Redwood_City_Dredging_FY19_Plans_15Apr19.pdf
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY19\Plans\CAD\ Redwood_City_O&M_2019 (G01 - G03).dwg 15 Apr 2019 - 11:35am
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AS AWARDED / AS-BUILT / SOLICITATION/ 100% STATUS
US Army Corps of Engineers
San Francisco District
SAN MATEO COUNTY, CALIFORNIA
REDWOOD CITY HARBOR CHANNEL
MAINTENANCE DREDGING PROJECT
SOLICITATION NO: W912P7-19-B-0004
CONTRACT NO: W912P7-19-C-XXXX
ISSUE DATE: APRIL 2019
SUBMITTED BY:
SON T. HA, P.E. DATE
CHIEF, ENGINEERING BRANCH
APPROVED BY:
SUSAN J. KELLY, P.E. DATE
CHIEF, ENGINEERING AND TECHNICAL SERVICES DIVISION
PREPARED UNDER THE DIRECTION OF:
TRAVIS J. RAYFIELD
LT. COLONEL, C.E., 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 ER1110-1-8152.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF DRAWINGS IN THIS SET.
G-01
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C-01
C-02
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C-04
SAN MATEO
BAIR ISLAND
LOCATION MAP
NOT TO SCALE
SAN FRANCISCO
REDWOOD CITY
SAN CARLOS
AIRPORT
S
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REDWOOD CITY
HAYWARD
ALAMEDA
PROJECT
AREA
SF-11 DISPOSAL
SITE
G-02
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY19\Plans\CAD\ Redwood_City_O&M_2019 (G01 - G03).dwg 15 Apr 2019 - 11:34am
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2' ALLOWABLE OVERDEPTH
(PAID AND NON-PAID)
EL. 0.00 FEET MLLW
1' ALLOWABLE (PAID) OVERDEPTH
PROJECT DEPTH
NOTE:
SEE SECTION 35 20 23 DREDGING PARA. 1.6 FOR DETAILS.
1' ALLOWABLE OVERDEPTH (NON-PAID)
GENERAL NOTES:
1. THE REDWOOD CITY CHANNEL WAS SURVEYED BY THE CORPS OF
ENGINEERS, SAN FRANCISCO DISTRICT, ON 19 AND 20 MARCH 2019.
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 AS 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. PLANE GRID, BEARING AND COORDINATES ARE BASED ON THE STATE
OF CALIFORNIA COORDINATE SYSTEM NAD 83, LAMBERT CONFORMAL
PROJECTION, ZONE III CALIFORNIA, AS DESCRIBED IN SPECIAL
PUBLICATION NO. 253, PUBLISHED BY NATIONAL OCEAN SURVEY.
7. PROJECT DEPTH IS -30 FEET AT MLLW THE DISPOSAL SITES ARE
ALCATRAZ DISPOSAL SITE SF-11 & THE CONTRACTOR-FURNISHED
BENEFICIAL USE UPLAND SITE. SEE SECTION 00 10 00 PRICING
SCHEDULE AND SECTION 35 20 24 AQUATIC DISPOSAL FOR SITE
DETAILS.
8. TIDES DERIVED FROM PPRTK USING GEOID09 AND VDATUM MODELS
CALIBRATED TO RAZ-6 MLLW ELEVATION.
9. 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.
10. SEDIMENT SAMPLING AND TESTING RESULTS AVAILABLE UPON
REQUEST.
SHEET SHEET
NUMBER ID DESCRIPTION
01 G-01 COVERSHEET
02 G-02 SCHEDULE OF DRAWINGS, ALCATRAZ DISPOSAL SITE SF-11,
GENERAL NOTES AND TYPICAL DREDGING SECTION
03 G-03 PROJECT SITE REFERENCE
04 C-01 DREDGING PLAN
STA 0+00 - STA 52+00
05 C-02 DREDGING PLAN
STA 52+00 - STA 114+00
06 C-03 DREDGING PLAN
STA 114+00 - STA 166+00
07 C-04 DREDGING PLAN
STA 166+00 - STA 208+49
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
AREA
H
AREA
C
AREA
I
AREA
G
AREA
F
AREA
E
AREA
D
AREA
A
AREA
B
D
E 6006675
N 2127907
E
E 6006933
N 2127178
C
E 6005967
N 2128233
B
E 6005567
N 2128164
A
E 6005195
N 2127907
T
E 6005967
N 2127907
U
E 6005567
N 2127907
CENTER POINT COORDINATES
E 6005935
N 2127234
Q
E 6005967
N 2126732
R
E 6006167
N 2126732
P
E 6005967
N 2126632
L
E 6005367
N 2126707
N
E 6005767
N 2126658
O
E 6005767
N 2126632
M
E 6005367
N 2126658
K
E 6005085
N 2126707
J
E 6005367
N 2126411
I
E 6005767
N 2126249
H
E 6005967
N 2126235
F
E 6006467
N 2126387
G
E 6006167
N 2126261
S
E 6006467
N 2126907
ALCATRAZ ISLAND DISPOSAL SITE, SF-11
MATERIAL DISPOSED OF ONLY IN SUB-AREAS C, H, AND I (SHADED AREAS)
NOT TO SCALE
ACCEPTANCE REACHES
REACH 1: STA 0+00 TO STA 49+00
REACH 2A: STA 49+00 TO STA 72+00
REACH 2B: STA 72+00 TO STA 84+00
REACH 3A: STA 84+00 TO STA 114+00
REACH 3B: STA 114+00 TO STA120+00
REACH 4: STA 120+00 TO STA 169+00
REACH 5A: STA 169+00 TO STA 172+00
REACH 5B: STA 172+00 TO STA 208+49
VERTICAL CONTROL
NOAA STATION: 941.4523
HORIZONTAL GPS CONTROL
COAST GUARD D-BEACON
ABBREVIATIONS:
MLLW MEAN LOWER LOW WATER
PPRTK POINT POSITIONING REAL TIME KINEMATIC
A
H
E
A
R
E
A
E
A
R
E
A
R
E
A
∠1
∠2
∠3
∠4
∠5
∠6
∠7
∠8
∠9
∠10
∠11
∠12∠13
∠14
∠15
∠16
∠17
∠18
∠19
∠20 ∠21
∠22
∠23
∠24
∠25
∠26
∠27
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
REDWOOD CITY HARBOR
CHANNEL CONTROL POINTS
Point #
∠1
∠2
∠3
∠4
∠5
∠6
∠7
∠8
∠9
∠10
∠11
∠12
∠13
∠14
∠15
∠16
∠17
∠18
∠19
∠20
∠21
∠22
∠23
∠24
∠25
∠26
∠27
Easting
6,070,497.14
6,070,532.34
6,070,951.24
6,070,270.24
6,067,215.84
6,066,677.34
6,066,847.04
6,066,598.34
6,065,434.54
6,065,101.54
6,065,181.74
6,064,761.54
6,064,484.54
6,064,278.74
6,064,211.54
6,063,974.74
6,064,312.34
6,064,715.84
6,065,082.74
6,065,866.34
6,066,300.74
6,066,969.44
6,069,927.44
6,070,573.54
6,070,626.34
6,070,366.54
6,069,564.44
Northing
2,029,381.41
2,028,732.31
2,020,996.01
2,019,491.41
2,016,664.81
2,015,527.11
2,015,077.21
2,014,551.71
2,013,609.41
2,012,395.71
2,011,949.61
2,010,998.31
2,010,776.31
2,010,735.31
2,011,072.31
2,011,444.51
2,012,208.81
2,012,501.51
2,013,839.31
2,015,167.71
2,015,432.81
2,016,845.51
2,019,582.91
2,021,010.41
2,021,447.71
2,026,244.71
2,029,236.91
REDWOOD CITY HARBOR
CENTERLINE CONTROL POINTS
Point #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
Easting
6,070,036.33
6,070,516.34
6,070,776.14
6,070,762.44
6,070,098.84
6,067,092.64
6,066,541.74
6,066,573.94
6,065,258.64
6,064,908.74
6,064,278.74
Northing
2,029,309.11
2,026,252.81
2,021,455.81
2,021,003.21
2,019,537.11
2,016,755.11
2,015,591.31
2,015,255.01
2,013,724.31
2,012,448.61
2,010,735.31
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY19\Plans\CAD\ Redwood_City_O&M_2019 (G01 - G03).dwg 15 Apr 2019 - 11:35am
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NOTE:
REFER TO LOCATION MAP ON SHEET G-01 FOR PROJECT LOCATION.
1400'0' 700'
SCALE: 1" = 700'
2100'
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PROJECT SITE REFERENCE PLAN
43.6
43.3
43.4
.7
43.9
44.5
43.9
43.4
.7
45.2
44.6
.9
44.2
44.5
44.7
44.7
44.9
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45.4
45.8
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47.0
47.2
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52.2
52.0
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51.8
51.6
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51.7
51.6
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51.5
51.2
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50.9
50.7
50.4
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49.6
49.3
.9
48.5
48.1
47.6
47.0
46.6
.0
45.5
45.0
44.5
44.2
.7
43.3
42.7
.1
41.7
41.2
.9
40.5
40.2
39.9
39.6
43.7
.1
43.4
44.1
44.2
44.2
44.3
.6
43.8
43.7
.2
43.6
44.3
.3
44.4
44.5
44.5
44.9
45.2
44.7
45.9
.5
46.9
46.9
.0
47.5
47.8
.0
48.3
48.5
.7
48.9
49.2
.9
50.6
.9
51.0
51.1
51.0
51.3
51.2
.0
50.9
51.1
51.5
51.3
51.8
51.4
51.4
.9
50.8
50.6
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50.4
50.3
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.9
50.1
50.2
50.0
49.6
49.2
.7
48.2
47.6
47.1
46.6
46.1
.5
44.9
44.3
.7
43.2
42.7
.3
41.9
41.4
.8
40.3
40.0
39.4
.9
38.6
38.2
.8
37.3
44.6
43.7
43.7
44.1
44.3
.6
44.0
44.1
.0
44.3
44.5
44.4
44.3
44.9
45.1
46.1
.3
46.5
46.6
.2
47.7
47.4
.7
48.1
48.2
48.1
48.6
49.0
.5
50.2
50.5
50.7
50.8
.0
50.5
50.6
.3
50.8
50.9
50.5
51.1
50.5
50.7
50.6
.2
50.4
50.6
.4
50.3
50.2
.1
50.1
50.4
.5
50.7
50.9
50.8
50.6
50.3
49.8
.3
48.7
48.1
47.5
46.6
45.9
.3
44.5
43.9
.2
42.5
41.9
41.4
40.9
40.4
39.8
39.3
38.7
38.3
.8
37.4
37.1
.7
36.4
35.9
.5
43.9
43.9
.2
44.0
44.1
.1
44.3
44.8
.1
46.1
46.2
.3
46.5
46.6
.6
46.6
46.9
.4
47.4
47.6
48.3
48.6
48.4
48.5
49.0
.4
50.2
50.5
50.3
50.2
.1
50.6
50.5
.0
50.7
50.4
.6
50.5
50.3
50.4
50.2
50.0
49.9
.9
49.9
50.1
50.3
50.4
50.6
50.9
.1
51.1
51.1
.8
50.5
50.1
49.6
.0
47.9
47.3
.4
45.5
44.7
.0
43.2
42.6
.9
41.3
40.6
.0
39.5
39.0
38.6
.1
37.7
37.1
.7
36.1
35.7
.3
35.1
34.8
.4
43.9
.2
44.5
45.0
.0
46.4
46.1
46.0
46.0
45.9
.9
46.1
46.5
.7
46.8
46.9
.4
47.4
47.2
48.0
48.8
49.1
.4
49.8
49.3
.6
.0
49.9
50.2
49.8
50.3
49.9
.3
50.3
50.1
.1
50.1
50.0
.1
50.0
50.1
.1
50.1
50.4
.6
50.8
51.0
.2
51.2
51.0
50.7
50.2
49.8
48.9
.4
47.1
47.0
46.1
45.3
44.5
43.7
42.9
42.1
41.5
40.9
40.2
39.7
.2
38.7
38.2
37.7
37.2
36.8
36.4
36.1
35.6
35.2
34.7
.3
34.0
33.8
33.6
33.3
33.1
.6
45.2
45.4
45.5
45.8
45.5
46.1
46.4
.0
46.1
45.9
.2
46.6
46.4
.3
48.6
49.1
49.0
48.7
48.7
.9
49.0
49.0
.5
49.4
.0
.7
50.4
50.5
50.4
.3
50.2
50.1
50.1
50.2
50.3
.5
50.6
50.5
.6
50.5
50.6
.8
50.9
50.7
50.5
50.1
49.6
49.0
.9
47.2
46.7
.2
45.7
44.9
.1
43.4
42.5
.7
41.0
40.5
39.9
.4
38.9
38.4
.9
37.6
37.3
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36.7
36.6
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36.5
36.4
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36.0
35.7
35.3
34.6
34.1
33.5
33.2
33.1
45.4
45.6
45.6
45.8
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45.7
46.3
46.0
46.5
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47.3
47.5
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47.9
48.2
48.3
48.5
48.5
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48.8
49.3
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50.1
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50.3
50.4
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50.4
50.5
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50.6
50.6
50.6
50.6
50.6
50.5
50.5
50.4
50.3
50.1
49.8
49.4
49.1
48.7
47.7
47.2
46.8
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45.9
45.0
44.3
43.7
43.0
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41.5
40.9
40.3
39.7
39.1
38.6
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37.5
37.0
36.6
36.2
35.9
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35.4
35.3
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35.6
35.9
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36.2
36.2
36.3
36.0
35.1
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33.3
32.6
46.1
45.3
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45.4
45.8
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47.3
47.3
47.1
47.4
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47.7
48.0
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48.6
48.8
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49.8
49.7
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50.0
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50.3
50.3
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50.3
50.4
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50.6
50.6
50.6
50.5
50.4
50.2
50.0
49.9
49.6
49.2
48.5
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46.8
46.7
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45.6
44.9
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44.0
43.3
42.5
41.8
41.3
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40.2
39.6
39.1
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38.1
37.6
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36.8
36.5
36.3
36.1
36.0
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35.7
35.5
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35.5
35.7
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36.0
35.9
35.5
34.9
34.5
33.7
32.8
31.9
31.5
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46.2
46.6
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46.9
47.1
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47.6
47.9
48.3
48.4
48.5
48.9
48.6
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49.3
49.6
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49.7
49.8
50.0
50.0
49.9
50.0
50.0
50.1
50.1
50.0
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50.1
49.9
49.7
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48.8
47.9
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46.3
45.7
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44.9
44.4
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43.7
43.2
42.7
42.0
41.2
40.7
40.2
39.7
39.2
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38.1
37.8
37.7
37.5
37.4
37.3
37.2
37.1
37.1
37.0
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36.8
36.7
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36.4
36.4
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36.4
36.2
36.0
35.7
35.0
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32.1
31.2
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30.0
46.6
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47.2
47.0
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47.6
47.7
47.7
48.0
48.1
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48.6
48.8
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49.1
49.5
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50.0
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49.9
49.9
49.9
49.7
49.8
49.7
49.6
49.5
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49.1
48.7
47.4
46.5
45.9
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45.0
44.4
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43.9
43.6
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42.7
42.0
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40.9
40.3
39.8
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38.7
38.3
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38.1
37.9
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38.1
38.0
37.8
37.7
37.8
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37.8
37.6
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37.1
36.9
36.7
36.6
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36.2
36.1
35.9
35.4
34.6
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30.6
28.9
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26.4
46.8
47.1
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47.5
47.8
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48.2
48.6
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48.8
49.1
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49.2
49.5
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49.9
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49.9
50.0
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49.8
49.6
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48.9
48.5
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46.4
46.1
45.5
45.0
44.5
43.8
43.3
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42.6
42.2
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41.3
40.6
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39.6
39.0
38.5
38.1
37.6
37.3
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37.5
37.3
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36.9
37.1
36.7
36.7
36.5
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36.4
36.0
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35.6
35.3
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35.2
35.4
35.3
34.5
34.7
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33.1
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27.6
25.8
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23.8
47.2
47.8
48.1
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48.2
48.3
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48.6
48.7
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48.8
49.2
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49.3
49.9
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50.0
50.0
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49.3
48.9
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46.9
46.3
45.8
45.2
44.8
44.3
43.8
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42.9
42.3
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41.3
41.1
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40.2
39.4
38.9
38.4
37.9
37.3
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36.6
36.4
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36.5
36.9
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36.6
36.6
36.3
36.0
35.8
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35.7
35.3
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35.4
35.3
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34.9
34.7
34.5
34.6
34.6
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31.9
29.9
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25.9
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47.7
47.7
47.7
47.7
48.2
48.1
48.4
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48.5
49.5
49.7
49.2
49.3
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49.6
49.4
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48.5
46.9
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45.6
45.0
44.5
44.1
43.5
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42.4
41.9
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41.2
40.6
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39.1
38.7
38.1
37.7
37.3
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36.4
36.0
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35.4
35.7
36.3
36.8
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37.1
36.9
36.6
36.4
36.1
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36.0
35.7
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35.6
35.7
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35.0
34.6
34.5
34.3
33.9
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31.8
29.3
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24.8
23.4
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21.7
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47.5
47.6
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49.1
49.7
48.8
49.0
48.8
48.8
48.7
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48.5
48.2
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46.3
46.2
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44.4
43.7
43.0
42.5
42.1
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41.3
40.9
40.1
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39.0
38.7
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37.7
37.3
36.9
36.4
35.7
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34.6
34.1
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33.6
33.9
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35.6
36.0
36.0
36.0
35.8
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35.8
35.6
35.2
35.1
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34.8
34.6
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34.7
34.4
34.1
33.6
33.5
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32.3
30.3
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24.9
22.9
21.6
20.8
48.8
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47.9
48.1
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47.7
47.6
47.8
47.8
47.7
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46.2
45.6
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44.3
43.8
43.2
42.3
41.5
40.9
40.2
39.9
39.9
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38.7
38.1
37.4
37.0
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36.5
35.8
35.5
35.2
34.7
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34.1
33.8
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33.2
33.4
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34.6
35.0
35.0
35.0
34.8
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34.4
34.2
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34.2
34.3
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34.4
34.5
34.1
33.5
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32.8
32.5
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31.3
29.6
27.0
24.3
22.2
20.8
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46.6
47.2
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47.0
47.0
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46.5
45.9
45.5
45.0
44.2
43.5
42.9
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41.3
40.6
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39.5
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38.3
37.8
38.0
37.5
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36.4
36.0
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35.7
35.8
35.5
35.5
35.6
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35.2
35.3
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35.0
34.7
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35.4
35.6
35.8
35.4
35.1
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34.6
34.3
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34.2
34.1
34.1
34.1
34.2
34.1
33.3
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32.2
31.5
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30.1
28.3
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23.5
21.5
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19.6
46.3
46.1
45.4
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45.2
44.9
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43.8
43.3
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41.3
40.4
39.8
39.3
38.8
38.4
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37.3
36.4
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36.3
36.1
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36.0
35.8
35.9
36.2
36.3
36.1
36.2
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36.3
36.3
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36.2
36.2
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36.5
36.6
36.7
36.5
36.0
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35.1
35.4
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35.1
35.0
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35.0
34.9
34.8
34.7
34.3
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33.0
32.1
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29.6
27.5
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22.5
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44.7
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44.0
43.5
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42.4
41.6
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40.0
39.4
38.6
37.9
37.1
36.4
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35.9
36.1
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35.2
35.4
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35.5
35.4
35.6
35.8
35.9
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36.2
36.3
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36.2
36.0
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36.0
36.1
36.2
36.2
36.0
35.9
35.5
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34.7
34.7
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34.7
34.5
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34.8
34.6
34.2
33.7
33.3
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32.0
31.9
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31.2
30.0
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24.9
22.0
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18.9
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42.2
41.6
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40.0
39.5
38.7
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37.2
36.5
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35.3
34.7
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33.8
33.6
34.2
34.7
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35.1
35.3
35.3
35.5
35.7
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36.0
36.1
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35.7
35.5
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35.4
35.5
35.7
36.0
36.2
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35.9
35.6
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34.7
34.4
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34.2
34.1
34.1
33.7
33.2
32.7
32.3
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32.2
32.5
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32.6
31.3
28.9
26.0
22.6
20.0
18.9
18.6
40.0
39.5
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37.9
37.1
36.5
36.1
35.5
34.6
33.8
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32.9
32.6
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32.4
33.4
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34.6
34.9
35.3
35.5
35.5
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35.6
35.6
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35.5
35.6
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35.1
35.2
35.3
36.0
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36.4
35.9
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34.9
34.4
34.0
33.7
33.6
33.4
33.0
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32.2
32.1
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32.9
33.2
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32.4
30.6
28.5
26.2
23.8
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18.9
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36.4
35.9
35.4
34.8
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32.7
32.2
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31.2
30.9
31.4
32.5
33.7
34.2
34.2
34.1
34.6
35.0
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35.1
35.3
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35.1
35.1
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35.2
35.2
35.7
36.1
36.1
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35.0
34.3
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33.8
33.1
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33.3
33.8
33.4
32.9
32.3
32.2
32.3
32.2
32.5
33.0
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30.8
29.3
27.4
25.7
23.7
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17.5
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34.1
33.2
32.4
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31.1
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30.0
30.0
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31.5
32.6
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33.2
33.4
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33.8
34.0
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34.6
34.8
34.7
34.3
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34.9
35.1
35.5
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34.2
33.7
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33.2
33.0
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32.4
33.2
33.4
32.8
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32.1
32.0
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31.7
30.7
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28.3
26.9
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22.2
18.8
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31.7
32.1
31.7
31.2
29.4
29.3
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29.9
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30.7
31.2
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32.2
32.6
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32.7
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33.3
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34.5
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34.6
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34.8
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34.3
33.5
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33.6
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33.3
32.4
33.1
33.0
32.5
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33.3
32.6
31.6
31.2
30.6
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28.4
26.5
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28.6
28.4
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29.3
29.4
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31.2
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32.3
32.1
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32.3
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33.2
33.7
33.8
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33.4
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33.8
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31.6
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16.9
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27.5
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28.3
28.6
29.2
29.3
29.5
30.2
30.6
30.6
30.8
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31.7
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34.4
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33.3
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33.5
33.3
33.1
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32.8
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31.9
31.4
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30.3
30.8
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30.4
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15.6
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26.7
26.9
27.0
27.4
28.2
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29.5
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33.3
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31.2
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30.8
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32.5
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31.9
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31.2
31.4
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31.8
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31.4
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R e d a c o n a c
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY19\Plans\CAD\ RC_O&M_2019.dwg 15 Apr 2019 - 11:30am
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O
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AS AWARDED / AS-BUILT / SOLICITATION/ 100% STATUS
D R
E D
G I N
G
P
L A
N
S T
A
S
400'0' 200'
SCALE: 1" = 200'
600'
SHEET INDEX
C-01
C-02
C-03
C-04
DREDGING PLAN
CHANNEL TOE, TYP.
LEGEND
-29.0 FEET
-29.5 FEET
-30.0 FEET
-29.0 TO -29.5
-29.5 TO -30.0
BEACON
BUOY
R a c a c a c
G r e a c r e a c r e a c
MATCHLINE - SHEET C-03
M A
T C
H L
I N
E
S
H E
∠3
∠4
∠23
∠24
∠25
C3
C4
C5
A1
A2
A3
A4
G r e a c o n
R
E
A
R
E
A
R
E
A
C-02
M A
R K
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L
D E
N
G
A T
E
A
V E
S A
N
F
R A
N C
I S
C O
C
A
S A
N
M
A T
U
N T
Y
C
A L I F
O R
N I A
R E
D W
O O
D
C
I T
Y
H
A R
B O
R
C
H A
N N
E L
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P
R O
J E
C T
C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY19\Plans\CAD\ RC_O&M_2019.dwg 15 Apr 2019 - 11:31am
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
F
S
U N
F
S
U N
P D
T
S
H
A
A N
S I
D
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
A P
R I L
W P
B
W P
C x x x x
D E
S C
R I P
T I O
N D
A T
E
D R
A W
I N
G
N
O
R C
AS AWARDED / AS-BUILT / SOLICITATION/ 100% STATUS
D R
E D
G I N
G
P
L A
N
S T
A
SHEET INDEX
C-01
C-02
C-03
C-04
SHEET INDEX
400'0' 200'
SCALE: 1" = 200'
600'
AREA WITH TWO FEET OF
PAID OVERDEPTH
DREDGING PLAN
AREA WITH TWO FEET OF
PAID OVERDEPTH ANGLE POINTS
PT EASTING NORTHING
A1 6,070,338.61 2,020,491.36
A2 6,070,497.24 2,020,417.30
23 6,069,927.44 2,019,582.91
C5 6,070,098.84 2,019,537.11
A3 6,069,702.43 2,019,170.26
A4 6,069,804.28 2,019,060.20
A5 6,068,499.61 2,018,261.56
A6 6,068,703.36 2,018,041.39
CHANNEL TOE, TYP.
LEGEND
-29.0 FEET
-29.5 FEET
-30.0 FEET
-29.0 TO -29.5
-29.5 TO -30.0
2' PAID OVERDEPTH
R a c
R a c
G r e a c
R a c
G r e a c
MATCHLINE - SHEET C-04
∠5
∠6
∠7
∠8
∠20
∠21
∠22
C6
C7
C8
A5
A6
G r e a c o n
R
E
A
E
A
C-03
M A
R K
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L
D E
N
G
A T
E
A
V E
S A
N
F
R A
N C
I S
C O
C
A
S A
N
M
A T
U
N T
Y
C
A L I F
O R
N I A
R E
D W
O O
D
C
I T
Y
H
A R
B O
R
C
H A
N N
E L
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P
R O
J E
C T
C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY19\Plans\CAD\ RC_O&M_2019.dwg 15 Apr 2019 - 11:32am
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
F
S
U N
F
S
U N
P D
T
S
H
A
A N
S I
D
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
A P
R I L
W P
B
W P
C x x x x
D E
S C
R I P
T I O
N D
A T
E
D R
A W
I N
G
N
O
R C
AS AWARDED / AS-BUILT / SOLICITATION/ 100% STATUS
D R
E D
G I N
G
P
L A
N
S T
A
S
SHEET INDEX
C-01
C-02
C-03
C-04
MATCHLINE - SHEET C-02
400'0' 200'
SCALE: 1" = 200'
600'
AREA WITH TWO FEET OF
PAID OVERDEPTH
DREDGING PLAN
CHANNEL TOE, TYP.
LEGEND
-29.0 FEET
-29.5 FEET
-30.0 FEET
-29.0 TO -29.5
-29.5 TO -30.0
2' PAID OVERDEPTH
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