W912QR20B0015Plans-0000.pdf
PDF 10 MB Posted
- Attached to
- Brookville Lake Rip Rap Overlay
- Solicitation number
- W912QR20B0015
About this file
This document provides details for a federal contract opportunity for Brookville Lake Rip Rap Overlay work. The solicitation is for rip rap overlay work at Brookville Lake Dam in Brookville, Indiana, with an estimated construction cost between $1,000,000 and $5,000,000. Offerors must have active System for Award Management registration representing the business as a single entity if bidding as a joint venture. Technical inquiries are to be submitted through the listed portal. The contracting agency is the Department of the Army Corps of Engineers Engineering District Louisville. Amy M. Phillips is identified as the contract specialist point of contact.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Opening Results.pdf | ||
| W912QR20B0015-0001.pdf | ||
| W912QR20B0015Specs-0000.pdf |
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US Army Corps of Engineers
Louisville District
P2# 128607, FY 2020
JOHN R. BOCK, PE
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
Reviewed by:*
Approval Recommended:*
Approved:*
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
QUALITY CONTROL
PE/A
ENGINEERING DIVISION, CHIEF
DATE
DATE
DATE
SCOPE OF WORK
BROOKVILLE, INDIANA
RIPRAP OVERLAY PROJECT
BROOKVILLE LAKE DAM
INDEX OF DRAWINGS
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Dam and Reservoir is located in Franklin County, Indiana near the city of Brookville.
cracks greater the 1/4 inch, and any badly damaged or rough pavement. Brookville
If needed, perform Full Depth Reclamation for base repairs and repair all potholes, of existing asphalt access road towards the downstream face of the Brookville Dam.
protection on the upstream face of the Brookville Dam, and removal and replacement
The scope of work for this task includes the placement of additional stone riprap
ARIMS: 1200 Disposition: Permanent
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21 July 2020
W912QR20B0015
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AREA MAP
VICINITY MAP
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BROOKVILLE LAKE
BROOKVILLE LAKE DAM
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OPERATING TOWER /
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O W
A
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PZ9PZ8
PZ11
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PZ27
PZ28
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PZ18 PZ19
EL 775'
MONUMENT IDENTIFICATION
SEE INSET FOR MOVEMENTEL 700'SPILLWAY
DRAIN
STONE
GUTTER
CONCRETE
DISCHARGE
GALLERY
DRAINAGE
1:2.8
F O
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C H
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W A T
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B15 B2
EL. 808.648
E 517663.484
N 1527016.581
B2 MOVEMENT MONUMENT
EL. 808.250
E 515072.333
N 1527235.511
B15 MOVEMENT MONUMENT
EL 700'
NOTES:
1. LOCATION OF INSTRUMENTS SHALL NOT BE
DISTURBED DURING CONSTRUCTION. CONTRACTOR
WILL BE REQUIRED TO PLACE STONE BY HAND
AROUND INSTRUMENTATION.
PL1PR1
BR3
PR2
BR4
PL2
BR5
PL3PR3
BR6
BR7
AL
BR8
AR
A1
T2
BR1
B10 B11
NOT TO SCALE
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US1
B10
AUS
B10
BUS
B10 CUS
B10
US1
B11
ADS
B10
BDS
B10
CDS
B10
US2
B10
US2
B11
US2
B10A
US2
B10B
US2
B10C
MOVEMENT MONUMENT
WELLPOINT PIEZOMETER
SLOPE INDICATOR
RELIEF WELL
WIER
BOLT MONUMENT
BRASS PLUG
REFERENCE MONUMENT
SEISMIC INSTRUMENT
CUTOFF WALL
DRAINAGE GALLERY MANHOLE
LEGEND
FOUNDATION BEDROCK
FOUNDATION SOIL
FOUNDATION SOIL/BEDROCK
NATIVE SOIL
EMBANKMENT SOIL
EMBANKMENT DRAIN
GC003
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POTENTIAL CONTRACTOR LAYDOWN AREA UPSTREAM EMBANKMENT LOOKING WEST
DOWNSTREAM EMBANKMENT LOOKING SOUTH REMOTE ACCESS CONTROL GATE
UPSTREAM EMBANKMENT LOOKING WEST
(TANK PLATFORM AND BRIDGE TO BE PROTECTED)
AST ON UPSTREAM EMBANKMENT LOOKING SOUTH FROM SERVICE BRIDGE
(PIER TO BE PROTECTED)
SERVICE BRIDGE UPSTREAM EMBANKMENT LOOKING WEST
(TYPICAL PIEZOMETER PIPES TO BE PROTECTED)
NATURALLY BENCHED WALKING PATH LOOKING WEST
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USACE PROJECT OFFICE
ABOVEGROUND STORAGE TAN K
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CS100
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BROOKVILLE LAKE
SERVICE BRIDGE
CONTROL TOWER AND
BROOKVILLE LAKE DAM
APPROX. EL. 752
APPROX. EL. 775
APPROX. EL. 793
APPROX. EL. 809
WALKING PATH
3' WIDE
SPILLWAY
AND OTHER CONCRETE STRUCTURES
ABOVEGROUND STORAGE TANK
PROTECT THE SERVICE BRIDGE,
C OF DAML
EXISTING GUARDRAIL
N 1,527,283.23
E 514,885.64
N 1,527,318.92
E 514,941.30
N 1,527,364.30
E 515,030.24
N 1,527,432.59
E 515,124.92
BASE BID APPROX. 187,946 SQ FT
INDOT REVETMENT RIPRAP
2 FT. THICK MODIFIED
BID OPTION I APPROX. 120,914 SQ FT
INDOT REVETMENT RIPRAP
2 FT. THICK MODIFIED
BID OPTION II APPROX. 96,981 SQ FT
INDOT REVETMENT RIPRAP
2 FT. THICK MODIFIED
CS101
K
M C
R
M C
R A
E
S
IT
E P
L
N
E
S T
E R
L E
N
100' 200'0
S T
H
IB
A U
D E
A U
CONTRACTOR WORK LIMITS
LEGEND
NOTES:
S H
E E
T O
F
BASE BID - MODIFIED INDOT REVETMENT RIPRAP
BID OPTION I - MODIFIED INDOT REVETMENT RIPRAP
BID OPTION II - MODIFIED INDOT REVETMENT RIPRAP
INDOT REVETMENT GRADATION.
2. REFER TO STONE PROTECTION SPECIFICATION FOR MODIFIED
OFFICER'S REPRESENTATIVE.
TO BE DETERMINED IN FIELD AND APPROVED BY CONTRACTING
THE CONTRACTOR WORK LIMITS SHOWN. EXACT LOCATION
1. CONTRACTOR LAYDOWN AREA SHALL BE LOCATED WITHIN
ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
5-
EXISTING GUARDRAIL
C OF DAM
EXIT PAD, SEE SHEET CS501
CONSTRUCTION ENTRANCE /
TEMPORARY GRAVEL
APPROX. EL. 752
APPROX. EL. 775
APPROX. EL. 793
APPROX. EL. 809
WALKING PATH
3' WIDE
RESTORED TO ORIGINAL CONDITION.
GUARDRAIL REMOVAL OR ALTERATIONS SHALL BE
COORDINATE WITH CONTRACTING OFFICER. ANY
OF EXISTING GUARDRAIL. CONTRACTOR SHALL
CONTRACTOR MAY REMOVE 50 LF MAXIMUM SECTIONS
TO PERMIT TEMPORARY ACCESS TO THE WORK,
DO NOT DISTURB
CONTROL GATE
REMOTE ACCESS
PUBLIC PARKING LOT
BASE BID APPROX. 187,946 SQ FT
INDOT REVETMENT RIPRAP
2 FT. THICK MODIFIED
BID OPTION II APPROX. 96,981 SQ FT
INDOT REVETMENT RIPRAP
2 FT. THICK MODIFIED
BID OPTION I APPROX. 120,914 SQ FT
INDOT REVETMENT RIPRAP
2 FT. THICK MODIFIED
LAKE STAFF TO ATTEND TO THE DAM
ROAD MUST REMAIN OPEN FOR
LIMITS OF ASPHALT RECLAMATION
LIMITS OF ASPHALT RECLAMATION
DETAILS ON SHEET CG302
ACCESS ROAD, SEE PAVEMENT
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
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A P
P R
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
X X
L O
U
IS
V
IL
L E D
IS
T R
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K Y
B R
O O
K V
IL
L E L
A K
E
IN
D
IA
N A
R
IR
R A
P O
V E
R L
A Y P
R O J E
C T
B R
O O
K V
IL
L E
IN
D
IA
N A
CERTIFIED FINAL
J
U N
E
L
N 1,527,041.80
E 517,750.91
N 1,527,085.63
E 517,695.49
N 1,527,145.01
E 517,619.24
N 1,527,227.82
E 517,546.27
BROOKVILLE LAKE
BROOKVILLE LAKE DAM
CS102
K
M C
R
M C
R A
E
S
IT
E P
L
N
E
S T
E R
L E
N
100' 200'0
S T
H
IB
A U
D E
A U
CONTRACTOR WORK LIMITS
LEGEND
NOTES:
S H
E E
T O
F
INDOT REVETMENT GRADATION.
2. REFER TO STONE PROTECTION SPECIFICATION FOR MODIFIED
OFFICER'S REPRESENTATIVE.
TO BE DETERMINED IN FIELD AND APPROVED BY CONTRACTING
THE CONTRACTOR WORK LIMITS SHOWN. EXACT LOCATION
1. CONTRACTOR LAYDOWN AREA SHALL BE LOCATED WITHIN
BASE BID - MODIFIED INDOT REVETMENT RIPRAP
BID OPTION I - MODIFIED INDOT REVETMENT RIPRAP
BID OPTION II - MODIFIED INDOT REVETMENT RIPRAP
ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
5-
30'
3'
2'
30'
2'
3'
PATH DETAIL THIS SHEET
SEE DETAIL WALKING
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
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A P
P R
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
X X
L O
U
IS
V
IL
L E D
IS
T R
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K Y
B R
O O
K V
IL
L E L
A K
E
IN
D
IA
N A
R
IR
R A
P O
V E
R L
A Y P
R O J E
C T
B R
O O
K V
IL
L E
IN
D
IA
N A
CERTIFIED FINAL
J
U N
E
0 600300
100200300400500600 100 200 300 400 500 600
NATURAL GROUND
P Z
P Z
P Z
P Z
PZ11
P Z 6W P
W P
W P
R W
A R
W
DOWNSTREAMUPSTREAM
WINTER POOL=740'
SEASONAL POOL=748'
TOP OF DAM=809'
FLOOD POOL=775'
GRANULAR FILL
COMPACTED
IMPERVIOUS FILL
COMPACTED
DRAIN
3'HORIZONTAL
SLOPE PROTECTION
4'COMPACTED EARTH
FILL
RANDOM
COMPACTED
FILL
GRANULAR
COMPACTED
DRAIN
INCLINED
EL802'
EL775'
1:
2.
1:
1.
1:2.82
PZ11
TYPICAL DAM SECTION
N.T.S.
N.T.S.
BASE BID - EL. 752 TO EL. 775
EL. 775
EXISTING GRADE
WALKING PATH
EXISTING GUARDRAILEXISTING GUARDRAIL
FROM EL. 775 (2 FT THICK) TO EL. 779 (0FT THICK)
RIPRAP WILL BE TAPERED IN THICKNESS
EL. 752
C DAML
UPSTREAM SLOPE
FROM EL. 752 TO EL. 775
REVETMENT RIPRAP OVERLAY
2 FT MODIFIED INDOT 1
EL. 752
N.T.S.
WALKING PATH DETAIL
INDOT #2
6" LAYER OF
INDOT #8
3" LAYER OF
REVETMENT RIPRAP OVERLAY
2 FT MODIFIED INDOT
WALKING PATH
AS NEEDED TO SUPPORT
REVETMENT RIPRAP OVERLAY,
2 FT MODIFIED INDOT
CG301
K
M C
R
M C
R A
E
J E
S T
E R
L
Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S S T
H
IB
A U
D E
A U
ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
5-
2'
30'
2' 2'
30'
2'
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
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A P
P R
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
X X
L O
U
IS
V
IL
L E D
IS
T R
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K Y
B R
O O
K V
IL
L E L
A K
E
IN
D
IA
N A
R
IR
R A
P O
V E
R L
A Y P
R O J E
C T
B R
O O
K V
IL
L E
IN
D
IA
N A
CERTIFIED FINAL
J
U N
E
N.T.S.
BID OPTION II - EL. 793 TO EL. 809
EXISTING GUARDRAIL
EXISTING GUARDRAIL
EL. 793
EL. 809
2.6
EL. 775
EXISTING GRADE
EL. 752
C DAML
UPSTREAM SLOPE
EL. 805
FROM EL. 793 TO EL. 805
REVETMENT RIPRAP OVERLAY
2 FT MODIFIED INDOT
A A
6 INCH MIN.
THICKNESS
12' MIN.
OR AS REQUIRED
BY VEHICLE USAGE
PUBLIC ROAD
F
E E
T M
IN
PLAN
SECTION A
F
E E
T
INDOT #5 AGGREGATE
OF EXISTING PAVEMENT WITH
CAP 10 FEET TO CLOSEST EDGE
(WASHED)
AGGREGATE STONE
INDOT #2 COARSE
NON-WOVEN GEOTEXTILE FABRIC
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT PAD
N.T.S
1.5" ASPHALT SURFACE
TACK COAT
PAVEMENT SECTION DETAIL
N.T.S
4.5' ASPHALT BASE
8" GRAVEL BASETACK COAT
N.T.S.
BID OPTION I - EL. 775 TO EL. 793
EXISTING GUARDRAIL EXISTING GUARDRAIL
EL. 793
EL. 775
EXISTING GRADE
FROM EL. 793 (2 FT THICK) TO EL. 797 (0FT THICK)
RIPRAP WILL BE TAPERED IN THICKNESS
EL. 752
C DAML
UPSTREAM SLOPE
FROM EL. 775 TO EL. 793
REVETMENT RIPRAP OVERLAY
2 FT MODIFIED INDOT
CG302
K
M C
R
M C
R A
E
J E
S T
E R
L
T
H
IB
A U
D E
A U
T Y
P
IC
A L S
E C
T
IO
N A
N D D
E T
A
IL
S
ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
5-
| GI001 |
| GI002 |
| GC001 |
| GC002 |
| GC003 |
| GC004 |
| CS100 |
| CS101 |
| CS102 |
| CG302 |
File details come from the government source that posted it. Updated .