FIO_OS2021_11_cond.pdf
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- Attached to
- Oceanside Harbor Maintenance Dredging Federal contract opportunity
- Solicitation number
- W912PL22R0008
About this file
This solicitation notice is for maintenance dredging of the federal navigation channels within Oceanside Harbor in San Diego County, California. The project consists of dredging the Entrance Channel, Del Mar Channel, and Oceanside Channel on an annual basis for four years, with dredged material beneficially reused as beach fill along Oceanside Beach. Dredging quantities average approximately 250,000 cubic yards annually, with channel depths ranging from 20 to 30 feet below MLLW. The estimated value of each annual dredging cycle is between $1-5 million. The solicitation will be issued on January 7, 2021 as an unrestricted acquisition allowing for full and open competition, and will utilize FAR Part 15 procedures with a low price technically acceptable source selection. Offerors must submit technical and price proposals by the response date.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912PL22R0008_Am01_Oceanside_Dredging.pdf | ||
| FIO_OS2021_11_cond-3ft.txt | TXT text file | |
| Plans_W912PL22R0008_Oceanside_Dredging.pdf | ||
| Spec_W912PL22R0008_Oceanside_Dredging.pdf |
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Text version
-25
-20
-20
-20 -20
-20
-20
-20
-15
-15
-15
-15
-15
-15
PROJECT DEPTH
FOOTPRINT
-10
-10
-10
-10
-5
-5
N O R
TH
G
R O
IN
S H
E E
T
R E
F E
R E
N C
E
N U
M B
E R
S H
E E
T
O
F
THIS DRAWING WAS PRODUCED IN
U.S. SURVEY FEET
O C
E A
N S I D
E
H A
R B
O R
SO
U
TH
G
R O
IN
SOUTH J
ETTY
HARBOR DRIVE NORTH
H A
R B
O R
IV
S
U
TH
H
A R B
O R D
R
IV
B
T
IN
A
T
F
IL
R O
A D
S L
IP
S
D
EL
M A R M
A R
IN
A
S O
U T
H
J E
T
Y
N
V
IG
A T
IO
N
IM
P R
O V
E M
E
D R
O G
R A
P
IC
U
R V
L
G E
L
IS
T R
R V
M
P P
G
C T
IO
.S
A R
C
R P
G
IN
E E
L
T E
S U
R V
E Y
S U
B M I T
T
D E
S C
R I P
T I O
N D
A T
E D
E S
C R I P
T I O
N D
A T
E A
P P
R
A P
P R
M A
R K
M A
R K
D R
A W
C H
E C
K
D
IS
T R
IL
P L
A L
IL
M E
R
G
IN
E E
R S
L
G E
L
IS
T R
IC
T
S
IE
U N
T Y
C A
L
IF
O R
IA
LIMITS
PROJECT
SAFETY PAYS
NOTES:
VALUE ENGINEERING PAYS
TIDE
GROIN
SUBMERGED
S O
U
O
IN
S A
N L
U
IS
R
EY
R
IV
ER
LA
U
N C
H R
A M P
DEPTHS ARE MEAN LOWER LOW WATER
E
,2
,0
E
,2
,0
N 2,021,000
E
,2
,0
E
,2
,0
E
,2
,0
N 2,024,000 N 2,024,000
N 2,020,000
N 2,022,000
N 2,023,000
N 2,020,000
E
,2
,0
E
,2
,0
E
,2
,0
N 2,021,000
N 2,022,000
N 2,023,000
E
,2
,0
E
,2
,0
E
,2
,0
E
,2
,0
E
,2
,0
E
,2
,0
N O
R
E
A K
W A
T
T.
DEL MAR
BOAT BASIN
S L
IP
S
M R
D U
F F
Y
O S c o n d .d g n
ELE. 9.75 sFt
E. 6,211,618.34 sFt
N. 2,021,519.22 sFt
3•" BRASS DISC
0396 B
ELE. 16.27 sFt
E. 6,211,656.21 sFt
N. 2,021,857.10 sFt
3•" BRASS DISC
0396 A
ELE. 9.99 sFt
E. 6,211,582.87 sFt
N. 2,021,882.94 sFt
3•" BRASS DISC
OS-88-1
ELE. 13.47 sFt
E. 6,210,904.15 sFt
N. 2,021,097.22 sFt
3•" BRASS DISC
OS-0-1992
ELE. 14.39 sFt
E. 6,210,971.66 sFt
N. 2,021,032.82 sFt
3•" BRASS DISC
OS-4-1992
ELV. 16.28 sFt
E. 6,211,884.66 sFt
N. 2,020,116.77 sFt
3 1/2" BRASS DISC
OS-5-1992
ELE. 15.89 sFt
E. 6,208,841.21 sFt
N. 2,022,954.49 sFt
2" BRASS DISC
OS-2-1992
ELE. 16.50 sFt
E. 6,208,240.53 sFt
N. 2,023,352.00 sFt
3•" BRASS DISC
OS-1-1992
PROJECT
HARBOR
OCEANSIDE
PROJ
ECT
L
IMI
TS
PROJECT
LIMITS
NORTH
DEL MAR
SOUTH
JETTY
DEL MAR
CHANNEL
PROJECT
LIMITS
OCEANSIDE
LIMITS
R
B
A
C H
CHANNEL
MAINTENANCE AREA
ADVANCE
SOUTH
OCEANSIDE
O C E A
N S
ID
R
B O
R
HARBOR
CHANNEL
ENTRANCE
ADVANCE
MAINTENANCE AREA
N
GRAPHIC SCALE
0250 250 500 750
SCALE: 1" = 250'
GAUGE
E. 6,211,551 sFt
N. 2,021,444 sFt
HORIZONTAL QC CHECK
POINT #1
c
C
M R
A M
IC
K
CONCRETE PAD
STAGING AREA
LOADING RAMP
0+00
5+00
10+00
+0
+0
+0
30+00
35+00
40+00
1+00
2+00
3+00
4+00
6+00
7+00
8+00
9+00
11+00
12+00
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
31+00
32+00
33+00
34+00
36+00
37+00
38+00
39+00
41+00
0 3
0 3
ELE. 10.19 sFt
E. 6,211,559.90 sFt
N. 2,022,070.09 sFt
3•" BRASS DISC
OS-88-2
-20
-15
-15
-5
C O
N D I T I
R V
E Y
N O
V E
M B
E R
N O
V E
M B
E R
O D
A
U M
U K
O R
O T
Y L
O V
E R
M I R
E A
L
N I C
H O
L S
P .L .S
SEE NOTE #10
39+00 TO 52+54
OF THE ENTRANCE AND THE BACK PORTION OF THE DEL MAR CHANNEL FROM STATION
**10. TOPOGRAPHIC SURVEY WAS CONDUCTING DURING THE MAY 2021 POST-CONDITION SURVEY
AND "CONCRETE LOADING PAD" AT THE BACK OF THE DEL MAR CHANNEL.
9. ALL STRUCTURES SHOWN ARE APPROXIMATE WITH THE EXCEPTION OF THE 'PROJECT DEPTH FOOTPRINT"
CHANNEL CONDITIONS AND/OR COMPUTING VOLUMES.
8. SURVEY WAS CONDUCTED AND PROCESSED USING METHODS FOR DETERMINING GENERAL
MULTI-BEAM ECHO SOUNDER PROVIDING NEAR FULL BOTTOM COVERAGE.
7. SOUNDINGS LOCATED BY POST-PROCESSED KINEMATIC GPS (POSPac). DEPTHS MEASURED BY A
ELEVATIONS THEY ARE SHOWN TO THE NEAREST 0.1 FOOT
6. SOUNDINGS ARE SHOWN TO THE NEAREST 0.1 FOOT AND IF THERE ARE NON-WATER
GRID CELL.
THE PLOTTED DEPTHS ARE FROM THE SOUNDING NEAREST THE CENTER OF A 55 FOOT
GRID CELL AND ARE GIVEN THE COORDINATES OF THE CENTER OF THAT CELL,
5. CONTOURS ARE BASED ON THE AVERAGE DEPTH OF SOUNDINGS WITHIN A 3 FOOT
4. BENCHMARK IS 0396 A (VM# 7990), ELEVATION 16.27 US FEET.
3. VERTICAL DATUM IS MLLW, OCEANSIDE, EPOCH 1983-2001, STATION ID# 9410396.
2. COORDINATES ARE CALIFORNIA LAMBERT ZONE VI, (NAD 1983).
EXISTING ONLY AT THE TIME OF THE SURVEY - 15-17 NOVEMBER 2021.
1. SOUNDINGS AND ELEVATIONS, IN SURVEY FEET, INDICATE THE GENERAL CONDITIONS
-1 5.
-1 7.
-1 3.
-1 4.
-2 0.
-2 1.
-1 8.
-1 9.
-2 2.
-1 5.
-2 6.
-2 6.
-1 2.
-1 2.
-1 2.
-1 1.
-2 1.
-2 1.
-2 1.
-1 9.
-7 .0
-2 1.
-2 1.
-2 1.
-2 1.
-2 1.
-2 1.
-2 2.
-2 3.
-2 2.
-2 2.
-2 2.
-2 1.
-2 2.
-2 2.
-1 2.
-6 .1
-2 1.
-2 1.
-2 0.
-2 0.
-1 9.
-2 0.
-2 1.
-2 1.
-2 1.
-2 1.
-2 3.
-2 6.
-2 0.
-2 0.
-2 5.
-2 6.
-2 7.
-2 6.
-1 6.
-1 7.
-1 5.
-1 5.
-1 9.
-1 9.
-1 8.
-1 9.
-1 0.
-2 0.
-2 4.
-2 4.
-2 2.
-2 1.
-2 1.
-2 1.
-2 2.
-2 2.
-2 2.
-2 2.
-2 3.
-2 3.
-2 2.
-2 2.
-2 0.
-1 9.
-2 0.
-1 9.
-1 9.
-2 6.
-2 6.
-2 1.
-2 5.
-1 5.
-1 5.
-1 7.
-1 8.
-1 5.
-1 6.
-2 3.
-2 6.
-2 0.
-2 0.
-2 5.
-2 6.
-2 6.
-2 6.
-1 6.
-1 7.
-1 5.
-1 5.
-1 9.
-2 0.
-1 8.
-1 9.
-2 7.
-1 7.
-1 9.
-1 5.
-1 6.
-2 2.
-2 2.
-2 0.
-2 1.
-1 8.
-1 4.
-2 6.
-2 3.
-1 3.
-1 4.
-1 3.
-1 3.
-1 8.
-1 4.
-1 5.
-1 2.
-1 3.
-1 8.
-1 9.
-1 7.
-1 7.
-1 0.
-9 .2
-2 2.
-1 3.
-1 0.
-1 0.
-9 .2
-9 .6
-1 9.
-1 7.
-1 8.
-1 5.
-1 6.
-2 0.
-2 0.
-1 9.
-2 0.
-2 0.
-2 1.
-1 9.
-2 0.
-2 1.
-1 5.
-2 1.
-2 1.
-2 0.
-2 1.
-1 9.
-2 0.
-1 5.
-2 1.
-2 1.
-1 5.
-1 6.
-1 3.
-1 4.
-1 8.
-1 9.
-1 7.
-1 8.
-1 6.
-2 3.
-2 3.
-2 2.
-2 3.
-2 6.
-2 5.
-2 4.
-2 5.
-1 9.
-2 0.
-1 6.
-1 8.
-2 0.
-2 0.
-2 1.
-2 0.
-2 0.
-2 0.
-1 9.
-1 9.
-2 4.
-2 6.
-2 0.
-2 1.
-5 .5
-1 5.
-1 6.
-1 6.
-1 8.
-1 5.
-1 6.
-2 7.
-1 1.
-1 2.
-1 1.
-1 1.
-1 6.
-1 7.
-1 3.
-1 4.
-2 5.
-2 5.
-2 7.
-2 6.
-1 3.
-1 1.
-2 5.
-1 9.
-1 5.
-1 1.
-2 5.
-2 4.
-1 0.
-1 0.
-1 0.
-1 0.
-2 5.
-2 6.
-2 0.
-2 2.
-2 6.
-2 6.
-2 6.
-2 6.
-1 1.
-2 0.
-2 1.
-2 0.
-2 0.
-2 2.
-2 2.
-2 1.
-2 1.
-1 5.
-1 6.
-1 2.
-1 3.
-1 9.
-1 9.
-1 7.
-1 8.
-2 5.
-1 8.
-1 9.
-1 8.
-1 8.
-2 2.
-2 3.
-2 0.
-2 1.
-2 3.
-2 1.
-2 3.
-2 4.
-1 8.
-1 8.
-2 0.
-1 9.
-2 4.
-2 .8
-2 5.
-2 5.
-2 0.
-2 1.
-1 5.
-2 0.
-2 3.
-2 3.
-2 4.
-2 4.
-2 4.
-2 4.
-2 3.
-2 3.
-2 2.
-2 1.
-2 1.
-2 2.
-1 7.
-5 .5
-2 4.
-2 5.
-2 4.
-2 4.
-1 9.
-2 1.
-1 0.
-1 3.
-1 8.
-1 8.
-1 8.
-1 8.
-2 3.
-2 3.
-1 9.
-2 4.
-1 4.
-1 4.
-1 3.
-1 3.
-1 7.
-1 7.
-1 4.
-1 6.
-2 3.
-2 3.
-2 3.
-2 4.
-2 3.
-2 4.
-2 3.
-2 3.
-1 9.
-1 9.
-1 8.
-1 9.
-2 2.
-2 3.
-2 0.
-2 1.
-2 4.
-2 0.
-1 8.
-2 1.
-2 1.
-1 2.
-1 4.
-7 .4
-2 6.
-2 5.
-2 5.
-2 0.
-2 0.
-8 .5
-1 8.
-1 3.
-1 3.
-1 3.
-1 3.
-1 5.
-1 7.
-1 4.
-1 4.
-2 0.
-1 7.
-2 1.
-2 1.
-1 2.
-1 3.
-6 .4
-1 8.
-2 2.
-2 0.
-2 2.
-2 2.
-1 8.
-1 8.
-1 9.
-1 8.
-1 8.
-1 8.
-1 8.
-1 8.
-2 3.
-2 2.
-1 9.
-2 2.
-2 3.
-1 6.
-1 8.
-1 5.
-1 5.
-1 9.
-1 9.
-1 8.
-1 9.
-2 1.
-9 .3
-2 1.
-2 1.
-1 4.
-1 4.
-2 0.
-1 7.
-1 6.
-2 1.
-1 8.
-1 7.
-1 8.
-1 6.
-1 7.
-2 5.
-2 5.
-2 3.
-2 5.
-2 5.
-2 3.
-2 5.
-2 6.
-1 6.
-1 7.
-1 5.
-1 5.
-2 1.
-2 2.
-1 8.
-1 9.
-2 5.
-2 3.
-2 6.
-2 7.
-1 5.
-1 4.
-2 0.
-1 6.
-2 2.
-2 4.
-2 4.
-2 1.
-2 1.
-1 4.
-2 0.
-2 2.
-2 2.
-2 3.
-2 3.
-2 3.
-2 3.
-2 2.
-2 2.
-2 4.
-2 5.
-2 4.
-2 4.
-2 0.
-1 9.
-2 4.
-2 2.
-1 8.
-1 8.
-1 7.
-1 7.
-2 1.
-2 3.
-1 8.
-1 9.
-1 8.
-2 3.
-2 4.
-2 3.
-2 3.
-2 3.
-2 3.
-2 3.
-2 3.
-1 8.
-1 8.
-1 8.
-1 8.
-2 0.
-2 2.
-1 9.
-1 9.
-2 3.
-2 3.
-2 3.
-2 2.
-2 4.
-2 5.
-2 4.
-2 4.
-2 1.
-2 2.
-1 9.
-2 0.
-2 3.
-2 3.
-2 3.
-2 3.
-4 .5
-1 3.
-1 4.
-1 5.
-1 6.
-1 4.
-1 4.
-2 1.
-2 1.
-1 7.
-2 0.
-1 9.
-3 .9
-2 2.
-2 2.
-2 0.
-1 7.
-2 0.
-2 1.
-1 9.
-2 0.
-9 .5
-2 1.
-1 2.
-2 0.
-2 1.
-2 1.
-1 9.
-8 .9
-1 3.
-2 0.
-2 0.
-2 1.
-2 0.
-2 0.
-1 2.
-2 0.
-1 5.
-2 1.
-1 1.
-2 1.
-2 1.
-1 6.
-2 2.
-2 0.
-2 0.
-1 9.
-2 0.
-1 5.
-2 0.
-2 1.
-2 0.
-2 0.
-1 1.
-2 1.
-1 3.
-2 1.
-2 0.
-1 9.
-2 1.
-1 6.
-2 0.
-2 1.
-1 8.
-1 9.
-1 4.
-2 1.
-2 0.
-2 0.
-2 0.
-1 9.
-1 9.
-1 8.
-1 6.
-1 3.
-1 5.
-2 0.
-2 1.
-1 7.
-1 9.
-1 9.
-2 0.
-8 .4
-1 4.
-2 3.
-2 2.
-2 0.
-2 3.
-2 2.
-1 6.
-1 8.
-1 1.
-1 3.
-2 2.
-2 2.
-2 0.
-2 1.
-2 3.
-2 2.
-1 3.
-1 2.
-2 0.
-2 0.
-2 0.
-2 0.
-8 .6
-2 1.
-1 5.
-2 0.
-2 0.
-2 0.
-2 0.
-9 .9
-2 0.
-2 0.
-1 1.
-1 6.
-2 0.
-2 0.
-1 3.
-2 0.
-2 3.
-1 3.
-2 2.
-2 2.
-2 3.
-2 3.
-1 9.
-2 0.
-1 3.
-9 .8
-2 3.
-2 2.
-1 8.
-1 8.
-1 7.
-1 8.
-1 8.
-1 8.
-1 7.
-1 7.
-1 3.
-1 5.
-1 8.
-1 7.
-1 7.
-1 7.
-1 6.
-1 7.
-1 8.
-1 8.
-1 8.
-1 7.
-1 7.
-1 8.
-1 8.
-1 8.
-1 8.
-1 5.
-1 8.
-1 9.
-1 7.
-1 7.
-1 7.
-1 7.
-1 8.
-1 9.
-1 9.
-1 8.
-1 7.
-1 8.
-1 8.
-1 5.
-1 4.
-1 6.
-1 8.
-1 8.
-1 5.
-1 8.
-1 8.
-1 8.
-1 8.
-1 8.
-1 8.
-1 8.
-1 8.
-1 5.
-1 5.
-1 3.
-1 7.
-1 8.
-1 6.
-1 6.
-1 9.
-1 8.
-1 7.
-1 8.
-2 0.
-1 9.
-2 0.
-2 1.
-1 9.
-1 2.
-2 0.
-1 9.
-1 7.
-1 7.
-1 4.
-1 6.
-1 9.
-2 1.
-2 1.
-1 8.
-2 1.
-2 1.
-1 6.
-1 6.
-1 7.
-1 1.
-1 5.
-1 8.
-1 7.
-1 8.
-1 8.
-1 9.
-1 7.
-1 8.
-1 9.
-1 9.
-2 0.
-2 0.
-1 7.
-1 8.
-1 8.
-1 7.
-1 7.
-1 5.
-1 7.
-1 9.
-1 9.
-2 0.
-1 7.
-1 8.
-2 0.
-1 9.
-1 6.
-2 3.
-1 7.
-1 8.
-1 8.
-1 7.
-1 7.
-1 5.
-1 7.
-2 2.
-7 .5
-8 .6
-7 .1
-6 .9
-1 2.
-1 3.
-9 .9
-1 1.
-1 7.
-1 1.
-2 1.
-2 0.
-6 .1
-1 4.
-1 4.
-1 5.
-2 0.
-1 8.
-2 0.
-1 6.
-1 7.
-1 6.
-1 7.
-1 5.
-1 6.
-1 9.
-1 9.
-1 8.
-1 8.
-9 .3
-1 0.
-6 .8
-8 .0
-1 3.
-1 4.
-1 1.
-1 3.
-2 1.
-1 8.
-2 1.
-2 2.
-8 .4
-6 .6
-1 1.
-1 5.
-1 5.
-1 6.
-1 4.
-1 5.
-2 1.
-2 2.
-1 8.
-2 0.
-1 7.
-1 8.
-1 6.
-1 6.
-1 9.
-1 8.
-1 9.
-2 1.
-2 1.
-1 8.
-2 0.
-1 9.
-2 0.
-2 1.
-1 9.
-2 1.
-2 1.
-2 0.
-2 0.
-1 6.
-1 7.
-1 4.
-1 5.
-2 0.
-8 .0
-8 .2
-1 0.
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