Plans_W912PL-20-B-0001_SantaBarbara_Dredging.pdf
PDF 27 MB Posted
- Attached to
- SANTA BARBARA HARBOR MAINTENANCE DREDGING Federal contract opportunity
- Solicitation number
- W912PL20B0001
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Plans - 8 sheets. 28 MB.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_W912PL-20-B-0001_1Nov2019.pdf | ||
| Am01_W912PL-20-B-0001_SantaBarbara_Dredging.pdf | ||
| Site_Visit_sign-in_sheet_Santa_Barbara_Harbor_Dredging_10_16_2019.pdf | ||
| Spec_W912PL-20-B-0001_Santa_Barbara_Dredging.pdf | ||
| Appdx_Santa_Barbara_Harbor_SAPR_May2016.pdf |
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:21:48 PM 9/30/2019
...\FY2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\111680_G-002.dgn
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LEGEND
ADVANCE MAINTENANCE DEPTH
PROJECT DEPTH
CONTROL STATION
DREDGING AREAS AND
-35
BUOY
SEE SHEET C-101 FOR SURVEY CONTROLS 6.
EW3742),WITH ELEVATION 16.24 US FEET, MLLW, EPOCH 1983-2001.
ELEVATIONS, ESTABLISHED FROM USC & GS MONUMENT TIDAL 1 (PID 5.
STATION ID 9411340.
MEAN LOWER LOW WATER DATUM IS ESTABLISHED FROM SANTA BARBARA, 4.
INDICATED.
ALL DIMENSIONS GIVEN ARE IN US SURVEY FEET UNLESS OTHERWISE 3.
VERTICAL DATUM IS MEAN LOWER LOW WATER (MLLW, EL. = 0.00 FT).2.
COORDINATES ARE CALIFORNIA ZONE V, NAD 1983 (EPOCH 2003.5).1.
GENERAL NOTES
BEACH PLACEMENT AREAS
D I
N D
E X T
O C
O N
T R
A C
T D
R A
W
IN
G S
G E
N E
R A
L N
O T
E S
C O
N T
R O
L L
IN
E D
A T
A
D M
E S
A D -2
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
-20
(65 FT x 120 FT)
STORAGE AREA
CONTRACTOR'S
TRANSFORMERS
RAMP
LAUNCH
S O
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IT
A T
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N N
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D E
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N E
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B M
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T E
D B
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D A
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C T N
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N B
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W P
L -2
-B -0
O C
T
0+00
2+00
6+00
8+00
4+00
10+00
ELEV. 12.00 FT. MLLW
E 6,050,856.93 Ft
N 1,973,766.08 Ft
31/2" BRASS DISC.
RESERVE
ELEV. 9.69 FT. MLLW
E. 6,052,477.18 FT.
N. 1,974,846.85 FT.
BOLT
NOAA TIDE GAUGE
ELEV. 12.32 FT. MLLW
E. 6,051,444.12 FT.
N. 1,973,393.33 FT.
COPPERWELD ROD
SB 2-13
ELEV. 11.35 Ft MLLW
E 6,051,033.89 Ft
N 1,973,635.47 Ft
2" BRASS DISC
EL 11.42 MLLW
ELEV. 10.96 FT. MLLW
E. 6,052,138.20 FT.
N. 1,976,474.72 FT.
" BRASS DISC.2
SB-11
ELEV. 9.75 FT. MLLW
E. 6,051,661.94 FT.
N. 1,974,856.47 FT.
" BRASS DISC2
EDP-LAUNCH RAMP
ELEV. 11.88 FT. MLLW
E. 6,052,473.28 FT.
N. 1,974,195.47 FT.
" BRASS DISC2
EDP-TIMBER GROIN
AREA 4
AREA 3R
AREA 2
AREA 1
AREA 1
ADVANCED
AREA 3
-20
-35
-28
A B
C
D
S
E F
U
T
V
X
W
A5
A2Q
K
P
O M
L
A6
J I A3
A4 A1
Z
Y
(65 FT x 120 FT)
STORAGE AREA
CONTRACTOR'S
ELEV. 16.24 FT. MLLW
31/2" BRASS DISC.
941 1340 TIDAL 1
ELEV. 12.94 FT. MLLW
" BRASS DISC2
941 1340 TIDAL 2
ELEV. 12.63 FT. MLLW
E. 6,052,482.37 FT.
N. 1,973,928.97 FT
" BRASS DISC2
CL GROIN RESET
AREA
NO DREDGE
PROJECT LIMIT
PROJECT LIMIT
P R
O J E
C T L
IM
IT
N . 1 ,9 ,0
E . 6 ,0 ,0
E . 6 ,0 ,0
E . 6 ,0 ,0
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E . 6 ,0 ,0
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N . 1 ,9 ,0
E . 6 ,0 ,0
N . 1 ,9 ,0
N . 1 ,9 ,0
N . 1 ,9 ,0
N . 1 ,9 ,0
N . 1 ,9 ,0
N . 1 ,9 ,0
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...\FY2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\111680_C-101.dgn
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400'0 200'
NORTH
PLAN
T R
U E
A8
NORTH
PLAN
T R
U E N
CONTRACTOR'S STORAGE AREA DETAIL
SCALE: 1"=100'
A1
DREDGE PLAN AND SURVEY CONTROL
SCALE: 1" = 200'
WEST BEACH
CABRILLO BLVDB
A
T H S
T
100' 200'0
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BACKGROUND IMAGE FROM GOOGLE EARTH, DATED 2018.6.
ALL STRUCTURES SHOWN ARE APPROXIMATE.5.
STATION ID 9411340.
MEAN LOWER LOW WATER DATUM IS ESTABLISHED FROM SANTA BARBARA, 4.
COORDINATES ARE CALIFORNIA ZONE V, NAD 1983 (epoch 2003.5).3.
WITH ELEVATION 16.24 US FEET, MLLW. EPOCH 1983-2001 .
EW3742),
ELEVATIONS, ESTABLISHED FROM USC & GS MONUMENT TIDAL 1 (PID 2.
3-1/2" BRASS DISC. EL=16.243 FT MLLW, BASED ON TIDAL EPOCH 83-01.
MISSION CREEK AT HELENA STREET AND CABRILLO BLVD. THIS STATION IS A
FT. ABOVE THE SIDEWALK) ON THE PEDESTRIAN BRIDGE PASSING OVER
STAMPED "BM-1", LOCATED ON TOP OF A CONCRETE GUARD RAIL POST (4
1. TIDAL BENCH MARK IS A STANDARD NOS SURVEY DISK 941 1340 TIDAL 1,
SURVEY DATUM INFORMATION
D5
C-301
A5
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2'
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1'
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0'
-7 .7
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1'
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-8 .7
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5'
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9'
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9'
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0'
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8'
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9'
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1'
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4'
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5'
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2'
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1'
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3'
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8'
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4'
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2'
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4'
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6'
-9 .9
-9 .3
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-5 .1
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9'
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1'
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1'
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1'
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0'
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8'
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9'
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6'
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6'
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2'
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4'
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7'
-8 .6
-8 .0
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-6 .8
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3'
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9'
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1'
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7'
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2'
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6'
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8'
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9'
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7'
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7'
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8'
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9'
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1'
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1'
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3'
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6'
-1 3.
1'
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8'
-9 .9
-8 .5
-7 .1
-5 .8
-5 .5
-5 .9
-5 .5
-5 .4
-6 .3
-1 2.
6'
-1 9.
1'
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1'
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2'
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9'
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3'
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1'
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1'
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6'
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3'
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5'
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5'
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8'
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7'
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5'
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2'
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0'
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-7 .7
-7 .5
-7 .6
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4'
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3'
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9'
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6'
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2'
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9'
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8'
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9'
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9'
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9'
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3'
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2'
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1'
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4'
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9'
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5'
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9'
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1'
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0'
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4'
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2'
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7'
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0'
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9'
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7'
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6'
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2'
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6'
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1'
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1'
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0'
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4'
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0'
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1'
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8'
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0'
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7'
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5'
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8'
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1'
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0'
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-8 .0
-7 .8
-8 .1
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5'
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6'
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6'
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5'
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3'
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2'
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1'
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2'
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5'
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6'
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6'
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2'
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2'
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7'
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3'
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3'
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3'
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5'
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2'
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6'
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3'
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5'
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4'
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9'
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5'
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7'
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4'
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6'
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8'
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2'
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8'
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6'
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1'
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6'
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7'
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9'
-9 .0
-9 .6
-9 .0
-8 .1
-8 .3
-8 .6
-3 0.
3'
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4'
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3'
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2'
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4'
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5'
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3'
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6'
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6'
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0'
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1'
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2'
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4'
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1'
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1'
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1'
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0'
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7'
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8'
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4'
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6'
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2'
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9'
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1'
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8'
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1'
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0'
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1'
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1'
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7'
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2'
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9'
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3'
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4'
-2 8.
0'
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4'
-1 6.
9'
-1 0.
5'
-8 .9
-7 .9
-8 .3
-8 .8
-9 .1
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7'
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9'
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2'
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3'
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6'
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5'
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6'
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8'
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0'
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2'
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3'
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7'
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7'
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2'
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6'
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4'
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3'
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3'
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7'
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6'
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2'
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4'
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3'
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1'
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4'
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2'
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6'
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7'
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7'
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5'
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8'
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9'
-2 8.
0'
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4'
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6'
-1 0.
9'
-1 0.
2'
-9 .7
-9 .4
-9 .4
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9'
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2'
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9'
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3'
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2'
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4'
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7'
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7'
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1'
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3'
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3'
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4'
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5'
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0'
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4'
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4'
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2'
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7'
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2'
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8'
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3'
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1'
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7'
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3'
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1'
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1'
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7'
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9'
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7'
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4'
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3'
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7'
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0'
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6'
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6'
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0'
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7'
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3'
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9'
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3'
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4'
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6'
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7'
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1'
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4'
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2'
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8'
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4'
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0'
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5'
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9'
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1'
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9'
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4'
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0'
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2'
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1'
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4'
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6'
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7'
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1'
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6'
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2'
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6'
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0'
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7'
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0'
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8'
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0'
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9'
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1'
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7'
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6'
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8'
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6'
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9'
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1'
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7'
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8'
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6'
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1'
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7'
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2'
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8'
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9'
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0'
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8'
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7'
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7'
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9'
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9'
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2'
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8'
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2'
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8'
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0'
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2'
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0'
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4'
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1'
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6'
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5'
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8'
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3'
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7'
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1'
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8'
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6'
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0'
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1'
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7'
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9'
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4'
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9'
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3'
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4'
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0'
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1'
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5'
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0'
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3'
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7'
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1'
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7'
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4'
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4'
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8'
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4'
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8'
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7'
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0'
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8'
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2'
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3'
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7'
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1'
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8'
S T E
A R
W H
A R F
ROCK GROIN
TIMBER AND
BREAKWATER
BREAKWATER
-10
-15
-20
-25
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
N T
A B
A R
B A
R A H
A R
B O
R
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P
L -2
-B -0
O C
T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:22:48 PM 9/30/2019
...\FY2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\111680_C-102.dgn
C-102
C -1
.d g n
A1
NORTH
PLAN
100' 200'0
CONDITION SURVEY - MARCH 2019
SCALE: 1"=100'
T R
U E N
M A
R C
H
C O
N D
IT
IO
N S
U R
V E
Y
D M
E S
A D -2
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
NOAA NAVIGATIONAL CHART 18725
CONTRACTOR TO CONFIRM BUOY LOCATIONS WITH HARBORMASTER AND 2.
CONDITIONS EXISTING ONLY AT TIME OF SURVEY - MARCH 2019
BATHYMETRIC CONTOURS AND SOUNDINGS REPRESENT GENERAL 1.
NOTES
FT
FT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
N T
A B
A R
B A
R A H
A R
B O
R
S A
N T
A B
A R
B A
R A C
O U
N T
Y
C A
L
IF
O R
N
IA
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P
L -2
-B -0
O C
T
WEST BEACH
EAST BEACH
PIPELINE
DREDGE DISCHARGE
SANTA BARBARA CHANNEL
LEADBETTER BEACH
CROSSING
MISSION CREEK
CROSSING
LAGUNA CHANNEL
E ,0
,0
N. 1,975,000
N. 1,977,000
E ,0
,0
E ,0
,0
N. 1,973,000
E ,0
,0
N. 1,977,000
E ,0
,0
E ,0
,0
N. 1,973,000
N. 1,975,000
N. 1,979,000
E ,0
,0
E ,0
,0
E ,0
,0
E ,0
,0
E ,0
,0
E ,0
,0
N. 1,979,000
N 1,977,486
E 6,054,750
DREDGE PLACEMENT LIMIT
N 1,978,120
E 6,058,434
DREDGE PLACEMENT LIMIT
EAST BEACH PLACEMENT AREA
+0
+0
+0
+0
+0
+0
+0
+0
+0
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:22:55 PM 9/30/2019
...\FY2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\111680_C-103.dgn
C-103
C -1
.d g n
A1
NORTH
PLAN
800'0 400'SCALE: 1"=400'
DREDGE DISCHARGE PIPELINE ALIGNMENT AND PLACEMENT PLAN
A N
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BACKGROUND IMAGE FROM GOOGLE EARTH, DATED 2018.2.
PLACEMENT AND ENVIRONMENTAL REQUIREMENTS.
SEE SPECIFICATIONS FOR DREDGE PIPELINE PLACEMENT, MATERIAL 1.
GENERAL SHEET NOTES
D M
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A D -2
J J
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N
A1
C-104
A6
C-302
165 FT (+/-)
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C A
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IF
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U .S
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M Y C
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P S O
F E
N G
IN
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W P
L -2
-B -0
O C
T
4+75
4+00
3+00
2+13
0+00
E X
IS
T
IN
G S
E A
W A
T E
R
IN
T A
K E L
IN
E
E X
IS
T
IN
G S
E W
E R O
U T F A L L
BURY PIP
ELINE TO BEGINNING OF PLACEMENT AREA
EAST
BEACH
D
IS
C H
A R
G E P
IP
E
LI
N E A
LI
G
N M
E N T
B U R
Y D
IS
C H
A R
G E P
IP
E
LI
N E
CHANNEL
LAGUNA
MISSION CREEK
AVOI
D
ENVIR
ONMENTALL
Y S
ENSIT
IVE H
ABIT
AT
SANTA BARBARA HARBOR
SEE NOTE 2
SEE NOTE 3
S
TE
A R
N 'S W
H A R F
W E S T B
E A C
H
G A
R D
E N S
T R
E E
T
CABRI
LL
O B
LVD
SEE NOTE 6
N. 1,977,000
N. 1,976,000
N. 1,977,000
E ,0
,0
N. 1,976,500
N. 1,977,500
E ,0
,5
E ,0
,0
E ,0
,5
E ,0
,0
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:23:29 PM 9/30/2019
...\FY2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\111680_C-104.dgn
C-104
C -1
.d g n
A1
NORTH
PLAN
100' 200'0SCALE: 1"=100'
DREDGE DISCHARGE PIPELINE ALIGNMENT DETAIL
A L
IG
N M
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T D
E T
A
IL
D R
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G E D
IS
C H
A R
G E P
IP
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IN
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D M
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A D -2
J J
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K S
O N
J J
A C
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J R
Y A
N
BACKGROUND IMAGE FROM GOOGLE EARTH, DATED 20188.
SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.7.
THE GARDEN STREET PARKING LOT BEACH ACCESS RAMP.
PIPELINE MUST NOT IMPEDE PEDESTRIAN OR VEHICULAR TRAFFIC THROUGH 6.
THE CONTRACTING OFFICER.
ACTUAL PIPELINE PLACEMENT LOCATION IS SUBJECT TO THE APPROVAL OF
PIPELINE PLACEMENT AS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. 5.
VEGETATED AREAS.
PROTECT OR REPAIR AND REPLACE EXISTING LANDSCAPING AND 4.
LAGUNA CHANNEL.
PIPELINE MUST SPAN OVER LAGUNA CHANNEL AND OUTLET EAST OF 3.
LENGTH OF SPAN OVER MISSION CREEK VARIES.
CONTRACTING OFFICER AND SANTA BARBARA WATERFRONT DEPARTMENT.
SEAWARD OF THE CABRILLO BLVD. BRIDGE, SUBJECT TO APPROVAL BY THE
SPAN THE ENTIRE MISSION CREEK AT A LOCATION APPROXIMATELY 165 FT. 2.
IMPEDE, DEFLECT, OR ALTER FLOWS IN AND OUT OF THESE INLETS.
PIPELINE CROSSING AT MISSION CREEK AND LAGUNA CHANNEL MUST NOT 1.
NOTES
-18 MLLW
EL -18 FT
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L -2
-B -0
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0 100 200 300 400-100-200-300-400-500-600-700
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E L E
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N F
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AREA 1
OVERDEPTH
ALLOWABLE
2 FT
AREA 1
ADVANCE
-5
-10
-15
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-35
-40
0 100 200 300 400 500-100-200-300-400-500
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E L E
V A
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N F
T AREA 2
1.5
EL +10 FT
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0 100 200 300 400 500-100-200-300-400-500
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1.5
AREA
3R
AREA 3
OVERDEPTH
ALLOWABLE
2 FT
TIMBER AND
STONE GROIN
EL +10 FT
AREA 3 / 3R PAY LINE
TOP OF SLOPE IS
VERTICAL LINE AT
-5
-10
-15
-20
-25
0 100 200 300 400 500-100-200-300-400-500
-5
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-25
E L E
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N F
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AREA 4
OVERDEPTH
ALLOWABLE
2 FT
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:23:59 PM 9/30/2019
...\FY2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\111680_C-301.dgn
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CROSS-SECTION STA. 10+50 CROSS-SECTION STA. 19+60
CROSS-SECTION STA. 16+30CROSS-SECTION STA. 5+50
SCALE: 1"=200' HORIZ., 1'=10' VERT.
SCALE: 1"=200' HORIZ., 1'=10' VERT. SCALE: 1"=200' HORIZ., 1'=10' VERT.
SCALE: 1"=200' HORIZ., 1'=10' VERT.
C-101
D6
C-101
C6
C-101
E5
C-101
E5
MARCH 2019 PRE-DREDGE
NOVEMBER 2018 PRE-DREDGE
LEGEND
STONE GROIN
TIMBER AND
D M
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A D -2
J J
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150 FT
PLUS OR MINUS
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12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 27+00
E L E
V A
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N F
T AREA 3R AREA 3 AREA 4
2 FT ALLOWABLE OVERDEPTH
LINE A3-A
A1-A2
RADIUS
-20
-40
-20
-40
2+00 4+00 6+00 8+00 10+00 12+00 14+00 15+00
E L E
V A
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IO
N F
T
AREA 1 AREA 2 AREA 3R
OVERDEPTH
ALLOWABLE
2 FT
LINE T-S
LINE W-D
100 200 300 400 500 600 7000
-5
-10
BIKE PATH
TOP OF DUNE
(TYPICAL)
GROUND LINE
EL +11.0 FT PLUS OR MINUS 0.5 FT
EDGE OF BIKE PATH
EL + 12.0' (MAX.)
NATURAL SLOPE OF FILL
BEACH FILL
E L E
V A
T
IO
N F
T
HORIZONTAL DISTANCE (FEET)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:24:05 PM 9/30/2019
...\FY2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\111680_C-302.dgn
C-302
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N S
A1
400'0 200'
20' 40'0
20' 40'0
400'0 200'SCALE: 1"=200' HORIZ., 1'=20' VERT.
C-101
D6
C-101
E5
MARCH 2019 PRE-DREDGE
NOVEMBER 2018 PRE-DREDGE
LEGEND
A6
SCALE: 1"=100' HORIZ., 1'=10' VERT. 100' 200'0
10' 20'0
TYPICAL BEACH PLACEMENT SECTION
C-103
E6
D M
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A D -2
J J
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PROFILE
C1
PROFILE
SCALE: 1"=200' HORIZ., 1'=20' VERT.
| SB2019_R.pdf |
| 111680_G-001 |
| 111680_G-002 |
| 111680_C-101 |
| 111680_C-102 |
| 111680_C-103 |
| 111680_C-104 |
| 111680_C-301 |
| 111680_C-302 |
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