W912QR20B0019Plans-0003.pdf
PDF 5 MB Posted
- Attached to
- Rebuild Test Structures at Lima, OH Federal contract opportunity
- Solicitation number
- W912QR20B0019
About this file
This document provides details for an Invitation for Bid for the Rebuild Test Structures project at Lima, Ohio. The project includes construction of a new concrete mobility test slope that is 108' long by 80' wide with a 20' center path and 24' high, and a new water fording pit that is 152' long by 26'6" wide with a 16' path for tanks. The project also includes new access drives, grading, drainage, domestic water and sanitary sewer utilities. Demolition of existing structures is required. The bid due date is TBD and will be awarded as a firm-fixed-price contract to a small business. The selected contractor must be registered in the Joint Certification Program and have a SAM registration as an eligible U.S. company with U.S. citizen employees. The point of contact is provided for any questions.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Results.pdf | ||
| W912QR20B0019-0004.pdf | ||
| W912QR20B0019Specs-0003.pdf | ||
| W912QR20B0019-0002.pdf | ||
| US Certification Letter.docx | DOCX document | |
| W912QR20B0019Specs-0001.pdf | ||
| Site Visit Roster Sheet.pdf | ||
| W912QR20B0019Plans-0000.pdf | ||
| W912QR20B0019Specs-0000.PDF | ||
| US Certification Letter.docx | DOCX document |
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BORING LOCATION
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
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LEGEND
COORDINATE CHART
BORING # NORTHING EASTING
380,196.35 1,516,308.81
380,343.16 1,516,304.31
380,244.11 1,516,175.91
GENERAL BORING NOTES
1. REFER TO SHEET B-301 FOR BORING LOGS.
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80' 40' 0 80' 160' 240'
GRAPHIC SCALE: 1" = 80'
N
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LEGEND
CONCRETE PAVEMENT REMOVAL.
PHOTOGRAPH ID AND DIRECTION. REFER
TO SHEET CD701 FOR PHOTOGRAPHS.
GRAVEL PAVEMENT REMOVAL.
CONSTRUCTION LIMITS.
STEAM LINE REMOVAL.
MPC
GENERAL DEMOLITION NOTES
1. REFER TO SPECIFICATIONS FOR INFORMATION
REGARDING ASBESTOS, LEAD AND OTHER
CONTAMINANTS AND FOR INFORMATION REGARDING ANY
RECORD OF ENVIRONMENTAL CONSIDERATION (REC) OR
FINDING OF NO SIGNIFICANT IMPACT (FONSI).
2. GPS MONUMENTATION FOUND WITHIN CONSTRUCTION
LIMITS ARE NOT REQUIRED TO BE RELOCATED.
3. TEMPORARY CONSTRUCTION FENCING NOT REQUIRED
FOR ENTIRE CONSTRUCTION AREA. CONTRACTOR SHALL
PROVIDE TEMPORARY FENCING TO SECURE
CONTRACTOR LAYDOWN AREA. CONTRACTOR SHALL
PROVIDE SAFETY FENCING AT ANY OPEN EXCAVATION OR
AREA IN ACCORDANCE WITH SPECIFICATIONS.
4. CONTRACTOR TO DISPOSE OF ALL CONSTRUCTION
WASTE, DEMOLITION MATERIAL OR SPOIL MATERIAL OFF
PROPERTY AT NO ADDITIONAL COST TOT HE
GOVERNMENT. NO SPOIL AREA FOR SOILS OR MATERIALS
IS AVAILABLE AT JSMC. NO LANDFILL IS AVAILABLE FOR
CONTRACTOR USE AT JSMC. ALL CONSTRUCTION AND
DEMOLITION DEBRIS AND WASTE, INCLUDING ALL
REMOVED CONCRETE, MUST BE REMOVED AND DISPOSED
OF BY CONTRACTOR AT NO ADDITIONAL COST TO THE
GOVERNMENT, AND IN ACCORDANCE WITH ALL DISPOSAL
REGULATIONS.
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GRAVEL PVMT.
CONC.
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B.M. #2
LP 8
LP 9
LP 10
LP 12
LP 13
LP 14
LP
LP 16
LP 17
LP 18
LP 20
LP21
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#102
S D
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SOIL BORING #3
INV: 868.71
N 379904.18
E 1516008.08
N 380504.32
E 1516314.90
N 380345.51
E 1516494.20
N 379904.18
E 1516494.20
N 380275.11
E 1516008.08
N 380119.83
E 1516417.13
N 380216.27
E 1516416.66
N 380119.83
E 1516288.02
N 380087.24
E 1516288.02
N 380087.23
E 1516255.93
N 379996.05
E 1516437.54
N 379995.67
E 1516307.51
N 379916.03
E 1516437.62
N 379915.65
E 1516307.51
N 380434.41
E 1516251.67
N 380401.81
E 1516276.06
N 380458.85
E 1516352.54
N 380491.73
E 1516328.29
N 380264.70
E 1516026.21
N 380232.10
E 1516050.60
N 380286.40
E 1516122.28
N 380318.72
E 1516097.81
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US Army Corps of Engineers
SHEET KEYNOTES
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
LEGEND
MPC
GENERAL DEMOLITION NOTES
D E
M O
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1. EXISTING CONCRETE TEST RAMP TO BE REMOVED.
REMOVE TO GRADE.
2. EXISTING CONCRETE PAVEMENT TO BE REMOVED.
3. EXISTING PVC STORM PIPE TO BE REMOVED.
4. EXISTING HEADWALL TO BE REMOVED.
5. EXISTING GRAVEL PAVEMENT TO BE REMOVED.
6. EXISTING LIGHT POLE TO BE REMOVED.
7. EXISTING BITUMINOUS PAVEMENT TO BE REMOVED.
PROVIDE CLEAN STRAIGHT SAW CUT PRIOR TO REMOVAL.
8. REMOVE TEST RAMP. REFER TO GRADING PLANS.
H
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F
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CONCRETE PAVEMENT REMOVAL.
PHOTOGRAPH ID AND DIRECTION. REFER
TO SHEET CD701 FOR PHOTOGRAPHS.
BITUMINOUS PAVEMENT REMOVAL.
CONSTRUCTION LIMITS.
STEAM LINE REMOVAL.
1. REFER TO SPECIFICATIONS FOR INFORMATION
REGARDING ASBESTOS, LEAD AND OTHER
CONTAMINANTS AND FOR INFORMATION REGARDING ANY
RECORD OF ENVIRONMENTAL CONSIDERATION (REC) OR
FINDING OF NO SIGNIFICANT IMPACT (FONSI).
2. GPS MONUMENTATION FOUND WITHIN CONSTRUCTION
LIMITS ARE NOT REQUIRED TO BE RELOCATED.
3. TEMPORARY CONSTRUCTION FENCING NOT REQUIRED
FOR ENTIRE CONSTRUCTION AREA. CONTRACTOR SHALL
PROVIDE TEMPORARY FENCING TO SECURE
CONTRACTOR LAYDOWN AREA. CONTRACTOR SHALL
PROVIDE SAFETY FENCING AT ANY OPEN EXCAVATION OR
AREA IN ACCORDANCE WITH SPECIFICATIONS.
4. CONTRACTOR TO DISPOSE OF ALL CONSTRUCTION
WASTE, DEMOLITION MATERIAL OR SPOIL MATERIAL OFF
PROPERTY AT NO ADDITIONAL COST TOT HE
GOVERNMENT. NO SPOIL AREA FOR SOILS OR MATERIALS
IS AVAILABLE AT JSMC. NO LANDFILL IS AVAILABLE FOR
CONTRACTOR USE AT JSMC. ALL CONSTRUCTION AND
DEMOLITION DEBRIS AND WASTE, INCLUDING ALL
REMOVED CONCRETE, MUST BE REMOVED AND DISPOSED
OF BY CONTRACTOR AT NO ADDITIONAL COST TO THE
GOVERNMENT, AND IN ACCORDANCE WITH ALL DISPOSAL
REGULATIONS.
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EX ST MH #3
TOP 864.15
12" SW INV 859.81
4" NE INV 862.01
EX CB #2
TOP 864.67
12" SW INV 862.32
4" E INV 863.07
EX CB #3
TOP 864.24
30" SE INV 858.29
24" NW INV 856.94
30" NE INV 856.84
EX ST MH #4
TOP 864.14
6" E INV 857.84
4" NW INV 859.09
EX ST MH #2
TOP 864.02
27" SE INV 858.92
12" SE INV 860.10
30" NW INV 858.87
EX CB #1
TOP 863.79
24" SW INV 860.54
12" NE INV 860.69
EX ST MH #1
TOP 863.74
21" SE INV 859.84
24" NE INV 859.69
27" NW INV 859.54
EX CB #4
TOP 860.26
12" N INV 859.16
EX CB #5
TOP 858.94
12" S INV 857.84
12" NE INV 857.84
8" NW INV 859.24
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N 381296.39
E 1515922.19
N 381195.39
E 1516083.33
N 381163.42
E 1516113.85
N 381054.42
E 1516071.66
N 381015.14
E 1516018.40
N 380968.85
E 1516034.24
N 381079.71
E 1516038.55
N 381054.83
E 1516004.83
N 381265.94
E 1515837.30
N 381008.17
E 1515943.26
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US Army Corps of Engineers
SHEET KEYNOTES
1. EXISTING TEST PIT TO BE REMOVED. REMOVE
STRUCTURES, EQUIPMENT AND APPURTENANCES. CAP
ALL UTILITY LINES INCLUDING UTILITY LINES CONNECTING
TEST PIT AND EFV PIT.
2. EXISTING CONCRETE PAVEMENT TO BE REMOVED.
PROVIDE NEAT SAWCUT AT PAVEMENT TO REMAIN.
3. LIMITS OF REMOVAL.
4. HYDRANT AND BOLLARDS TO REMAIN.
5. EXISTING SIGN TO BE REMOVED.
6. EXISTING OVERHEAD STEAM LINE TO BE REMOVED TO
BUILDING 147. CAP AND DRIP BACK TO CONDENSATE AT
THE BUILDING. STEAM LINE SUPPORT STRUCTURES THAT
ARE NOT SERVING ANY OTHER UTILITIES SHALL ALSO BE
REMOVED. LOCATION OF STEAM LINE TO BE FIELD
VERIFIED PRIOR TO DEMOLITION.
7. OPTION: EXISTING EFV TEST PIT TO BE REMOVED.
REMOVE ALL STRUCTURES, EQUIPMENT AND
APPURTENANCES. REMOVE ALL UTILITY LINES
CONNECTING EFV TEST PIT AND OTHER TEST PIT TO BE
REMOVED. CAP ALL OTHER UTILITIES. REMOVE EXISTING
CONCRETE PAVEMENT AT EFV TEST PIT. PROVIDE NEAT
SAWCUT AT PAVEMENT TO REMAIN. OPTION TO BE
EXERCISED WITHIN 120 DAYS.
8. ALL EXISTING ELECTRICAL WIRING, CONDUIT AND
DEVICES FOR THE TEST PIT PUMP AND PUMP
CONTROLLER SHALL BE REMOVED. EXISTING ELECTRICAL
WIRING AND CONDUIT FEEDING THE PUMP CONTROLLER
SHALL BE DEMOLISHED BACK TO THE SPLICE LOCATION
ON THE POLE, LEAVING THE EXISTING LIGHTING CIRCUIT
IN PLACE.
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
A
LEGEND
D E
M O
L I T
I O
N
P
L A
N
A
B
C
CONCRETE PAVEMENT REMOVAL.
PHOTOGRAPH ID AND DIRECTION. REFER
TO SHEET CD701 FOR PHOTOGRAPHS.
GRAVEL PAVEMENT REMOVAL.
CONSTRUCTION LIMITS.
STEAM LINE REMOVAL.
MPC
AREA OF EXISTING TEST PIT AND AREA OF EXISTING EFV TEST PIT IF
OPTION TO REMOVE EFV TEST PIT IS AWARDED SHALL BE BACKFILLED
TO MATCH SURROUNDING GRADE AFTER DEMOLITION. COMMON
EXCAVATIONS MAY BE USED FOR FILL MATERIAL. AREA SHALL BE
SEEDED AFTER BACKFILLING. REFER TO SPECIFICATIONS 31 00 00.00
06 EARTHWORK AND 32 92 19 SEEDING FOR MORE INFORMATION.
GENERAL DEMOLITION NOTES
1. REFER TO SPECIFICATIONS FOR INFORMATION
REGARDING ASBESTOS, LEAD AND OTHER
CONTAMINANTS AND FOR INFORMATION REGARDING ANY
RECORD OF ENVIRONMENTAL CONSIDERATION (REC) OR
FINDING OF NO SIGNIFICANT IMPACT (FONSI).
2. GPS MONUMENTATION FOUND WITHIN CONSTRUCTION
LIMITS ARE NOT REQUIRED TO BE RELOCATED.
3. TEMPORARY CONSTRUCTION FENCING NOT REQUIRED
FOR ENTIRE CONSTRUCTION AREA. CONTRACTOR SHALL
PROVIDE TEMPORARY FENCING TO SECURE
CONTRACTOR LAYDOWN AREA. CONTRACTOR SHALL
PROVIDE SAFETY FENCING AT ANY OPEN EXCAVATION OR
AREA IN ACCORDANCE WITH SPECIFICATIONS.
4. CONTRACTOR TO DISPOSE OF ALL CONSTRUCTION
WASTE, DEMOLITION MATERIAL OR SPOIL MATERIAL OFF
PROPERTY AT NO ADDITIONAL COST TOT HE
GOVERNMENT. NO SPOIL AREA FOR SOILS OR MATERIALS
IS AVAILABLE AT JSMC. NO LANDFILL IS AVAILABLE FOR
CONTRACTOR USE AT JSMC. ALL CONSTRUCTION AND
DEMOLITION DEBRIS AND WASTE, INCLUDING ALL
REMOVED CONCRETE, MUST BE REMOVED AND DISPOSED
OF BY CONTRACTOR AT NO ADDITIONAL COST TO THE
GOVERNMENT, AND IN ACCORDANCE WITH ALL DISPOSAL
REGULATIONS.
5. CONTRACTOR TO COORDINATE REMOVAL OF STEAM LINE
SUPPORT POLES, STRUCTURES AND ELECTRIC SERVICE LINES TO
TEST PITS AND TEST PIT AREA WITH CONTRACTING OFFICER
PRIOR TO REMOVAL. ELECTRICAL SERVICE LINES SHALL BE
REMOVED BACK TO EXISTING CONTROL AND/OR ELECTRICAL
PANEL. SITE LIGHTING POLES AND ELECTRIC SERVICE TO AREA
LIGHTS TO REMAIN.
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
W
2Q R
B0
9-
P
T
P
T
P
E
V.P.
T
P
C
O
E
T
P
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
CONC. PVMT.
CONC. PVMT.
A
S
P
H
A
L
T
P
V
M
T
C
O
N
M
T
A
S
P
H
A
L
T
P
V
M
T
CONC. PVMT.
C
O
N
M
T
A
S
P
H
A
M
T
A
S
P
H
A
M
T
A
S
P
H
A
M
T
C
O
N
M
T
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
A
S
P
H
A
M
T
C
O
N
M
T
A
S
P
H
A
L T
P
V
M
T
E
L
E
C
T
R
I
C
P
A
N
E
L
E
I
L
LP 2
LP4
LP5
LP6
LP
LP 8
LP 9
LP 10
LP 11
LP 12
LP 13
LP 14
LP 16
LP 17
LP 18
LP
LP 20
LP21
LP22
LP23
D
C
B
C
B
D
D
CO
D
C
B
C
B
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
C
O
N
M
T
C
O
N
M
T
A S
P H
A
M
T
N
W
M
P
N
T
BIORETENTION
AREA
O V
E R
A L L
G
R A
A
I N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG101
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d g a m
US Army Corps of Engineers
80' 40' 0 80' 160' 240'
GRAPHIC SCALE: 1" = 80'
N
CG112
CG111
GENERAL GRADING NOTES
STORM SEWER MANHOLE.
CONCRETE HEADWALL.
STORM SEWER PIPE.
STORMWATER OUTLET STRUCTURE.
MAJOR CONTOUR.
MINOR CONTOUR.
CONSTRUCTION LIMITS.
LEGEND
1. EXISTING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO
BEGINNING CONSTRUCTION.
2. CONTRACTOR TO DEVELOP AND PROVIDE SWPPP IN
ACCORDANCE WITH SPECIFICATION 01 57 19.00 06.
CONTRACTOR SHALL OBTAIN AND AND ALL NECESSARY
PERMITS AND INSTALL ALL REQUIRED BMPS PRIOR TO
GROUND DISTURBANCE ACTIVITIES.
18" SD
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
W
2Q R
B0
9-
T
P
T
P
E
V.P.
CONC. PVMT.
A
S
P
H
A
L
T
P
V
M
T
CONC. PVMT.
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
LP 8
LP 9
LP 10
LP 12
LP 13
LP 14
LP 16
LP 17
LP 18
LP 20
LP21
LP22
S D
S D
E x
C
M P
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
A S
P H
A
M
T
INV: 868.71
BIORETENTION
AREA
SD MH-02
TOP: 876.36
INV: 869.90
CB-01
TOP: 875.63
INV: 871.61
SD MH-01
TOP: 875.12
INV: 869.50
BIO-RET OUTLET
TOP: 874.06
INV: 870.20
HW-01
INV: 870.50
HW-02
INV: 870.50
SD MH-03
TOP: 877.47
INV: 874.64
SD MH-04
TOP: 877.69
INV: 874.23
SD MH-05
TOP: 877.91
INV: 874.57
SW TRENCH DRAIN
START INV: 876.16
END INV: 875.97
NE TRENCH DRAIN
START INV: 876.16
END INV: 875.97
I
N
N
M
P
N
T
G R
A D
E
A
A
A
N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG111
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d g a m
US Army Corps of Engineers
SHEET KEYNOTES
1. PROVIDE STORM SEWER PIPE. REFER TO DETAIL 2, SHEET
CU501.
2. PROVIDE STORM SEWER MANHOLE. REFER TO DETAIL 1,
SHEET CG501.
3. PROVIDE STORM SEWER CATCH BASIN. REFER TO SHEET
CG502.
4. PROVIDE CONCRETE HEADWALL. REFER TO DETAIL 2,
SHEET CG501.
5. PROVIDE STORMWATER OUTLET STRUCTURE, REFER TO
DETAIL 2, SHEET CG503.
6. PROVIDE LOW IMPACT BIORETENTION AREA. REFER TO
DETAIL 1, SHEET CG503.
7. PROVIDE STORM SEWER MANHOLE. CONNECT TO
EXISTING 24" STORM LINE. REFER TO DETAIL 1, SHEET
CG501.
8. PROVIDE TRENCH DRAIN. REFER TO DETAIL 1, SHEET
CG504.
9. PROVIDE 6" PERFORATED PIPE UNDERDRAINS. REFER TO
DETAIL 1, SHEET CG503.
STORM SEWER MANHOLE.
CONCRETE HEADWALL.
STORM SEWER PIPE.
STORMWATER OUTLET STRUCTURE.
MAJOR CONTOUR.
MINOR CONTOUR.
CONSTRUCTION LIMITS.
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
LEGEND
18" SD
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
W
2Q R
B0
9-
R.C.PIPE (BELL &
SPIGOT JOINT)
36" ROUND TRASH RACK
CLASS A CONCRETE
CLASS A CONCRETE
36" ROUND TRASH RACK
4" MIN CLASS A
CONCRETE
S
U
R
F
A
O
W
2-3" OF 3/8" GRAVEL
2-3" COVER
OVER PIPE
BIORETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6" FROM THE
SURROUNDING GRADE
PIPE CATCH BASIN
WITH TRASH RACK.
REFER TO DETAIL
2, THIS SHEET
2" MIN
2" MIN
4'
36"
36" RISER
NON-WOVEN GEOTEXTILE
TO BE WRAPPED AROUND
CONNECTION
CAST IN PLACE
CONCRETE
ENCASEMENT
PERFORATED
PIPE
PROVIDE SPACER TO
MATCH INVERTS
AS NECESSARY
CLASS I BEDDING
TO SUPPORT
CONCRETE COLLAR
FINISH GRADE
V A
R I E
S
RCP PIPE
PERFORATED PIPE TO CONCRETE PIPE CONNECTION
LOW IMPACT BMP
PIPE CATCH BASIN WITH TRASH RACK
LOW IMPACT BMP
BIORETENTION BASIN
SUBGRADE COMPACTED 95%
OF LABORATORY MAXIMUM DENSITY
(ASTM D 1557)
PAVED AREA
12" MIN
NON-WOVEN
GEOTEXTILE
REFER TO
SPECIFICATIONS
#67 CRUSHED ROCK
SODSOD
TIE TO STORMDRAIN
SYSTEM.
4" FOR ALL BASINS
30" MIN. ENGINEERED SOIL
*SEE NOTE BELOW
6" PERFORATED PVC UNDERDRAIN
PIPES *PLACE PIPE WITH
PERFORATIONS AT THE
INVERT*
TIE UNDERDRAIN SYSTEM
PIPES INTO RISER. REFER
TO PLAN SHEETS FOR
LAYOUT
*BIORETENTION “ENGINEERED SOIL” LAYER SHALL BE MINIMUM 30” DEEP. THE SOIL MIX SHOULD BE UNIFORM AND FREE
OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. IT SHOULD BE A HOMOGENOUS
SOIL MIX OF 75 TO 85 PERCENT BY VOLUME MEDIUM TO COARSE WASHED SAND (USDA SOIL TEXTURAL
CLASSIFICATION), 8 TO 10 PERCENT FINES (SILT AND CLAY), AND 5 TO 10 PERCENT ORGANIC MATTER (SUCH AS PINE
BARK FINES). ADDITIONALLY, THE PHOSPHORUS CONTENT OF THE SOIL MIX SHOULD BE LOW. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO HAVE THE SOIL ANALYZED. THE P INDEX FOR BIORETENTION SOIL MEDIA
SHOULD ALWAYS RANGE BETWEEN 10 AND 30. THE P INDEX IS AN EXTREMELY IMPORTANT DESIGN ELEMENT. CELLS
THAT ARE CONSTRUCTED OF HIGH P-INDEX SOILS CAN EXPORT PHOSPHORUS.
NOTE: CUT SOIL FROM THE PROJECT SITE OR SOIL FROM THE BORROW PIT MAY NOT BE USED FOR THE ENGINEERED
SOIL FOR THE BIORETENTION BASINS
THE MEDIA SHOULD BE TESTED TO DETERMINE AN ACTUAL DRAINAGE RATE AFTER PLACEMENT. THE PERMEABILITY
SHOULD FALL BETWEEN 1 AND 6 INCHES PER HOUR, WITH 1-2 INCHES PER HOUR BEING PREFERRED. AS A RULE OF
THUMB, USING THE ABOVE-SPECIFIED MEDIA, THE INFILTRATION RATES SHOULD BE APPROXIMATELY 2 IN/HR AND 1
IN/HR FOR 8% AND 10% FINES, RESPECTIVELY.
REFER TO PLANS FOR FINISH GRADES.
**#67 CRUSHED ROCK LAYER SHALL BE 24" DEEP FOR ALL BIORETENTION BASINS.
INTERNAL
WATER
STORAGE
** SEE NOTE
BELOW
V A
R I E
S
M
I N
M
I N
DETAIL
NOT TO SCALE
CG111
DETAIL
NOT TO SCALE
TYP
DETAIL
NOT TO SCALE
CG111
G R
A D
E
A
A
T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG503
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d g a m
US Army Corps of Engineers
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
W
2Q R
B0
9-
2" (MIN) FOUNDATION ON BASE
10" (MIN)
D + 24" * (MIN.)
SLOTTED TRENCH DRAIN
6"-8" THICK TRENCH WALL
NOTE:
1.
2.
3.
4.
CONCRETE PAVEMENT
(SEE NOTE 4 BELOW)
BACKFILL PER
FAA AC 150/5370-10D,
ITEM D-702
PROVIDE SLOTTED TRENCH DRAIN TO
SUPPORT M1A2 ABRAMS TRACKED VEHICLE.
MAX SLOT WIDTH 2".
TRENCH DRAIN AND GRATE SHALL CONVEY
10 YR. STORM EVENT (0.33 CFS).
REFER TO DETAIL 1, SHEET CS501 FOR ADDITIONAL
INFORMATION ON NEW PAVEMENT SECTION.
DETAIL
NOT TO SCALE
TYP
2"
MIN
MAX 2"
WIDE SLOT
G R
A D
E
A
A
T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG504
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d g a m
US Army Corps of Engineers
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
W
2Q R
B0
9-
P
T
P
E
V.P.
CONC. PVMT.
A
S
P
H
A
L
T
P
V
M
T
CONC. PVMT.
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
B.M. #2
LP 8
LP 9
LP 10
LP 12
LP 13
LP 14
LP 16
LP 17
LP 18
LP 20
LP21
LP22
TRAV PT.
#102
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
A S
P H
A
M
T
N 380119.83
E 1516417.13
N 379996.05
E 1516437.54
N 379995.67
E 1516307.51
N 379916.03
E 1516437.54
N 379915.65
E 1516307.51
130'
150'
N
M
P
N
T
R
R
R 30'
R
R
R
R
R15'
N 380086.85
E 1516199.81
N 380087.24
E 1516288.02
N 380119.83
E 1516288.02
N 380317.29
E 1516416.17
N 380429.99
E 1516367.31
N 380376.15
E 1516295.18
N 380378.47
E 1516293.39
N 380206.80
E 1516069.67
N 380261.39
E 1516141.22
N 380260.89
E 1516141.60
N 380310.50
E 1516301.53
N 380236.11
E 1516204.84
N 380268.04
E 1516325.88
N 380201.83
E 1516239.82
N 380327.57
E 1516307.32
CONTRACTOR
LAYDOWN
AREA
N 380234.88
E 1516186.85
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US Army Corps of Engineers
SHEET KEYNOTES
1. PROVIDE CONCRETE SIDEWALK. REFER TO DETAIL 1,
SHEET CS502.
2. PROVIDE NEW TEST PIT. REFER TO STRUCTURAL
DRAWING S-111.
3. PROVIDE NEW TEST RAMP. REFER TO STRUCTURAL
DRAWING S-112.
4. PROVIDE NEW CONCRETE PAVEMENT. REFER TO DETAIL
1, SHEET CS501.
5. PROVIDE NEW CONCRETE FILLED BOLLARD. REFER TO
DETAIL 8, SHEET CS501.
6. PROVIDE WIND CONE. REFER TO DETAIL 9, SHEET CS501.
7. CONTRACTOR LAYDOWN AREA AND DIMENSIONS ARE FOR
BIDDING PURPOSES ONLY. CONTRACTOR SHALL
COORDINATE LAYDOWN AREA WITH COR.
CONCRETE PAVEMENT.
CONSTRUCTION LIMITS.
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
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BOLLARD
18" DIA
M
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8" DIA. STEEL PIPE,
CONCRETE FILLED
PAINTED YELLOW
UNLESS OTHERWISE
NOTED
GRADE LINE
CS111
DETAIL
NOT TO SCALE
PROVIDE EXPANSION JOINT AT ALL LOCATIONS
WHERE CONCRETE ABUTS EXISTING OR NEW
CONCRETE STRUCTURES.
PROVIDE CONTRACTION JOINTS AS REQUIRED.
PROVIDE EXPANSION JOINTS AS REQUIRED.
1.
2.
3.
CONCRETE PAVEMENT NOTES:
*ODOT: OHIO DEPARTMENT OF
TRANSPORTATION STANDARD
SPECIFICATIONS CONSTRUCTION
OF TRANSPORTATION SYSTEMS
EXPANSION JOINT
TRANSVERSE
CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
EXPANSION JOINT CONTRACTION JOINT
CONSTRUCTION JOINT
5/8" 5/8"
16"
D
D
D
D
5' MIN
¼
9"
12" RAW SUBGRADE
COMPACTED TO 90% OF
LABORARY MAXIMUM
DENSITY (ASTM D 1557)
12" AGGREGATE BASE COURSE
CONFORMING TO ODOT
CONSTRUCTION AND MATERIALS
SPECIFICATION SECTION 305 AND
TABLE 703.01-1 FOR NO. 57 OR 67.
PROVIDE #4
REINFORCEMENT
12" O.C.E.W.
9" ODOT CONCRETE, SECTION 450*,
CLASS QC 2 (4,500 PSI)
TURN EDGE DOWN WHERE
ABUTTING BITUMINOUS PAVEMENT
AND NO CURB. AT FREE EDGE,
THICKEN EDGE AS SHOWN ON
EXPANSION JOINT DETAIL
JOINT FILLER
BACKER
MATERIAL
POURED
JOINT SEALER
PAVEMENT
SURFACE
POURED
JOINT SEALER
PAVEMENT
SURFACE
BACKER
MATERIAL
JOINT
BOTTOM
INITAL
SAWCUT
OR INSERT
CRACK
PAVEMENT
SURFACE
POURED
JOINT SEALER
BACKER
MATERIAL
BUTTED JOINT
3/4" DIA. SMOOTH
DOWEL @ 24" SPA
PAINT AND OIL
ONE END OF DOWEL
EXISTING
PAVEMENT
DRILL AND
GROUT
CS111
CS501
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DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
CS501
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CONCRETE PAVEMENT
3,500 PSI
CONCRETE (TYP)
NOTE: TOP TO BE PRECAST
OR CAST IN PLACE. NOT
HAND FORMED.
PROVIDE EXPANSION
JOINT WHEN PLACED
IN RIGID PAVEMENT.
REFER TO DETAIL 3,
SHEET CS501.
12" AGGREGATE BASE COURSE
CONFORMING TO ODOT
CONSTRUCTION AND MATERIALS
SPECIFICATION SECTION 304 AND
703.17.
WIND CONE
1' x 4' ORANGE
FABRIC WIND CONE
2" ALUMINUM POLE
CS111
DETAIL
NOT TO SCALE
RIGID FRAME
3/4" ALUMINUM POLE
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CONCRETE SIDEWALK ADJACENT TO WALL
2% MAX.
NOTES:
PROVIDE CONTRACTION (SAWED)
JOINTS AT INTERVALS NOT IN EXCESS
OF 6' O.C.
EXPANSION JOINTS SHALL BE PLACED
AS SHOWN ON THE PLANS OR AT 24'
INTERVALS IF NOT SHOWN.
SIDEWALK ADJACENT TO BUILDING TO
HAVE MINIMUM TRANSVERSE SLOPE OF
1% AWAY FROM BUILDING.
1/2 " EXPANSION JOINT MATERIAL AT ALL
LOCATIONS WHERE NEW CONCRETE ABUTS
EXISTING OR NEW STRUCTURES AND AT
ALL CHANGES IN DIRECTION OF SIDEWALK.
1.
2.
3.
4.
JOINT AND FINISH
CONCRETE SIDEWALK @ TURF OR
FLUSH WITH PAVEMENT AREAS
CONTRACTION JOINTCE EXPANSION JOINT
REFER TO DETAIL 2,
SHEET CS501
REFER TO DETAIL 4,
SHEET CS501
*ODOT: OHIO DEPARTMENT OF
TRANSPORTATION STANDARD
SPECIFICATIONS CONSTRUCTION
OF TRANSPORTATION SYSTEMS
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WIDTH VARIES
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WIDTH VARIES
SEE PLANS
3/8"
1/8" TO 1/4"
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TROWELED PERIMETER
CONTRACTION JOINT
EXPANSION JOINT
FLUSH AT
PAVED AREAS
12" RAW SUBGRADE COMPACTED
TO 90% OF LABORARY MAXIMUM
DENSITY (ASTM D 1557)
3/4" CHAMFER
IN TURF AREAS
FINISH GRADE
TURF AREAS
6"x6" W2.9xW2.9 WWF
4" ODOT GROUP II GRADED
AGGREGATE BASE, SECTION 815*
3/4" CHAMFER
IN TURF AREAS
FINISH GRADE
TURF AREAS
6"x6" W2.9xW2.9 WWF
4" ODOT GROUP II GRADED
AGGREGATE BASE, SECTION 815*
12" RAW SUBGRADE COMPACTED
TO 90% OF LABORARY MAXIMUM
DENSITY (ASTM D 1557)
1/4" PREMOLDED
JOINT FILLER
PREMOLDED
JOINT FILLER
CS111
DETAIL
NOT TO SCALE
LOOP END CORNER RETURN
MAX. SPACING
BETWEEN POSTS
1'-0"
SPLICE
CORNER ELL
TYPICAL SIDE MOUNT CONNECTION TYPICAL TOP MOUNT CONNECTION
NOTE 7
EXPANSION
JOINT
1 3/8"
STAINLESS STEEL
SIDE-MOUNT BRACKET
WITH FOUR (4) 3/8" DIA
STAINLESS STEEL
ANCHORS
STAINLESS STEEL
BASE FLANGE WITH
FOUR (4) 3/8" DIA
STAINLESS STEEL
ANCHORS
1. GUARDRAILS AND HANDRAILS SHALL BE THE PRODUCT OF A COMPANY NORMALLY ENGAGED IN THE
MANUFACTURE OF PIPE RAILING. RAILING SHALL BE SHOP ASSEMBLED IN LENGTHS NOT TO EXCEED 24
FEET FOR FIELD ERECTION.
2. THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH COMPONENT FITTINGS. SAMPLES OF
ALL COMPONENTS, BASES, TOE PLATE AND PIPE SHALL BE SUBMITTED FOR APPROVAL AT THE REQUEST
OF THE ENGINEER. COMPONENTS THAT ARE POP-RIVETED OR GLUED AT THE JOINTS WILL NOT BE
ACCEPTABLE. ALL COMPONENTS MUST BE MECHANICALLY FASTENED WITH STAINLESS STEEL
HARDWARE.
3. RAILINGS SHALL BE 1 1/2" SCHEDULE 40 STEEL PIPE CONFORMING TO ASTM A53/A53M. POSTS SHALL BE
1 1/2" SCHEDULE 80 STEEL PIPE OF THE SAME ALLOY. POST SPACING SHALL BE A MAXIMUM OF 6'-0".
4. GUARDRAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A 200 LB CONCENTRATED LOAD
APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE TOP RAIL. GUARDRAILS AND HANDRAILS SHALL
ALSO BE DESIGNED TO WITHSTAND A UNIFORM LOAD OF 50 LB/FT APPLIED HORIZONTALLY TO THE TOP
RAIL. UNIFORM LOADS ARE NOT TO BE APPLIED SIMULTANEOUSLY WITH THE CONCENTRATED LOADS.
5. THE MANUFACTURER SHALL SUBMIT CALCULATIONS FOR APPROVAL AT THE REQUEST OF THE
ENGINEER. TESTING OF BASE CASTINGS OR BASE EXTRUSIONS BY AN INDEPENDENT LAB OR
MANUFACTURER'S LAB (IF MANUFACTURER'S LAB MEETS THE REQUIREMENTS OF THE ALUMINUM
ASSOCIATION) WILL BE AN ACCEPTABLE SUBSTITUTE FOR CALCULATIONS. CALCULATIONS WILL BE
REQUIRED FOR APPROVAL OF ALL OTHER DESIGN ASPECTS.
6. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA 1910.23). THE TOP SURFACE OF THE TOP RAILING
SHALL BE SMOOTH AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS.
7. THE MID-RAIL AT A CORNER RETURN SHALL BE ABLE TO WITHSTAND A 200 LB LOAD WITHOUT
LOOSENING. THE MANUFACTURER IS TO DETERMINE THIS DIMENSION FOR THEIR SYSTEM AND PROVIDE
PHYSICAL LABORATORY TESTS TO CONFIRM COMPLIANCE.
8. CONCRETE ANCHORS SHALL BE STAINLESS STEEL TYPE 303 OR 304 AND SHALL BE FURNISHED BY THE
HANDRAIL MANUFACTURER. THE ANCHOR DESIGN SHALL INCLUDE THE APPROPRIATE REDUCTION
FACTORS FOR SPACING AND EDGE DISTANCES IN ACCORDANCE WITH THE MANUFACTURER'S
PUBLISHED DATA.
9. THE PIPE SHALL BE PLASTIC-WRAPPED. THE PLASTIC WRAP IS TO BE REMOVED AFTER ERECTION.
10. SURFACES IN CONTACT WITH CONCRETE, GROUT OR DISSIMILAR METALS WILL BE PROTECTED WITH A
COAT OF BITUMINOUS PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL.
11. RAILINGS AND POSTS SHALL BE PAINTED SAFETY YELLOW.
6'-0" 1'-0"
TYPICAL HANDRAIL
CS502
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NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
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US Army Corps of Engineers
CONTRACTOR
LAYDOWN AREA
NOTES:
1. CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF CONTRACTOR LAYDOWN AREA WITH
CONTRACTING OFFICER.
2. CONTRACTOR RESPONSIBLE FOR SECURING CONTRACTOR LAYDOWN AREA.
3. CONTRACTOR SHALL RESTORE CONTRACTOR LAYDOWN AREA TO PRE-CONSTRUCTION
CONDITIONS AT END OF PROJECT.
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| B-111.pdf |
| Sheets and Views |
| B-111 BORING LAYOUT PLAN |
| CD101.pdf |
| Sheets and Views |
| CD101 OVERALL DEMOLITION PLAN |
| CD111.pdf |
| Sheets and Views |
| CD111 DEMOLITION PLAN |
| CD112.pdf |
| Sheets and Views |
| CD112 DEMOLITION PLAN |
| CG101.pdf |
| Sheets and Views |
| CG101 OVERALL GRADE AND DRAIN |
| CG111.pdf |
| Sheets and Views |
| CG111 GRADE AND DRAIN PLAN |
| CG503.pdf |
| Sheets and Views |
| CG503 GRADE AND DRAIN DETAILS |
| CG504.pdf |
| Sheets and Views |
| CG504 GRADE AND DRAIN DETAILS |
| CS111.pdf |
| Sheets and Views |
| CS111 LAYOUT PLAN |
| CS501.pdf |
| Sheets and Views |
| CS501 LAYOUT DETAILS |
| CS502.pdf |
| Sheets and Views |
| CS502 LAYOUT DETAILS |
| G-202.pdf |
| Sheets and Views |
| G-202 CONTRACTOR LAYDOWN AREA |
| Test Structure As-built drawings.pdf |
| 20 |
| 34 |
| 40 |
File details come from the government source that posted it. Updated .