5,977,580.57

5,977,438.71

5,977,223.65

5,976,967.29

5,976,660.14

5,974,853.53

5,974,608.96

5,974,352.86

5,974,021.92

5,973,836.46

5,973,738.29

5,973,706.19

5,973,745.99

5,973,827.70

5,973,954.41

5,974,124.90

5,974,702.79

5,975,487.74

5,975,946.32

5,976,576.09

5,977,148.49

5,977,837.97

5,979,598.07

5,980,171.65

5,980,686.63

5,981,201.91

5,981,642.75

5,982,078.43

5,982,503.83

5,982,824.68

5,983,029.56

5,983,368.75

5,983,567.08

5,983,763.70

5,984,078.58

5,984,406.71

5,984,677.74

5,985,703.19

5,985,900.70

5,986,084.44

5,986,259.54

5,989,891.75

5,990,191.37

5,993,691.61

5,996,368.26

5,999,070.09

6,006,910.92

6,006,782.37

5,947,165.08

5,947,214.42

5,947,272.09

Northing

2,255,524.89

2,255,250.90

2,254,949.22

2,254,639.13

2,254,361.77

2,254,129.28

2,253,876.80

2,253,685.65

2,253,541.78

2,253,004.95

2,252,902.93

2,252,744.89

2,252,481.49

2,252,256.44

2,251,996.19

2,251,707.63

2,251,323.87

2,250,998.52

2,250,687.89

2,250,395.95

2,249,488.03

2,248,428.11

2,247,894.02

2,247,268.28

2,246,814.77

2,246,354.16

2,245,324.82

2,244,892.82

2,244,434.44

2,243,928.00

2,243,400.09

2,242,759.23

2,241,947.89

2,241,094.20

2,240,186.68

2,237,646.04

2,236,661.44

2,236,083.36

2,235,434.94

2,234,964.45

2,234,706.65

2,233,824.62

2,233,608.33

2,233,510.53

2,233,458.58

2,233,146.26

2,233,171.96

2,233,008.20

2,232,577.18

2,231,017.28

2,218,222.26

2,212,407.26

2,278,956.21

2,278,931.15

2,278,927.22

CHANNEL ALIGNMENT

CONTROL POINT TABLE

Point #

∠166

∠167

∠168

∠169

∠170

∠171

∠172

∠173

∠174

∠175

∠176

∠177

∠178

∠179

∠180

∠181

∠182

∠183

∠184

∠185

∠186

∠187

∠188

∠189

∠190

∠191

∠192

∠193

∠194

∠195

∠196

∠197

∠198

∠199

∠200

∠201

∠202

∠203

∠204

∠205

∠206

∠207

∠208

∠209

∠210

∠211

∠212

∠213

∠214

∠215

∠216

∠217

∠218

∠219

∠220

Easting

5,947,448.96

5,947,606.33

5,947,816.93

5,947,866.43

5,948,155.34

5,948,210.11

5,948,295.21

5,948,317.71

5,948,853.44

5,948,998.58

5,949,419.85

5,949,490.75

5,950,009.04

5,950,133.64

5,950,331.12

5,950,530.11

5,950,720.73

5,950,847.03

5,951,187.42

5,951,278.00

5,952,305.16

5,952,649.53

5,952,823.37

5,953,486.40

5,953,588.23

5,953,765.32

5,954,286.62

5,954,496.87

5,954,583.69

5,954,750.57

5,955,733.60

5,956,139.93

5,956,371.91

5,956,633.76

5,956,717.88

5,956,820.90

5,956,904.19

5,956,979.77

5,957,230.21

5,957,435.53

5,957,601.92

5,957,732.24

5,958,052.82

5,958,180.56

5,958,619.04

5,958,759.11

5,958,903.94

5,959,356.06

5,959,454.49

5,959,546.21

5,959,637.99

5,959,727.46

5,959,812.94

5,959,892.87

5,959,965.76

Northing

2,278,946.01

2,279,000.31

2,279,131.99

2,279,130.90

2,278,964.32

2,278,962.09

2,278,932.81

2,278,903.93

2,278,688.63

2,278,624.02

2,278,397.37

2,278,354.39

2,277,964.37

2,277,847.91

2,277,566.71

2,277,269.26

2,277,147.01

2,277,118.19

2,277,130.14

2,277,120.95

2,276,857.80

2,276,728.09

2,276,702.94

2,276,755.79

2,276,745.15

2,276,696.82

2,276,555.43

2,276,544.38

2,276,512.55

2,276,445.15

2,275,691.15

2,275,415.60

2,275,255.90

2,275,009.65

2,274,870.32

2,274,570.68

2,274,387.64

2,274,280.25

2,273,994.30

2,273,855.65

2,273,790.61

2,273,763.54

2,273,768.02

2,273,753.88

2,273,626.38

2,273,614.20

2,273,629.70

2,273,713.70

2,273,725.39

2,273,727.06

2,273,716.18

2,273,692.95

2,273,657.81

2,273,611.39

2,273,554.57

CHANNEL ALIGNMENT

CONTROL POINT TABLE

Point #

∠221

∠222

∠223

∠224

∠225

∠226

∠227

∠228

∠229

∠230

∠231

∠232

∠233

∠234

∠235

∠236

∠237

∠238

∠239

∠240

∠241

∠242

∠243

∠244

∠245

∠246

∠247

∠248

∠249

∠250

∠251

∠252

∠253

∠254

∠255

∠256

∠257

∠258

∠259

∠260

∠261

∠262

∠263

∠264

∠265

∠266

∠267

∠268

∠269

∠270

∠271

∠272

∠273

∠274

∠275

Easting

5,960,030.28

5,960,089.83

5,960,507.69

5,962,126.23

5,962,643.16

5,962,834.18

5,963,083.39

5,964,040.08

5,965,262.72

5,967,052.94

5,967,217.65

5,967,363.53

5,967,484.58

5,967,589.08

5,967,891.52

5,968,205.45

5,968,423.67

5,968,667.60

5,968,966.14

5,969,288.23

5,969,622.46

5,969,956.20

5,970,278.62

5,971,521.12

5,971,719.57

5,971,928.97

5,972,141.53

5,972,344.65

5,972,525.58

5,972,684.54

5,972,828.13

5,972,982.99

5,973,116.73

5,973,252.08

5,973,410.17

5,973,562.18

5,973,781.58

5,973,906.94

5,974,123.42

5,974,485.06

5,974,963.13

5,975,333.84

5,975,747.39

5,976,762.70

5,977,140.25

5,977,297.18

5,977,426.10

5,977,514.57

5,977,567.88

5,977,559.16

5,977,488.04

5,977,357.46

5,977,154.83

5,976,915.66

5,976,624.49

Northing

2,273,488.38

2,273,416.21

2,272,706.98

2,270,420.26

2,269,669.98

2,269,466.50

2,269,300.07

2,268,824.77

2,268,254.27

2,267,405.32

2,267,286.55

2,267,145.05

2,266,979.97

2,266,790.84

2,266,186.19

2,265,578.04

2,265,312.45

2,265,104.21

2,264,949.14

2,264,854.96

2,264,824.83

2,264,859.89

2,264,959.35

2,265,748.99

2,265,836.64

2,265,883.03

2,265,879.35

2,265,820.13

2,265,707.20

2,265,557.83

2,265,392.56

2,265,135.38

2,264,813.72

2,264,373.21

2,263,740.09

2,262,821.55

2,260,992.75

2,260,334.25

2,259,714.00

2,259,019.74

2,258,239.25

2,257,807.84

2,257,373.79

2,256,426.85

2,255,988.14

2,255,747.27

2,255,486.51

2,255,225.50

2,254,941.43

2,254,654.44

2,254,402.12

2,254,188.11

2,253,950.23

2,253,771.90

2,253,635.50

CHANNEL ALIGNMENT

CONTROL POINT TABLE

Point #

∠276

∠277

∠278

∠279

∠280

∠281

∠282

∠283

∠284

∠285

∠286

∠287

∠288

∠289

∠290

∠291

∠292

∠293

∠294

∠295

∠296

∠297

∠298

∠299

∠300

∠301

∠302

∠303

∠304

∠305

∠306

∠307

∠308

∠309

∠310

∠311

∠312

∠313

∠314

∠315

∠316

∠317

∠318

Easting

5,974,819.94

5,974,563.17

5,974,295.26

5,973,951.43

5,973,748.75

5,973,640.30

5,973,605.62

5,973,647.26

5,973,732.43

5,973,864.49

5,974,039.51

5,974,620.32

5,975,409.52

5,975,873.03

5,976,509.59

5,977,089.57

5,977,784.90

5,979,542.56

5,980,108.22

5,980,618.29

5,981,128.31

5,981,562.83

5,981,992.52

5,982,412.39

5,982,728.65

5,982,931.03

5,983,270.07

5,983,470.32

5,983,671.03

5,983,992.06

5,984,330.47

5,984,612.76

5,985,633.03

5,985,838.49

5,986,046.34

5,986,240.86

5,989,883.63

5,990,182.02

5,993,670.98

5,996,300.13

5,998,926.10

6,006,709.67

6,006,582.42

Northing

2,253,099.29

2,252,992.18

2,252,826.85

2,252,553.19

2,252,307.25

2,252,019.73

2,251,708.00

2,251,306.45

2,250,967.30

2,250,643.57

2,250,343.87

2,249,431.35

2,248,365.70

2,247,825.87

2,247,193.38

2,246,733.87

2,246,269.35

2,245,241.44

2,244,815.41

2,244,361.39

2,243,860.12

2,243,339.78

2,242,707.74

2,241,906.92

2,241,065.46

2,240,169.01

2,237,629.53

2,236,635.36

2,236,045.27

2,235,384.19

2,234,898.96

2,234,630.64

2,233,753.16

2,233,528.17

2,233,417.53

2,233,359.82

2,233,046.60

2,232,972.18

2,232,808.95

2,232,385.57

2,230,869.47

2,218,167.89

2,212,411.68

CENTERLINE ALIGNMENT

CONTROL POINT TABLE

Point #

C01

C02

C03

C04

C05

C06

C07

C08

C09

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

C41

C42

C43

C44

C45

C46

C47

C48

C49

C50

C51

C52

C53

C54

C55

Easting

5,947,198.23

5,947,222.90

5,947,271.14

5,947,438.02

5,947,584.64

5,947,803.10

5,947,891.26

5,948,180.17

5,948,219.87

5,948,304.97

5,948,336.47

5,948,872.94

5,949,020.63

5,949,444.67

5,949,518.81

5,950,041.23

5,950,171.58

5,950,372.38

5,950,565.48

5,950,740.37

5,950,851.79

5,951,189.08

5,951,286.77

5,952,320.85

5,952,662.07

5,952,824.99

5,953,487.02

5,953,598.18

5,953,777.75

5,954,299.06

5,954,368.30

5,954,498.97

5,954,602.42

5,954,775.60

5,955,762.87

5,956,168.14

5,956,403.39

5,956,673.01

5,956,763.43

5,956,867.40

5,956,947.77

5,957,019.13

5,957,263.56

5,957,458.91

5,957,616.03

5,957,737.15

5,958,055.61

5,958,190.37

5,958,628.27

5,958,758.61

5,958,896.70

5,959,348.54

5,959,451.07

5,959,548.71

5,959,647.26

Northing

2,278,993.22

2,278,980.69

2,278,977.40

2,278,995.13

2,279,045.72

2,279,182.30

2,279,174.30

2,279,007.72

2,278,990.46

2,278,961.18

2,278,950.28

2,278,734.69

2,278,668.93

2,278,440.80

2,278,395.85

2,278,002.72

2,277,880.90

2,277,594.95

2,277,305.97

2,277,193.81

2,277,168.38

2,277,180.23

2,277,170.32

2,276,905.31

2,276,776.79

2,276,753.23

2,276,806.00

2,276,794.39

2,276,742.67

2,276,601.27

2,276,591.19

2,276,584.33

2,276,558.91

2,276,488.96

2,275,731.71

2,275,456.88

2,275,294.93

2,275,041.37

2,274,891.61

2,274,589.21

2,274,412.60

2,274,311.19

2,274,032.11

2,273,900.19

2,273,838.79

2,273,813.61

2,273,818.02

2,273,803.10

2,273,675.76

2,273,664.43

2,273,679.21

2,273,763.16

2,273,775.34

2,273,777.11

2,273,765.43

CENTERLINE ALIGNMENT

CONTROL POINT TABLE

Point #

C56

C57

C58

C59

C60

C61

C62

C63

C64

C65

C66

C67

C68

C69

C70

C71

C72

C73

C74

C75

C76

C77

C78

C79

C80

C81

C82

C83

C84

C85

C86

C87

C88

C89

C90

C91

C92

C93

C94

C95

C96

C97

C98

C99

C100

C101

C102

C103

C104

C105

C106

C107

C108

C109

C110

Easting

5,959,743.32

5,959,835.10

5,959,920.92

5,959,999.19

5,960,067.53

5,960,130.91

5,960,549.71

5,962,167.23

5,962,682.19

5,962,866.71

5,963,108.46

5,964,061.72

5,965,283.87

5,967,078.48

5,967,249.85

5,967,401.36

5,967,526.79

5,967,633.34

5,967,935.79

5,968,247.44

5,968,459.50

5,968,695.71

5,968,984.86

5,969,297.58

5,969,622.09

5,969,946.13

5,970,257.47

5,971,497.48

5,971,703.91

5,971,923.93

5,972,149.09

5,972,365.27

5,972,556.23

5,972,720.63

5,972,868.72

5,973,027.73

5,973,163.82

5,973,300.27

5,973,459.17

5,973,611.69

5,973,831.02

5,973,955.37

5,974,169.44

5,974,528.60

5,975,003.67

5,975,370.93

5,975,782.57

5,976,798.81

5,977,180.32

5,977,340.69

5,977,472.39

5,977,563.06

5,977,618.02

5,977,608.95

5,977,534.30

Northing

2,273,740.49

2,273,702.76

2,273,652.92

2,273,591.90

2,273,521.80

2,273,445.00

2,272,734.16

2,270,448.89

2,269,701.45

2,269,504.90

2,269,343.45

2,268,869.85

2,268,299.58

2,267,448.55

2,267,324.98

2,267,178.01

2,267,006.96

2,266,814.13

2,266,209.44

2,265,605.69

2,265,347.60

2,265,145.95

2,264,995.76

2,264,904.32

2,264,875.06

2,264,909.10

2,265,005.15

2,265,793.21

2,265,884.38

2,265,933.13

2,265,929.23

2,265,866.20

2,265,747.01

2,265,592.53

2,265,422.07

2,265,158.00

2,264,830.70

2,264,386.62

2,263,750.24

2,262,828.61

2,261,000.41

2,260,347.23

2,259,733.89

2,259,044.37

2,258,268.79

2,257,841.40

2,257,409.35

2,256,461.54

2,256,018.23

2,255,772.09

2,255,505.70

2,255,238.20

2,254,945.32

2,254,646.79

2,254,381.94

CENTERLINE ALIGNMENT

CONTROL POINT TABLE

Point #

C111

C112

C113

C114

C115

C116

C117

C118

C119

C120

C121

C122

C123

C124

C125

C126

C127

C128

C129

C130

C131

C132

C133

C134

C135

C136

C137

C138

C139

C140

C141

C142

C143

C144

C145

C146

C147

C148

C149

C150

C151

C152

C153

C154

C155

C156

C157

Easting

5,977,398.09

5,977,189.24

5,976,941.48

5,976,642.31

5,974,836.73

5,974,586.06

5,974,324.06

5,973,986.67

5,973,792.60

5,973,689.30

5,973,655.91

5,973,696.63

5,973,780.07

5,973,909.45

5,974,082.20

5,974,661.56

5,975,448.63

5,975,909.67

5,976,542.84

5,977,119.03

5,977,811.44

5,979,570.31

5,980,139.93

5,980,652.46

5,981,165.11

5,981,602.79

5,982,035.47

5,982,458.11

5,982,776.66

5,982,980.30

5,983,319.41

5,983,518.70

5,983,717.36

5,984,035.32

5,984,368.59

5,984,645.25

5,985,668.11

5,985,869.59

5,986,065.39

5,986,250.21

5,989,887.69

5,990,186.70

5,993,681.30

5,996,334.20

5,998,998.10

6,006,810.30

6,006,682.40

Northing

2,254,158.70

2,253,913.51

2,253,728.77

2,253,588.64

2,253,052.12

2,252,947.56

2,252,785.87

2,252,517.34

2,252,281.85

2,252,007.96

2,251,707.81

2,251,315.16

2,250,982.91

2,250,665.73

2,250,369.91

2,249,459.69

2,248,396.90

2,247,859.94

2,247,230.83

2,246,774.32

2,246,311.76

2,245,283.13

2,244,854.12

2,244,397.92

2,243,894.06

2,243,369.94

2,242,733.49

2,241,927.41

2,241,079.83

2,240,177.85

2,237,637.79

2,236,648.40

2,236,064.32

2,235,409.56

2,234,931.71

2,234,668.65

2,233,788.89

2,233,568.25

2,233,464.03

2,233,409.20

2,233,096.43

2,233,072.07

2,232,908.57

2,232,481.37

2,230,943.37

2,218,195.07

2,212,409.47

M A

R K

SHEET ID

US Army Corps of Engineers

U S

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D E

A T

V E

O R

S A

R A

N C

I S

C O

M A

N T

O M

O U

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A L I F

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A N

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D A

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S O

L I C

I T

A T

I O

C O

N T

R A

P R

O J E

P E

W P

X X

W P

J U

A I R

W O

N G

B E

SOLICITATION

G-04

C H

A N

N E

T E

R L

I N

L I G

N M

E N

C O

N T

R O

O I N

A B

C01

C02

C03

C04

C05

C06

C07

C08

C09

C10

C11

C12

C13

∠01

∠02

∠03

∠04

∠05

∠06

∠07

∠08

∠09 ∠10

∠11

∠12

∠13

∠14

∠15

∠16

∠17

∠18 ∠19

∠163 ∠164

∠165

∠166

∠167

∠168

∠169

∠170

∠171

∠172

∠173

∠174 ∠175

REACH 2

STA 8+00 - STA 50+00

T S

S T

5.4

5.0

3.5

1.6

4.6

6.1

5.7

5.3

4.1

4.5

5.3

5.0

3.7

4.2

4.6

5.1

4.9

3.6

3.5

4.2

3.9

2.9

1.4

3.1

3.5

3.8

3.0

3.2

3.5

3.8

3.6

2.5

3.4

4.0

4.2

3.6

2.5

M A

T C

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SHEET ID

US Army Corps of Engineers

U S

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S A

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I S

C O

M A

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O M

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A L I F

O R

N I A

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L I C

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C O

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R A

P R

O J E

P E

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X X

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A I R

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SOLICITATION

C-01

D R

E D

G I N

L A

S T

100' 0' 100' 200'

GRAPHIC SCALE

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

DOCK TO BE REMOVED

(COORDINATE WITH PETALUMA SMALL

CRAFT CENTER FOR DOCK REMOVAL)

EXISTING PILES ARE

LOCATED BEHIND DOCK

C14

C15

C16

C17

C18

C19 C20

C21

C22

C23

∠20

∠21

∠22

∠23

∠24

∠25 ∠26

∠27

∠28

∠29

∠176

∠177

∠178

∠179

∠180

∠181

∠182

∠183

∠184

∠185

4.8

4.3

3.7

2.5

0.8

5.7

4.8

2.8

1.2

-0.1

M A

T C

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M A

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SHEET ID

US Army Corps of Engineers

U S

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S A

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T R

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O L

D E

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O R

S A

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C O

M A

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O M

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A L I F

O R

N I A

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C O

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R A

P R

O J E

P E

W P

X X

W P

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A I R

W O

N G

B E

SOLICITATION

C-02

100' 0' 100' 200'

GRAPHIC SCALE

D R

E D

G I N

L A

S T

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

C23

C24

C25

C26

C27

C28

C29

∠29

∠30

∠31

∠32

∠33

∠34

∠35

∠185

∠186

∠187

∠188

∠189

∠190

∠191

REACH 3

STA 50+00 - S

TA 124+00

7.2

7.0

5.5

3.3

6.9

7.7

7.1

5.5

3.2

0.8

M A

T C

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SHEET ID

US Army Corps of Engineers

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A L I F

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N I A

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L I C

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A T

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C O

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R A

P R

O J E

P E

W P

X X

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A I R

W O

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B E

SOLICITATION

C-03

D R

E D

G I N

L A

S T

100' 0' 100' 200'

GRAPHIC SCALE

REACH 2

STA 8+00 - STA 50+00

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

C30

C31

C32

C33

C34

C35

C36

C37

∠36

∠37

∠38

∠39

∠40

∠41

∠42

∠192

∠193

∠194

∠195

∠196

∠197

∠198

E A

PETALUMA

MARINA

4.6

7.2

8.0

8.2

7.7

8.2

8.9

8.2

6.0

5.5

M A

T C

I N

M A

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SHEET ID

US Army Corps of Engineers

U S

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S A

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I S

C O

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A L I F

O R

N I A

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A N

S I

D A

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I S

S U

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S O

L I C

I T

A T

I O

C O

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R A

P R

O J E

P E

W P

X X

W P

J U

A I R

W O

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B E

SOLICITATION

C-04

100' 0' 100' 200'

GRAPHIC SCALE

D R

E D

G I N

L A

S T

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

M ic ro s o ft C o rp o ra ti o n

D ig it a lG lo b e

C N

E S

D is tr ib u ti o n

A ir b u s

C36

C37

C38

C39

C42

C43

C44

C45

C46

C47

C48

∠41

∠42

∠43

∠44

∠45

∠47

∠48

∠49

∠50

∠51

∠52

∠53

∠197

∠198

∠199

∠200

∠201

∠203

∠204

∠205

∠206

∠207

∠208

∠209

C40

∠46

C41

∠202

M A

T C

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M A

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SHEET ID

US Army Corps of Engineers

U S

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D E

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S A

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I S

C O

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O M

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A L I F

O R

N I A

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A N

S I

D A

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I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

P R

O J E

P E

W P

X X

W P

J U

A I R

W O

N G

B E

SOLICITATION

C-05

SHOLLENBERGER SITE

100' 0' 100' 200'

GRAPHIC SCALE

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

NOTE:

FOR THE SEGMENTS OF THE CHANNEL MARKED

AS "NO DREDGE ZONE" AND "NO SPUD ZONE",

THE CONTRACTOR SHOULD AVOID DRIVING

SPUDS AND/OR DROPPING OF ANCHORS TO

PROTECT BURIED UTILITY PIPELINES.

D R

E D

G I N

L A

S T

C47

C48

C49

C50

C51

C52

C53

C54

C55

C56

C57

C58

C59

C60

C61

C62

∠52

∠53

∠54

∠55

∠56

∠57

∠58

∠59

∠60

∠61

∠62

∠63

∠64

∠65

∠66

∠67

∠208

∠209

∠210

∠211

∠212

∠213

∠214

∠215

∠216

∠217

∠218

∠219

∠220

∠221

∠222

∠223

R E

A C

S T

T A

4.3

6.2

7.8

9.2

10.8

11.4

11.1

10.1

M A

R K

SHEET ID

US Army Corps of Engineers

U S

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O R

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C O

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A L I F

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N I A

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L I C

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C O

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P R

O J E

P E

W P

X X

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B E

SOLICITATION

100' 0' 100' 200'

GRAPHIC SCALE

C-06

D R

E D

G I N

L A

S T

SHOLLENBERGER SITE

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

NOTE:

FOR THE SEGMENTS OF THE CHANNEL MARKED

AS "NO DREDGE ZONE" AND "NO SPUD ZONE",

THE CONTRACTOR SHOULD AVOID DRIVING

SPUDS AND/OR DROPPING OF ANCHORS TO

PROTECT BURIED UTILITY PIPELINES.

C62

C63

∠67 ∠68

∠223 ∠224

REACH 4

STA 124+00 - STA 214+00

8.0

9.5

9.8

9.7

9.0

7.9

7.5

9.0

9.5

9.3

9.0

7.8

7.3

8.1

9.1

9.2

9.0

7.9

7.0

7.9

9.1

8.2

7.2

8.2

9.5

9.4

9.2

8.4

7.3

8.4

9.8

10.2

9.8

9.0

7.6

8.8

10.3

10.9

10.3

9.2

7.8

9.5

10.7

11.1

10.7

9.4

8.0

9.1

10.6

11.3

10.9

9.7

8.3

9.4

10.9

11.4

11.1

9.9

8.5

9.8

11.3

11.4

11.1

10.1

8.7

9.8

11.0

11.6

11.2

10.2

8.5

9.7

10.9

11.5

11.3

10.3

8.8

10.0

11.2

11.5

11.3

10.5

8.9

10.0

11.2

11.5

10.3

8.4

10.1

11.3

11.5

11.3

10.4

8.7

10.2

11.1

11.2

10.4

7.8

10.5

11.1

11.2

10.3

9.0

10.1

11.2

11.5

10.2

9.1

10.3

11.7

11.8

11.6

10.2

8.7

10.3

11.5

12.0

11.7

10.5

8.9

8.8

10.2

11.5

11.9

10.8

8.8

7.3

8.8

10.1

11.5

11.9

11.8

10.9

9.1

8.5

10.2

11.6

11.9

10.7

9.1

10.3

11.3

11.8

11.7

10.8

9.3

10.3

11.4

11.9

11.7

10.5

9.2

10.5

11.4

11.7

11.6

10.5

9.3

10.4

11.5

11.7

11.6

10.5

9.3

8.7

10.4

11.6

11.8

11.6

10.8

9.4

7.6

8.6

10.7

11.5

11.9

11.5

10.7

9.5

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US Army Corps of Engineers

U S

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A L I F

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SOLICITATION

C-07

100' 0' 100' 200'

GRAPHIC SCALE

D R

E D

G I N

L A

S T

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

C63

C64

C65

C66

C67

∠68

∠69

∠70

∠71

∠72

∠224

∠225

∠226

∠227

∠228

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A L I F

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N I A

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D A

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I S

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S O

L I C

I T

A T

I O

C O

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R A

P R

O J E

P E

W P

X X

W P

J U

A I R

W O

N G

B E

SOLICITATION

C-08

100' 0' 100' 200'

GRAPHIC SCALE

D R

E D

G I N

L A

S T

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

C67

C68

∠72

∠73

∠228

∠229

REACH 5

STA 214+00 - STA 768+00

8.0

8.8

9.9

10.0

9.4

9.5

9.6

8.5

8.1

9.0

9.7

10.1

9.4

9.1

9.3

9.5

8.0

8.9

9.5

9.9

9.1

8.8

8.5

8.4

8.0

8.8

9.5

9.8

9.7

8.8

8.5

8.0

8.4

8.0

9.0

9.5

9.6

9.0

8.4

8.0

8.2

7.8

8.6

9.3

9.6

8.7

8.1

7.8

8.0

8.4

9.1

9.4

8.7

8.0

7.7

7.8

8.5

9.0

9.4

9.1

8.4

7.7

7.6

9.5

9.3

8.6

8.2

7.6

7.4

7.3

9.5

9.3

8.5

8.1

7.5

7.2

9.0

9.4

9.1

8.5

8.1

7.5

7.7

7.6

8.7

9.1

8.9

8.5

7.9

7.7

7.6

7.4

8.9

8.7

7.8

7.5

7.1

6.9

7.4

8.4

8.2

7.5

7.4

7.0

7.1

7.0

7.9

8.0

7.5

6.8

6.1

5.8

8.7

8.1

7.5

6.8

6.6

5.9

9.0

8.5

8.1

7.3

7.0

6.3

9.8

9.6

9.5

9.4

8.5

8.0

7.3

7.4

9.7

9.4

9.1

9.0

8.8

8.3

7.9

9.0

9.1

8.8

8.5

8.3

7.9

8.0

9.1

8.9

8.5

8.1

8.0

7.9

7.5

8.4

9.0

8.7

8.3

7.7

7.6

7.5

9.2

8.8

8.6

8.3

7.6

7.3

7.2

8.8

9.0

8.4

8.0

7.8

7.6

8.7

9.0

8.7

8.5

8.2

7.8

7.4

9.1

8.7

8.6

8.4

7.6

7.7

9.3

8.8

8.9

8.5

8.4

7.9

7.6

7.7

9.2

9.1

8.7

8.3

7.6

7.7

8.7

9.6

9.7

9.5

9.1

8.7

8.4

7.5

7.3

7.0

9.8

10.3

9.6

9.4

8.9

8.4

7.7

7.5

7.2

7.0

10.2

9.9

9.6

9.3

8.5

8.0

7.5

7.6

M A

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US Army Corps of Engineers

U S

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SOLICITATION

C-09

100' 0' 100' 200'

GRAPHIC SCALE

D R

E D

G I N

L A

S T

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

REACH 4

STA 124+00 - STA 214+00

C69

C70

C71

C72

C73

C74

C75

∠74

∠75

∠76

∠77

∠78

∠79

∠80

∠230

∠231

∠232 ∠233

∠234

∠235

∠236

13.1

12.1

11.1

15.0

13.7

12.3

9.9

10.2

10.5

10.9

11.0

10.9

10.5

10.0

9.8

9.0

0 2

M A

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SHEET ID

US Army Corps of Engineers

U S

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D A

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I S

S U

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S O

L I C

I T

A T

I O

C O

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R A

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O J E

P E

W P

X X

W P

J U

A I R

W O

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B E

SOLICITATION

C-10

100' 0' 100' 200'

GRAPHIC SCALE

D R

E D

G I N

L A

S T

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

C75

C76

C77

C78

C79

C80

C81

C82

∠80

∠81

∠82

∠83

∠84

∠85

∠86

∠87

∠236

∠237

∠238

∠239

∠240

∠241

∠242

∠243

R E

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S T

T A

11.2

12.2

12.7

12.6

12.7

12.6

13.0

11.7

10.6

11.9

12.6

12.7

12.9

12.7

12.5

12.4

10.5

12.0

13.2

13.7

13.6

13.5

13.0

12.3

M A

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SHEET ID

US Army Corps of Engineers

U S

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S A

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I S

C O

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A L I F

O R

N I A

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A N

S I

D A

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I S

S U

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S O

L I C

I T

A T

I O

C O

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R A

P R

O J E

P E

W P

X X

W P

J U

A I R

W O

N G

B E

SOLICITATION

C-11

D R

E D

G I N

L A

S T

100' 0' 100' 200'

GRAPHIC SCALE

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

C82

C83

C84

C85

C86

C87

C88

C89

C90

C91

∠87

∠88

∠89

∠90

∠91

∠92

∠93

∠94

∠95

∠96

∠243

∠244

∠245

∠246

∠247

∠248

∠249

∠250

∠251

∠252

12.7

14.6

15.9

16.0

17.4

16.8

16.1

15.3

14.9

14.0

12.5

15.1

15.3

16.2

17.5

18.0

17.0

15.8

14.6

13.4

M A

R K

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

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R S

S A

R A

N C

I S

T R

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O L

D E

A T

V E

O R

S A

R A

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I S

C O

M A

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O M

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A L I F

O R

N I A

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A N

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D A

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I S

S U

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S O

L I C

I T

A T

I O

C O

N T

R A

P R

O J E

P E

W P

X X

W P

J U

A I R

W O

N G

B E

SOLICITATION

100' 0' 100' 200'

GRAPHIC SCALE

C-12

D R

E D

G I N

L A

S T

C-23

C -2

C-10 C

C-27

KEY PLAN

C-16

LEGEND:

ELEVATION 0 TO -8'

CONTOUR -8"

CONTOUR -9'

PG&E GAS LINE

C89

C90

C91

C92

C93

C94

C95

∠95

∠96

∠97

∠98

∠99

∠100

∠251

∠252

∠253

∠254

∠255

∠256

C H

STA

214+00 - STA

768+00

S L

O U

G H

15.1

16.2

17.2

17.1

15.9

15.0

14.9

14.4

13.9

13.3

15.9

16.6

17.0

16.7

16.0

15.4

14.9

14.6

13.6

12.7

16.5

16.6

16.3

16.0

15.8

15.1

14.8

15.0

14.5

13.5

16.1

16.0

15.7

15.6

14.9

14.4

14.3

14.5

14.0

13.3

14.8

15.3

15.1

14.5

13.9

13.8

13.7

13.2

12.8

11.9

14.8

15.2

14.7

14.0

13.5

13.4

12.8

12.7

12.2

11.2

15.1

14.9

14.4

13.7

13.2

13.0

12.7

12.2

11.9

11.2

15.0

14.7

14.0

13.3

12.8

12.7

12.4

12.2

11.7

11.0

14.7

14.2

14.0

13.4

12.9

12.7

12.6

12.2

11.8

11.3

15.0

14.7

14.0

13.4

13.0

12.7

12.5

12.3

12.0

11.4

14.8

14.4

13.9

13.3

13.1

12.8

12.6

12.3

11.7

M A

R K

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S A

R A

N C

I S

T R

I C

O L

D E

A T

V E

O R

S A

R A

N C

I S

C O

M A

N T

O M

O U

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A L I F

O R

N I A

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A N

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D A

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I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

P R

O J E

P E

W P

X X

W P

J U

A I R

W O

N G

B E

SOLICITATION

100' 0' 100' 200'

GRAPHIC SCALE

C-13

D R

E D

G I N

L A

S T

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 15, 2020.