W912P721B0003 Redwood City FY21 Plans .pdf
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- Redwood City Channel Maintenance Dredging
- Solicitation number
- W912P721B0003
About this file
This federal contract opportunity is an Invitation for Bid for maintenance dredging of the Redwood City Channel in San Mateo County, California. The scope of work includes contour dredging of the channel to a depth of 30 feet below mean lower low water plus 2 feet of overdepth, transporting dredged material to a government-furnished offshore site and a contractor-furnished beneficial reuse upland site. This is a small business set aside issued by the Department of the Army Corps of Engineers San Francisco District. The contract type will be firm fixed price. The North American Industry Classification System code applicable is 237990.
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY21\Plans\CAD\ Redwood_City_O&M_2021 (G01 - G03).dwg 16 Mar 2021 - 3:24pm
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SOLICITATION
US Army Corps of Engineers
San Francisco District
SAN MATEO COUNTY, CALIFORNIA
REDWOOD CITY HARBOR CHANNEL
FY21 MAINTENANCE DREDGING PROJECT
SOLICITATION NO: W912P7-21-B-0003
CONTRACT NO: W912P7-21-C-00XX
ISSUE DATE: MARCH 2021
G-01
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C-01
C-02
C-03
C-04
SAN MATEO
BAIR ISLAND
LOCATION MAP
NOT TO SCALE
SAN FRANCISCO
REDWOOD CITY
SAN CARLOS
AIRPORT
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REDWOOD CITY
HAYWARD
ALAMEDA
PROJECT
AREA
SF-11 DISPOSAL
SITE
15 Mar 2021
16 Mar 2021
SUBMITTED BY:
SON T. HA, P.E., P.M.P. DATE
CHIEF, ENGINEERING BRANCH
APPROVED BY:
SUSAN 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.
G-02
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY21\Plans\CAD\ Redwood_City_O&M_2021 (G01 - G03).dwg 08 Mar 2021 - 8:06am
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GENERAL NOTES:
1. THE REDWOOD CITY CHANNEL WAS SURVEYED BY THE CORPS OF
ENGINEERS, SAN FRANCISCO DISTRICT, ON 8 AND 9 DECEMBER 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 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 REUSE 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 PLAN AND CHANNEL CONTROL
POINT TABLES
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
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 84+00
REACH 2: STA 84+00 TO STA 111+00
REACH 3: STA 111+00 TO STA 122+00
REACH 4: STA 122+00 TO STA 164+00
REACH 5: STA 164+00 TO STA 177+00
REACH 6: STA177+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
EL. 0.00 FEET MLLW
2' ALLOWABLE (PAID) OVERDEPTH
PROJECT DEPTH
NOTE:
SEE SPECIFICATION SECTION 35 20 23 (DREDGING) FOR DETAILS.
MATERIAL TO BE DREDGED USING
CONTOUR DREDGING (PAID)
NO DREDGING ON SIDE SLOPES
(SEE NOTE)
EXISTING CHANNEL BOTTOM
SIDE-SLOPE PRISM
CHANNEL WIDTH VARIES
SEE PLAN
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
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
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∠1
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∠15
∠16
∠17
∠18
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∠20 ∠21
∠22
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∠24
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C1
C2
C3
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY21\Plans\CAD\ Redwood_City_O&M_2021 (G01 - G03).dwg 08 Mar 2021 - 8:07am
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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
.2
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45.1
45.2
45.2
45.2
45.5
45.9
46.9
47.7
47.7
47.7
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48.9
49.5
49.6
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51.5
51.7
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52.3
52.0
52.1
52.3
52.5
52.4
52.1
52.1
.9
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51.3
51.1
50.9
50.8
.7
.4
.3
49.9
49.6
49.1
48.6
.1
.6
.1
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46.3
45.9
45.4
44.7
44.3
43.8
44.4
44.1
44.3
44.4
44.4
44.2
44.6
44.9
.2
.3
.3
45.3
45.5
45.5
46.6
46.9
47.1
47.3
47.6
48.2
.4
.4
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49.0
49.1
49.4
49.9
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51.3
.7
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51.5
51.5
51.6
51.5
51.5
51.6
51.9
51.8
51.7
.4
.0
50.6
50.3
50.1
.9
49.8
49.6
49.8
.1
49.9
49.7
49.4
49.0
48.5
.0
.3
.8
46.3
45.8
45.3
44.8
44.2
43.6
43.1
42.5
42.0
41.5
41.1
40.7
40.3
39.8
44.7
44.6
44.5
44.7
44.9
.8
.1
.4
46.0
46.6
46.8
46.7
47.0
47.5
47.5
47.6
48.1
.5
.7
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49.1
49.4
49.7
.4
.9
51.5
51.8
.6
.4
.3
51.2
51.4
51.4
51.3
51.4
51.3
51.1
50.8
50.6
50.6
50.4
50.1
.9
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49.8
.1
.1
.3
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50.4
50.3
49.9
49.4
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47.0
46.2
45.5
45.0
44.3
43.8
42.9
42.2
.7
41.1
40.5
40.0
.6
39.1
38.7
38.3
44.7
45.1
.6
.6
.6
46.5
46.7
47.0
47.3
47.2
47.3
47.5
47.7
47.7
.0
.6
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48.9
49.3
49.2
49.9
.5
50.6
50.6
50.7
50.8
.2
51.2
51.3
51.2
51.1
51.0
.7
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.2
50.1
49.9
49.8
49.7
.7
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50.1
50.2
50.4
.7
.7
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50.6
50.3
50.0
49.5
.1
.7
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46.9
45.9
45.1
44.4
43.7
43.0
42.4
.8
40.9
40.4
.8
.2
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38.2
37.8
37.4
37.1
.6
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46.6
46.4
46.4
46.7
46.8
47.0
47.1
47.4
47.8
.6
.7
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49.2
49.6
49.9
.0
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50.2
50.2
50.2
50.3
50.1
50.2
50.6
50.5
50.4
50.3
.3
.1
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49.9
49.8
50.0
49.9
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50.2
50.3
50.4
50.6
.8
.7
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50.2
49.7
49.3
48.8
.0
.4
.7
45.7
44.9
44.0
43.3
42.6
41.8
.3
40.7
40.2
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37.4
37.0
36.6
36.2
35.9
46.7
46.6
46.6
46.7
46.8
47.1
47.2
.1
.1
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49.2
48.9
49.0
49.2
49.3
49.7
49.8
50.0
50.1
50.0
50.2
50.2
50.2
50.3
50.4
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50.3
50.5
50.4
50.4
50.4
50.4
50.5
50.7
50.7
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49.6
49.1
48.6
48.0
47.2
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44.4
43.7
43.0
42.1
41.3
40.7
40.2
39.7
39.2
38.7
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.2
37.0
36.7
36.5
36.4
36.4
36.4
36.3
46.5
46.7
46.9
47.5
48.0
48.0
.2
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48.7
48.7
49.0
48.9
49.3
49.7
49.9
50.1
50.1
50.0
50.1
50.2
50.2
50.4
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51.0
50.8
50.7
50.6
50.3
50.3
50.2
49.8
49.7
49.3
49.0
48.8
48.2
47.5
46.8
46.1
.4
.6
.8
.1
42.4
41.6
41.1
.6
39.9
39.3
38.8
38.2
37.8
.4
.9
.4
36.0
35.6
35.4
35.2
35.2
35.3
35.7
36.0
36.2
47.4
47.5
.9
.9
.2
48.6
48.8
48.9
49.3
49.6
49.6
49.7
49.9
50.1
50.3
50.2
50.1
50.1
50.1
.1
.2
.3
50.4
50.4
50.5
50.5
50.2
50.0
.8
.3
48.8
48.4
47.9
47.5
47.0
46.6
45.6
44.9
44.2
.5
.8
.0
41.3
40.8
.1
39.5
39.2
38.7
38.2
37.7
37.3
.9
.7
.5
.4
36.0
35.7
35.6
35.5
35.4
35.4
35.6
35.7
35.8
48.9
49.1
49.1
49.0
49.3
49.3
49.6
49.6
49.8
.9
.9
.9
49.8
49.6
49.7
49.8
49.9
49.9
50.0
50.0
49.9
.5
.0
.5
48.1
47.4
46.7
46.0
45.7
45.2
44.7
44.1
43.4
.8
.2
41.5
40.7
40.3
39.7
39.1
38.7
38.2
37.7
37.6
37.4
37.2
.2
.1
.1
37.2
37.2
36.8
36.6
36.6
36.5
36.4
36.3
36.5
.5
.5
48.7
48.8
48.9
48.9
49.0
49.1
49.3
.6
.7
.9
50.0
49.9
49.8
49.6
49.5
49.4
49.4
49.3
49.1
.9
.4
.9
47.2
46.6
46.3
45.4
44.7
44.3
44.0
43.6
43.1
42.7
41.8
41.2
40.5
39.7
39.2
38.8
38.3
37.9
37.8
37.7
37.7
37.8
.8
.8
.6
.7
37.8
38.0
37.8
37.5
37.2
37.0
36.8
36.7
36.6
.4
.2
49.1
49.2
49.3
49.4
49.3
.5
.5
.7
.7
49.8
50.0
.0
49.9
49.6
49.3
49.0
48.6
48.3
.6
.1
.8
46.0
45.5
44.8
44.1
43.5
43.0
42.7
42.3
.8
41.2
40.5
40.0
.2
38.6
38.0
37.7
37.2
37.2
37.2
37.0
36.9
.8
.7
.8
.5
36.6
36.6
36.5
36.3
35.9
35.6
35.5
35.2
35.2
.4
.7
.1
34.7
49.4
49.3
49.3
.2
.8
.4
49.5
49.7
49.7
49.8
49.5
49.2
48.6
48.2
47.3
.8
.2
.7
45.1
44.6
44.1
43.6
42.9
42.3
41.9
.4
.0
40.8
40.0
.3
.8
38.2
37.2
36.8
36.5
36.2
36.3
36.3
36.3
36.6
.6
.6
.3
36.0
35.8
35.5
35.6
35.7
35.4
35.5
35.3
35.1
35.0
.8
.6
.5
34.6
34.4
48.6
.9
.9
.7
.5
49.5
49.2
49.1
48.9
48.6
48.2
47.4
46.6
46.0
.3
.8
.2
43.6
43.0
42.6
42.3
41.6
41.1
40.4
40.0
39.5
39.0
.5
.0
.7
37.1
36.2
35.9
35.4
35.1
35.2
35.6
36.2
36.6
.9
.9
.6
36.3
36.0
35.8
35.8
35.8
35.6
35.6
35.4
35.4
.2
.8
.5
34.4
34.2
33.7
32.8
.7
.4
.2
49.1
48.9
48.8
48.5
47.9
47.0
46.4
46.1
45.4
44.7
.9
.2
.6
42.0
41.5
41.0
.7
40.3
39.5
38.9
38.5
37.9
.5
.2
.8
.3
35.5
34.7
34.2
33.7
33.2
33.2
33.8
34.5
.4
.8
.7
.8
35.7
35.6
35.6
35.3
35.0
35.0
35.0
34.7
34.4
.6
.5
.2
33.8
33.5
33.3
32.8
.2
48.0
48.0
47.8
46.9
46.4
45.8
45.1
44.5
43.8
.2
.4
41.6
40.9
.1
39.5
39.5
39.1
38.6
38.1
37.5
36.9
.6
.1
.6
.3
35.1
34.6
34.4
33.6
33.3
32.9
32.8
33.2
33.8
.5
.8
.9
34.9
34.8
34.6
34.3
34.1
34.2
34.2
34.3
34.4
.4
.4
.0
33.3
32.9
32.6
32.4
31.8
46.8
46.1
45.7
45.1
44.3
43.6
42.8
.1
41.5
40.8
40.1
39.2
38.5
38.1
37.6
37.6
37.2
36.7
36.4
36.0
.5
.6
.5
35.3
35.5
35.5
35.5
35.2
35.2
34.9
34.7
34.5
.0
.0
.2
35.3
35.0
34.8
34.6
34.4
34.1
34.1
34.1
34.1
34.2
.3
.2
.6
33.1
32.6
32.1
31.4
30.9
29.7
44.8
44.0
43.3
42.3
.4
40.4
.8
.1
.6
38.4
37.7
36.8
36.1
36.0
35.9
35.9
35.8
35.8
.9
.9
.0
36.0
35.9
36.1
36.2
36.3
36.0
36.1
36.0
36.0
.0
.1
.2
36.3
36.0
35.7
35.3
35.1
35.2
35.0
34.8
34.8
.0
.9
.7
34.6
34.3
33.9
33.2
32.4
31.5
30.4
40.6
40.1
.4
.7
.8
37.1
36.4
36.2
35.9
35.7
35.1
35.1
35.2
35.5
.5
.4
.5
35.7
35.7
36.0
36.2
36.2
36.0
36.0
35.9
35.7
.9
.9
.7
35.6
35.5
35.2
34.9
34.6
34.3
34.3
34.4
34.1
.9
.1
.2
34.0
33.5
33.0
32.7
31.9
31.0
31.1
.3
30.7
.1
.3
36.5
36.0
35.3
34.6
34.1
33.8
33.5
34.1
34.4
.7
.0
.2
.2
35.6
35.7
35.8
35.7
35.6
35.7
35.4
35.5
35.3
.1
.4
.4
35.6
35.6
35.7
35.4
34.8
34.5
34.2
34.0
33.7
.6
.4
.2
32.8
32.6
31.9
31.5
31.3
31.5
32.3
32.4
.9
30.5
35.6
34.8
33.9
33.3
32.7
32.3
32.1
32.5
33.5
.0
.6
.9
35.4
35.3
35.6
35.9
35.5
35.4
35.5
35.6
35.2
.1
.1
.2
35.5
36.0
36.2
36.0
35.4
34.9
34.5
34.1
33.7
33.4
.0
.8
.5
32.2
31.7
31.5
31.7
32.0
32.8
32.9
32.3
.3
.4
32.3
31.7
31.1
30.8
.5
32.8
.7
.1
.1
34.1
34.5
34.9
35.0
35.2
35.3
34.9
35.2
35.3
.9
.1
.4
35.8
36.0
35.4
34.8
34.1
33.8
33.4
33.0
32.5
.5
.0
.8
32.4
31.9
31.8
32.0
31.9
32.1
32.4
32.1
.2
30.1
.5
30.3
30.3
30.7
31.8
.6
.0
33.2
33.3
33.4
33.6
34.0
34.4
34.6
34.7
34.6
.5
.8
.0
35.1
35.2
35.2
35.1
34.3
33.3
33.0
32.7
32.6
.4
.4
.1
32.7
32.4
32.1
32.2
32.2
31.9
31.9
.7
30.8
29.7
.0
.7
.0
30.6
31.0
31.9
.2
32.4
32.6
32.6
32.6
32.9
33.4
33.6
34.0
33.9
.8
.9
.1
34.3
34.3
34.5
34.6
34.4
33.8
32.8
33.1
33.1
.3
.8
.5
31.8
32.5
32.2
31.8
32.7
32.8
.9
30.8
30.7
30.4
.3
.5
23.4
30.7
31.3
31.6
31.8
32.0
32.1
32.0
32.2
32.4
32.8
.9
.3
.3
33.2
33.2
33.7
34.0
34.0
33.9
33.5
33.6
33.1
.6
.7
.3
32.1
32.5
32.0
31.7
32.2
32.1
31.9
.2
30.9
30.6
30.8
.8
.4
21.2
.7
.9
.9
.8
31.1
.3
.7
32.0
31.9
.2
.3
32.5
32.7
32.8
33.3
34.5
34.4
33.0
33.3
33.0
.8
.9
.6
32.4
32.4
32.1
32.0
32.0
32.0
31.2
30.9
30.7
30.6
30.8
30.0
28.5
21.4
17.4
29.7
29.7
30.3
.0
31.4
31.4
31.5
31.9
32.0
32.1
32.2
33.4
33.4
33.4
32.9
33.0
.5
.7
.7
32.2
32.1
32.2
32.1
31.9
31.8
30.6
.6
.3
31.0
30.9
30.2
29.3
24.6
17.2
28.5
28.9
.1
.9
30.4
30.7
.7
.9
31.0
31.8
32.0
32.6
33.2
33.1
.0
.7
.3
32.7
32.3
32.2
31.8
32.1
32.0
31.6
30.2
30.3
.1
31.2
31.2
30.4
30.0
29.4
22.6
14.3
.5
.0
28.4
.0
.1
.2
.1
30.8
30.8
.4
32.3
.0
.3
.4
33.0
32.5
32.7
32.7
32.5
31.8
.6
.2
30.6
.8
.5
.8
30.5
30.7
.5
29.6
24.9
17.8
25.4
26.1
26.7
28.0
.5
30.3
30.2
30.8
.0
30.6
31.3
.6
.6
32.9
32.5
32.9
32.8
32.7
32.2
.4
30.4
30.0
.5
30.0
30.3
30.4
30.4
.2
29.7
28.3
21.4
.5
24.7
25.7
27.4
29.3
30.4
30.3
30.5
.0
30.8
30.5
31.3
32.2
33.0
32.8
32.6
32.9
32.0
.9
.0
.2
31.0
30.7
30.7
30.1
.7
.3
.1
29.3
26.8
.0
.4
.0
.1
.9
.8
.1
.5
.2
.9
.5
.7
.9
.0
.3
.8
.6
.5
.5
.3
.9
.5
.0
.9
.3
.3
.7
.7
.3
.0
.6
.1
.4
.3
.3
.5
.5
.0
.9
.1
.6
.3
.8
.0
.7
.8
.8
.8
.4
.0
.6
.7
.1
R e d a c o n a c
G r e u y
M A
T C
H L
I N
E
S
H E
∠1
∠2
∠26
∠27
C1
C2
R
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A
C-01
M A
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
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US Army Corps of Engineers
U S
A
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P
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY21\Plans\CAD\ RC_O&M_2021.dwg 08 Mar 2021 - 8:05am
D E
S I G
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D R
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D R
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P
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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
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A
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A
C-02
M A
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
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US Army Corps of Engineers
U S
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY21\Plans\CAD\ RC_O&M_2021.dwg 08 Mar 2021 - 8:04am
D E
S I G
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D R
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G
P
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SHEET INDEXSHEET INDEX
400'0' 200'
SCALE: 1" = 200'
600'
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
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R a c
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MATCHLINE - SHEET C-04
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G r e a c o n
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C:\Users\L3ET9FS9\Desktop\E-Documents\O&M\RedwoodCity\RedwoodCityFY21\Plans\CAD\ RC_O&M_2021.dwg 08 Mar 2021 - 8:04am
D E
S I G
N E
D
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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
M A
R C
H
W P
B
W P
C
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
SOLICITATION
D R
E D
G I N
G
P
L A
N
S T
A
S
SHEET INDEX
MATCHLINE - SHEET C-02
400'0' 200'
SCALE: 1" = 200'
600'
DREDGING PLAN
LEGEND
-29.0 FEET
-29.5 FEET
-30.0 FEET
-29.0 TO -29.5
-29.5 TO -30.0
BEACON
BUOY
CHANNEL TOE, TYP.
C-01
C-02
C-04
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