W912ES20R0002 Plan Set 1-5.pdf
PDF 9 MB Posted
- Attached to
- Pigs Eye Islands Federal contract opportunity
- Solicitation number
- W912ES20R0002
About this file
This Request for Proposal solicits offers for the Pigs Eye Lake CAP 204 Project to improve aquatic and terrestrial habitat in Pigs Eye Lake, Minnesota. The project scope includes constructing up to six islands of varying sizes, sand benches, marsh habitat, and terrestrial plantings. The estimated value is between $10 million and $25 million. Offerors must be registered in the System for Award Management with active representations and certifications. The contract type will be firm-fixed-price, and the solicitation is set aside for small businesses only. Proposals are due as specified in the solicitation documents available on beta.SAM.gov. The solicitation will be conducted by the U.S. Army Corps of Engineers, St Paul District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A22 W912ES20R0002 0004 Solicitation Amendment.pdf | ||
| A22 W912ES20R0002 0003 Solicitation Amendment.pdf | ||
| PigsEye_2ndRevisedSection_35_20_23.40_13.pdf | ||
| ExTopo_2019Nov.txt | TXT text file | |
| ExTopo2015Oct.txt | TXT text file | |
| PigsEye_Tables.xlsx | XLSX spreadsheet | |
| PigsEye_RevisedSection_01_14_00.00_13.pdf | ||
| 2019_PigsEyeTurbidity.xlsx | XLSX spreadsheet | |
| PigsEye_RevisedSection_35_20_23.40_13.pdf | ||
| A22 W912ES20R0002 0002 Solicitation Amendment.pdf | ||
| A22 W912ES20R0002 0001 Solicitation Amendment.pdf | ||
| W912ES20R0002 Plan Set 24-25.pdf | ||
| Attachment 1 - Past Performance Questionnaire.docx | DOCX document | |
| W912ES20R0002 Plan Set 26-28.pdf | ||
| W912ES20R0002 Plan Set 29-47.pdf | ||
| W912ES20R0002 Plan Set 6-13.pdf | ||
| W912ES20R0002 Solicitation and Specifications.pdf | ||
| W912ES20R0002 Plan Set 14-23.pdf | ||
| Attachment 2 - Small Business Participation Commitment Plan.docx | DOCX document |
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Text version
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US Army Corps a u t o t im e
ID
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US Army Corps
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ST. PAUL, MN
Solicitation:
Contract:
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
PAUL DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE ST.
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
PROJECT MANAGER
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POOL 2
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W912ES20R0002
W E
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PIGS EYE ISLANDS
OCTOBER 2020
ACCESS
PROJECT
3000 FT SOUTH
APPROXIMATELY
WACO 22
6500 FT EAST
APPROXIMATELY
LAKE
2000 FT SOUTH
APPROXIMATELY
WALSER
SEE CS115
SITE
BORROW
PINE BEND
SEE CS116
SITE
BORROW
BOULANGER
UPPER
SEE CS117
SITE
BORROW
BOULANGER
LOWER
SEE CS118
DOWNSTREAM,
3 MILES
APPROXIMATELY
AREA
AND OFFICE
PARKING
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
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SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
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NGS PID AI27801013.072889169.141028154.67LAKE
GS PID AI7518957.432866842.681026549.14BUTLER
NGS PID DP7404720.852875644.971013901.49WALSER
NGS PID DL5445827.052883312.261018117.36WACO 22
DESCRIPTIONELEVATION EASTING NORTHING NAME
B
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0 2000'1000'
VICINITY MAP
SCALE: 1" = 1000'
LOCATION MAP
SCALE: NTS
C4
N
A2 0 8000'4000'
SCALE: 1" = 1000'
A1
N
BORROW LOCATION MAP
LOCATION
PROJECT
LOCATION
PROJECT
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®of Engineers
US Army Corps of Engineers
US Army Corps
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
LIMITS OF WORK
FILL
CUT
97-41M
AND NUMBER
BORING LOCATION
WATERMAIN
P.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
REMOVED BUILDINGS
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
SANITARY SEWER
NEW
NEW STORM SEWER
EXTENDED BERM
AND NUMBER
DWG OUTLINE
GROUND DUCT
EXISTING UNDER-
EXISTING GAS
SHEETPILE
EXIST
MAX
MIN
SST
TYPEXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGNDFES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SHEET ID X-000
HT HEIGHT
NTS NOT TO SCALE
/2
/2
M
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G I
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G E
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G-003
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B D
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P C
S S
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V E
Y F
T
N A
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POINTS
SURVEY CONTROL
GENERAL PROJECT NOTES:
B
.9
T S
U L L
Y
/0
/0
P
IG
S E
Y E I S
L A
N D
S
AVOID DAMAGE TO THESE UTILITIES.
AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO
IS RESPONSIBLE FOR MAKING THE DETERMINATION
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR
THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION5.
PERFORMED ON NOVEMBER 21, 2019.
UPDATED SOUNDINGS/BATHYMETRY DATA FROM USACE SURVEY
WATER SURFACE ELEVATION AT TIME OF SURVEY ELEVATION 687.4.
AND ADJUSTED TO LOW CONTROL POOL (L.C.P.) ELEVATION 687.2.
PERFORMED ON OCTOBER 22, 2015 FOR RIVER MILES 834.4-836.3
ORIGINAL SOUNDING /BATHYMETRY DATA FROM USACE SURVEY4.
ALL PROJECT ELEVATIONS REFER TO NAVD88. 3.
COORDINATES BASED ON MINNESOTA STATE PLANE SOUTH.
ORIGINAL HORIZONTAL CONTROL DATA COMPILED DGPS NAD 83 US FOOT.2.
TO THE CONTRACTING OFFICER UPON CONTRACT AWARD.
AND VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL1.
SAND FLOOR
N .T .S
P O
O L
W E
S
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S O
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IC
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N N
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2 3
C
4 5
A
B
M A
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A P
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D B
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P L
O T S
C A
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P L
O T D
A T
E
D A
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M A
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D E
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N
C O
N T
R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
REF.
SHEET
DRAWING NO.
CS603
CS602
CS601
CS503
CS502
CS501
CS304
CS303
CS302
CS301
CS204
CS203
CS202
CS201
CS118
CS117
CS116
CS115
CS114
CS113
CS112
CS111
CS110
CS109
CS108
CS107
CS106
CS105
CS104
CS103
CS102
CS101
C-101
B-203
B-202
B-201
B-101
G-101
G-003
G-002
G-001
CONSTRUCTION - HORIZONTAL CONTROL TABLES
ISLAND TRANSITION - GRADING POINTS & WORKLIMITS
HORIZONTAL CONTROL TABLES
ISLAND 7 - TRANSITION DETAILS
ISLAND 5 AND 6 - TRANSITION DETAILS
TYPICAL ISLAND DETAILS
PLUGS/BRIDGES/BREAKWATER - TYPICAL SECTIONS
ISLAND - SECTION - C
ISLAND - SECTION - B
ISLAND - SECTION - A
TOP OF ISLAND - PROFILES - 2 OF 2
TOP OF ISLAND - PROFILES - 1 OF 2
BRIDGE - PROFILES
PLUG - PROFILES
CONTRACTOR PARKING AND OFFICE AREA
LOWER BOULANGER - GRANULAR BORROW AREA
UPPER BOULANGER - FINES BORROW AREA
PINE BEND - GRANULAR BORROW AREA
STAGING FEATURES - PLAN
ISLAND CONSTRUCTION FEATURES - PLAN
ISLAND 7 - EXTENDED BERM & GROIN - PLAN
ISLAND 7 - BASE ISLAND - PLAN
ISLAND 6 - EXTENDED BERM & GROIN - PLAN
ISLAND 6 - BASE ISLAND - PLAN
ISLAND 5 - EXTENDED BERM & GROIN - PLAN
ISLAND 5 - BASE ISLAND - PLAN
ISLAND 4 - EXTENDED BERM & GROIN - PLAN
ISLAND 4 - BASE ISLAND - PLAN
ISLAND 3 - EXTENDED BERM & GROIN - PLAN
ISLAND 3 - BASE ISLAND - PLAN
ISLAND 1 - EXTENDED BERM & GROIN - PLAN
ISLAND 1 - BASE ISLAND - PLAN
CONTRUCTION FEATURES - PLAN
CIVIL DRAWINGS
BORING LOGS - ELEVATION - 3 OF 3
BORING LOGS - ELEVATION - 2 OF 3
BORING LOGS - ELEVATION - 1 OF 3
BORING LOCATION - PLAN
GEOTECH DRAWINGS
GENERAL SITE PLAN
DRAWING INDEX, GENERAL NOTES, AND LEGEND
LOCATION AND VICINITY MAP
COVER SHEET
GENERAL SHEETS
PEI204_CS603---.dgn
PEI204_CS602---.dgn
PEI204_CS601---.dgn
PEI204_CS503---.dgn
PEI204_CS502---.dgn
PEI204_CS501---.dgn
PEI204_CS304---.dgn
PEI204_CS303---.dgn
PEI204_CS302---.dgn
PEI204_CS301---.dgn
PEI204_CS204---.dgn
PEI204_CS203---.dgn
PEI204_CS202---.dgn
PEI204_CS201---.dgn
PEI204_CS118---.dgn
PEI204_CS117---.dgn
PEI204_CS116---.dgn
PEI204_CS115---.dgn
PEI204_CS114---.dgn
PEI204_CS113---.dgn
PEI204_CS112---.dgn
PEI204_CS111---.dgn
PEI204_CS110---.dgn
PEI204_CS109---.dgn
PEI204_CS108---.dgn
PEI204_CS107---.dgn
PEI204_CS106---.dgn
PEI204_CS105---.dgn
PEI204_CS104---.dgn
PEI204_CS103---.dgn
PEI204_CS102---.dgn
PEI204_CS101---.dgn
PEI204_C-101---.dgn
PEI204_B-203---.dgn
PEI204_B-202---.dgn
PEI204_B-201---.dgn
PEI204_B-101---.dgn
PEI204_G-101---.dgn
PEI204_G-003---.dgn
PEI204_G-002---.dgn
PEI204_G-001---.dgn
DESCRIPTION
REFERENCE DRAWING INDEX
SHEET REFERENCE
FLOW DURATION CURVES - JULY - DECEMBER - 1935 - 2019
FLOW DURATION CURVES - JANUARY - JUNE - 1935 - 2019
POOL ELEVATION DURATION CURVES - JULY - DECEMBER - 1935 - 2019
POOL ELEVATION DURATION CURVES - JANUARY - JUNE - 1935 - 2019
FLOW HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2010 - 2019
POOL ELEVATION HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2010 - 2019
AREA TO BE AVOIDED
PROJECT ACCESS
AREA BOUNDARY
SCIENTIFIC AND NATURAL
EAGLE NEST
EAGLE NEST
EAGLE NEST
EAGLE NEST
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E I2
G -1 d g n
A N
S I
D
B D
S
B D
S
G C
W
G-101
N
SCALE: 1''= 400'-0"
0 400'400' 200'
ISLAND 1
ISLAND 3
ISLAND 4
ISLAND 6
ISLAND 7
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
G E
N E
R A
L S
IT
E P
L A
N
H W
Y
.9
B
T S
U L L
Y
ISLAND 5
/1
/0
P
IG
S E
Y E I S
L A
N D
S
A1
GENERAL PLAN
SCALE: 1" = 400'
CS101/102
C S1
/1
CS105
/106
C S /1
C S
1/
C S /1
O P
T
IO
N
OPTION
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
W-1
W-2 W-3
W-4
W-5
W-6
W-7W-8
W-9
W-10
W-11
W-12 W-13
W-14
W-15
W-16
W-17
W-18
W-19
R
660'
R
R
R
AREA TO BE AVOIDED
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E I2
B -1 d g n
A N
S I
D
B D
S
B D
S
G C
W
B-101
N
SCALE: 1''= 400'-0"
0 400'400' 200'
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
H W
Y
.9
B
T S
U L L
Y
/0
/0
P
IG
S E
Y E I S
L A
N D
S
A1
SCALE: 1" = 400'
P L
A N
B O
R
IN
G L
O C
A T
IO
N
BORING LOCATION - PLAN
P O
O L
W E
S
R
ISLAND 1
ISLAND 3
ISLAND 4
ISLAND 5
ISLAND 6
ISLAND 7
15-4M/MU
15-1M/MU
15-2M
15-3M
16-5M
16-6M
16-7M
16-8M
16-9M
16-10M
16-11M
16-12M
16-13M
16-14M
19-15M/MU
19-16M/MU
19-17M
15-1M
Default
N 1031046.00
E 2876993.00
Elev 0.00
15-2M
Default
N 1027886.00
E 2874970.00
Elev 0.00
15-3M
Default
N 1026883.00
E 2877969.00
Elev 0.00
15-4M
Default
N 1025892.00
E 2876915.00
Elev 0.00
16-5M
Default
N 1030957.00
E 2876958.00
Elev 0.00
16-6M
Default
N 1030462.00
E 2876491.00
Elev 0.00
16-7M
Default
N 1029684.00
E 2875985.00
Elev 0.00
16-8M
Default
N 1029551.00
E 2877697.00
Elev 0.00
16-9M
Default
N 1029160.00
E 2876888.00
Elev 0.00
16-10M
Default
N 1027993.00
E 2877224.00
Elev 0.00
16-11M
Default
N 1028325.00
E 2876445.00
Elev 0.00
16-12M
Default
N 1027699.00
E 2874959.00
Elev 0.00
16-13M
Default
N 1027353.00
E 2876132.00
Elev 0.00
16-14M
Default
N 1026300.00
E 2877034.00
Elev 0.00
15-1MU
Default
N 1031046.00
E 2876993.00
Elev 0.00
15-4MU
Default
N 1025892.00
E 2876915.00
Elev 0.00
19-15M
Default
N 1030439.00
E 2876656.00
Elev 0.00
19-16M
Default
N 1029229.00
E 2875853.00
Elev 0.00
19-17M
Default
N 1027945.00
E 2877093.00
Elev 0.00
19-16MU
Default
N 1029229.00
E 2875853.00
Elev 0.00
19-15MU
Default
N 1030439.00
E 2876656.00
Elev 0.00
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
| W912ES20R0002 Plans 1 |
| W912ES20R0002 Plans 2 |
| W912ES20R0002 Plans 3 |
| W912ES20R0002 Plans 4 |
| W912ES20R0002 Plans 5 |
File details come from the government source that posted it. Updated .