Drawings.pdf
PDF 7 MB Posted
- Solicitation number
- W912WJ20B0007
About this file
This solicitation is for a shoreline protection revetment project at the Pleasant Point, Passamaquoddy Tribal Reservation in Perry, Maine. The U.S. Army Corps of Engineers, New England District is seeking bids for construction of approximately 1,500 linear feet of revetment to prevent ongoing shoreline erosion threatening tribal housing, a church, and a senior center. The project scope includes installing the revetment, tying into adjacent structures, excavating ledge as required, testing stone materials, and extending five existing storm drain pipes through the new revetment. Bidders must adhere to specifications for dismantling and reconstructing the revetment in 50-foot increments and avoiding disturbance within five feet of occupied tribal buildings. The estimated construction cost is $3 million. The solicitation was released on April 17, 2020 via the System for Award Management website. All responsible contractors may submit a proposal which will be considered by the New England District.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract.pdf | ||
| W912WJ20B0007 Amendment 0004.pdf | ||
| W912WJ20B0007 Amendment 0003.pdf | ||
| W912WJ20B0007 Amendment 0002.pdf | ||
| W912WJ20B0007 Amendment 0001.pdf | ||
| Drawings.pdf | ||
| Specifications.pdf | ||
| W912WJ20B0007-Solicitation.pdf |
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Text version
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EXISTING ACCESS ROAD
APPROXIMATE
LIMIT OF LEDGE
BLDG 19
BLDG 21
HOUSING AUTHORITY OFFICE
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B E A C
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C C E S S
18.2
18.3
18.7
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N4.39° W178.49'
N20.64° W 940.15'
P O
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N
N
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N
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E 1362150
E 1362300
E 1362450
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E 1362600
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POINT
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PC1
PI1
PT1
PC2
PI2
PT2
PC3
PI3
PT3
POB2
POE
0+18 473332.59 1362377.46
1362363.81473510.411+96
1362362.722+11
1362357.69473538.002+25
1362026.33474417.79
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1362022.30474427.06
1361957.22474557.99
1361950.94474570.61
1361941.43474581.01
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11+70 474422.53
11+75
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13+35
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HORIZONTAL ALIGNMENT DATA
POINT
PI1
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CURVE DATA
16.25° 14.2728.36
5.79° 10.11 5.06
16.04° 28.00 14.09
RADIUS (FT) LENGTH (FT) TANGENT (FT)
8.5
7.4
6.0
PIPE1
PIPE2
PIPE3
PIPE4
PIPE5
METAL
11.56
11.22
18 12.63
18 14.85
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DESIGNATION
PIPE EXTENSION SCHEDULE
ORDERING EXTENSION PIPES.
CONTRACTOR SHALL VERIFY PIPE DIAMETER PRIOR TO 1.
NOTES:
STATE REVETMENT
TOP OF TOE
TOP OF CREST
M A
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ACTUAL BUILDING LIMITS IN THE FIELD.
CONTRACTOR SHALL NOT DISTURB AREAS WITHIN 5-FEET OF THE
THE LIMITS OF THE EXISTING STRUCTURES ARE APPROXIMATE. 4
PROPOSED REVETMENT.
PROJECT, THE ACCESS PATH WILL BE FILLED/COVERED WITH
CONSTRUCTION PURPOSES. UPON COMPLETION OF THE
THE EXISTING BEACH ACCESS PATH MAY BE USED FOR 3
POSSIBLE.
REVETMENT SHALL BE MINIMIZED TO THE GREATEST EXTENT
ANY REWORK OR ADJUSTMENTS TO THE EXISTING STATE
PROPOSED REVETMENT AND THE EXISTING STATE REVETMENT.
CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN 2
SEE DETAIL A2 ON SHEET C-301. 1
KEY NOTES:
DIA (IN)
SHEET G-101
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BAYVIEW DR
APPROXIMATE
LIMIT OF LEDGE
BLDG 41
BLDG 45
BLDG 49
BLDG 55
STORAGE 45
1.8
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16.6
16.9
N
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N
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20' 40'0SCALE: 1" = 20'
A1
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STATION 5+00 TO STATION 10+25
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Continuing Authorities Program (CAP)/Passamaquoddy Tribe Emergency Shoreline Protection (Perry, ME)/30000 - Planning & Engineering & Design/30DA0 - Plan
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REMOVE ANY WOODEN LADDERS OR PADS.
PRIOR TO CONSTRUCTION, COORDINATE WITH THE COR TO 2
SCHEDULE ON C-101.
SEE DETAIL A1 ON SHEET C-301 AND PIPE EXTENSION 1
KEY NOTES:
WOODEN PAD
TOP OF CREST
TOP OF TOE
M A
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SHEET G-101
SEE NOTE 2 ON
C2
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ID
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BAYVIEW DR
WASTE WATER
TREATMENT
PLANT
BLDG 59
BLDG 61
BLDG 7
MOORE LANE
BLDG 3 HA
BLDG 3 PH
STORAGE 59
" M
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P C
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P T
P C
P I3
P T
N42.
47° W
.92
N26.43° W
146.15'
0 1
N
N
N
N
N
N
N
E 1361700
E 1361700
E 1361850
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E 1362000
E 1362150
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N
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N
N
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A2
1 1
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M A
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STATION 10+25 TO STATION 15+00
S T
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PROPOSED REVETMENT.
PROJECT, THE ACCESS PATH WILL BE FILLED/COVERED WITH
CONSTRUCTION PURPOSES. UPON COMPLETION OF THE
THE EXISTING BEACH ACCESS PATH MAY BE USED FOR 3
SHEET C-302.
TRANSITION INTO THE EXISTING WWTP REVETMENT. REFER TO 2
ON SHEET C-101.
SEE DETAIL A1 ON SHEET C-301 AND PIPE EXTENSION SCHEDULE 1
KEY NOTES:
WWTP
REVETMENT
TOP OF CREST
TOP OF TOE
M A
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E2
C-301
A2
C-301
A4
C-302
E4
C-302
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EXISTING DRAIN PIPE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
APPROXIMATE LEDGE
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0 5 10 15 20 25 30 35 40 45 50-5-10-15-20
0 5 10 15 20 25 30 35 40 45 50-5-10-15-20
7.0'
9.0'
MHW EL 8.86'
MHW EL 8.86'
MHW EL 8.86'
0 5 10 15 20 25 30 35 40 45 50-5-10-15
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EL 8.00'
GRAVEL STONE LAYER 0.5'
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE DETAIL A8
MIN 6'
MIN 2'
M
IN
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EXISTING DRAIN PIPE (DIA VARIES 18"-24")
PROPOSED REVETMENT
BETWEEN EXISTING GRADE AND
NON-WOVEN GEOTEXTILE
SEE NOTE 1
ARMOR STONE LAYER 4.5' (TWO 2.25-FT LAYERS)
UNDERLAYER STONE LAYER 2.0' (TWO 1-FT LAYERS)
(DIA VARIES 18"-24")
PROPOSED DRAIN PIPE EXTENSION
NOTE:
1. STONE PLACED ON TOP OF THE PIPE SHALL REST ON
ADJACENT STONES AND NOT DIRECTLY ON THE PIPE.
(SEE NOTE 1)
PROPOSED REVETMENT
EL 3.50'
EL 1.50'
EL 1.00'
STONE AND UNDERLAYER STONE.
FEET OVERLAP BETWEEN ARMOR
NON-WOVEN GEOTEXTILE WITH 4
MHW EL 8.86'
EL 8.00'
EXTENSION. SEE NOTE 1 AND DETAIL A6
PROPOSED HDPE DRAIN PIPE
REVETMENT CREST
REVETMENT TOE
NOTES:
1. PROPOSED HDPE DRAIN PIPE EXTENSION DIAMETER SHALL MATCH EXISTING DRAIN
PIPE DIAMETER. MATCH EXISTING SLOPE OR MINIMUM 2.0%. CUT PIPE FLUSH WITH
THE PROPOSED REVETMENT SLOPE. REFER TO PIPE EXTENSION SCHEDULE ON
SHEET C-101 FOR DETAILS AND SPECIFICATION SECTION 33 40 00 FOR EXTENSION
PIPE CONNECTION REQUIREMENTS.
2. EXCAVATE EXISTING GRADE AS SHOWN, CONSTRUCT THE PROPOSED REVETMENT,
AND BACKFILL THE CREST WITH UNDERLAYER STONE IN ACCORDANCE WITH
SPECIFICATION SECTION 35 31 19.
3. WHERE LEDGE IS ENCOUNTERED, PROVIDE A NOTCH INTO THE LEDGE FACE TO
INTERLOCK ARMOR STONE LAYER. THE NOTCH SHALL BE WIDE ENOUGH TO KEY-IN
BOTH ARMOR STONE LAYERS. IN THIS CASE, CONTRACTOR SHALL NOT BE REQUIRED
TO CONSTRUCT TYPICAL REVETMENT SECTION IN ITS ENTIRETY. REFER TO
SPECIFICATION SECTION 35 31 19 FOR ARMOR STONE AND LEDGE INTERLOCK
REQUIREMENTS.
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Continuing Authorities Program (CAP)/Passamaquoddy Tribe Emergency Shoreline Protection (Perry, ME)/30000 - Planning & Engineering & Design/30DA0 - Plan
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SEE NOTE 1
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REVETMENT TOE
OF EXISTING WWTP
APPROXIMATE LIMIT
(SEE NOTE 2)
REVETMENT
EXISTING WWTP
REVETMENT TOE ELEVATION
APPROXIMATE WWTP
WIDTH VARIES
WIDTH VARIES (MIN 9.0')
SEE NOTE 2
SEE NOTE 2
NOTES:
1. CONTRACTOR SHALL CONFIRM WITH THE COR THE
BOTTOM TOE ELEVATION OF WWTP REVETMENT PRIOR TO
INSTALLATION OF PROPOSED REVETMENT IN THE
TRANSITION ZONE.
2. EXISTING WWTP REVETMENT REMAINS IN PLACE.
CONTRACTOR SHALL MINIMIZE ANY DISPLACEMENT OR
REWORK. EXISTING WWTP AND PROPOSED REVETMENT
SHALL BE PROPERLY INTERLOCKED IN ACCORDANCE TO
SPECIFICATION SECTION 35 31 19.
TRANSITION LENGTH
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UNDERLAYER STONE
GRAVEL STONE
SCALE 1" = 10'
10' 20'0 C-301.
CONSTRUCTION OF THE PROPOSED REVETMENT REFER TO SHEET
ESTIMATE EXCAVATION QUANTITY FOR THIS PROJECT. FOR
INFORMATIONAL ONLY. CONTRACTOR MAY USE THESE SHEETS TO
CROSS SECTIONS SHOWN ON SHEETS C-303 THROUGH C-306 ARE 1.
NOTES:
GRADE
EXISTING
LEDGE
APPROXIMATE
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Continuing Authorities Program (CAP)/Passamaquoddy Tribe Emergency Shoreline Protection (Perry, ME)/30000 - Planning & Engineering & Design/30DA0 - Plan
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| PERRY-1_PLANS_Final_Redu |
| PERRY-1_G-001 |
| PERRY-1_G-101 |
| PERRY-1_PLANS_Final_Redu |
| PERRY-1_C-101 |
| PERRY-1_C-102 |
| PERRY-1_C-103 |
| PERRY-1_C-301 |
| PERRY-1_PLANS_Final_Redu |
| PERRY-1_C-302 |
| PERRY-1_C-303 |
| PERRY-1_C-304 |
| PERRY-1_C-305 |
| PERRY-1_PLANS_Final_Redu |
| PERRY-1_C-306 |
| 2020-03-24T12:41:20-0400 | |
| JACOBS.LAUREN.ASHLEY.1137790927 |
| 2020-03-27T08:11:13-0400 | |
| TESSIER.MATTHEW.E.1377053253 |
| 2020-03-27T12:01:29-0400 | |
| BACHAND.MICHAEL.L.1453980649 |
| 2020-04-01T08:49:26-0400 | |
| MARGOLIS.DAVID.I.1228573805 |
File details come from the government source that posted it. Updated .