CG111-CG201 9-2-2020.pdf
PDF 2 MB Posted
- Attached to
- Repair Airfield Pavements
- Solicitation number
- W50S8N20B0002
- Issued by
-
Department of the Army National Guard
About this file
This is a solicitation for a construction contract to repair airfield pavements. The contract involves milling and overlaying approximately 101,000 square yards of asphalt pavement, crack sealing, airfield restriping, and repairing cracks and spalls in concrete airfield pavements at Hancock Field Air National Guard Base in Syracuse, New York. A site visit will take place on August 13, 2020 and bids are due by August 20, 2020. The work will be performed in accordance with the contract documents, plans and technical specifications. This solicitation is set aside for HUBZone small businesses with average annual revenue less than $39.5 million for the past three years. The project value is between $1 million and $5 million. The soliciting agency is the Department of the Army National Guard. Award will be made to the responsible bidder submitting the lowest priced, technically acceptable offer.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| HAAW152023 Bid Abstract.pdf | ||
| Bid Opening Attendance.pdf | ||
| Pipe Photo.jpg | JPG image | |
| W50S8N20B00020001.pdf | ||
| QAs 3 Sep 20.pdf | ||
| Pre-Bid_Site Visit Attendance Sheet.pdf | ||
| DRAWINGS MAINTAIN AIRFIELD PAVEMENTS.pdf | ||
| W50S8N20B0002 IFB Airfield Pavements.pdf | ||
| B3 Final Specifications.pdf | ||
| SOW HAAW152023.pdf |
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NO ADJUSTMENT NEEDED
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EX. EL. 405.27
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shed s h e d clad storage bldg.
gantry
40024
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MONUMENTS
ARMY
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NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS AT ALL MATCHING PAVEMENT EDGES, FLUSHING
RISERS, CATCH BASINS, AND MANHOLE MATCH POINTS PRIOR TO THE START OF CONSTRUCTION AND PROVIDE
TO THE COR.
2. CONTRACTOR SHALL PLACE 4" OF TOPSOIL, SEED, FERTILIZER, AND HYDROMULCH ON ALL DISTURBED AREAS.
SEED SHALL BE DRILLED IN TWO DIFFERENT DIRECTIONS FOR ESTABLISHMENT.
3. MATCH ALL ADJACENT PAVEMENT EDGES, AND TACK EDGES PRIOR TO HMA PLACEMENT.
4. SEE MANHOLE AND CATCH BASIN RIM ADJUSTMENT DETAILS ON CG201.
GRADING LIMITS
HIGH POINT
1220mjr Callout INLET TO BE ADJUSTED PER DETAIL 4 & 5 ON CG201 WITH A NEENAH R3475-H CASTING OR APPROVED EQUAL PLACED
1220mjr Callout INLET TO BE ADJUSTED PER DETAIL 4 & 5 ON CG201 WITH A NEENAH R3475-G CASTING OR APPROVED EQUAL PLACED
1220mjr Callout INLET TO BE ADJUSTED PER DETAIL 6 & 7 ON CG201 WITH A NEENAH R3475-E CASTING OR APPROVED EQUAL PLACED
1220mjr Callout INLET TO BE ADJUSTED PER DETAIL 6 & 7 ON CG201 WITH A NEENAH R3475-E CASTING OR APPROVED EQUAL PLACED
1220mjr Callout INLET TO BE ADJUSTED PER DETAIL 6 & 7 ON CG201 WITH A NEENAH R3475-E CASTING OR APPROVED EQUAL PLACED
1220mjr Callout INLET TO BE ADJUSTED PER DETAIL 6 & 7 ON CG201 WITH A NEENAH R3498-P2S CASTING OR APPROVED EQUAL PLACED
1220mjr Callout INLET TO BE ADJUSTED PER DETAIL 6 & 7 ON CG201 WITH A NEENAH R3475-E CASTING OR APPROVED EQUAL PLACED
1220mjr Callout
ADJUST UNDERDRAIN CLEANOUT PER DETAIL ON CG201
1220mjr Callout
ADJUST UNDERDRAIN CLEANOUT PER DETAIL ON CG201
1220mjr Callout
ADJUST UNDERDRAIN CLEANOUT PER DETAIL ON CG201
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415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 424+80.53
401.0
NO ADJUSTMENT NEEDED
PR. EL. 400.78
EX. EL. 400.76
NO ADJUSTMENT NEEDED
PR. EL. 401.82
EX. EL. 401.82
ADJUST RIM
PR. EL. 400.05
EX. EL. 399.66
405.0
PIPE END S
STA: 206+49.52
OFF. -136.42
INV. IN: 399.14
PIPE END N
STA: 206+73.52
OFF: -136.38
INV. OUT: 398.50
R
C P
ADJUST WATER VALVE
PR. EL. 402.31
EX. EL. 402.02
ADJUST WATER VALVE
PR. EL. 400.96
EX. EL. 401.23
shed s h e d clad storage bldg.
gantry
40024
Blast
Shield
MONUMENTS
ARMY
SHED
W
A
S
H
B
A
Y
C
A
N
O
P
Y
ELEV PIPES
GENERATOR PAD
HOOKUP
CANTILEVER
S
T
O
R
A
G
E
G
A
R
A
G
E
S
SHED
SHED
O V
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H A
N G
L O
A D
IN
G
D O
C K
SHED
613 644
CO
5.3958
MAIONE PARKWAY
D W
YER
KINGSLEY WOOD DR.
M
ACK F. LATH
RO
P D
RIVE
BULLARD AVENUE
D
IELLO
ST.
DEVONA ROAD
DR.
TH
S
TR
EE
T
AVENUE D
PERIMETER RD
PERIMETER ROAD
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PERIMETER RD
FW WEBB
FW WEBB
COLUMBIA
COLLEGE
CANNON-
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TYPE B3 FINAL SUBMITTAL
NEW YORK
C G
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AIR NATIONAL GUARD
SHEET of 93
A P
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H C
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CG112
KEY MAP
T A
X I W
Y
A
T C
H
L
I N
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P
R E
V I O
E
E T
PERIMETER ROAD
GRADING LIMITS
GRADING LIMITS
PUSH EXISTING RIPRAP AWAY
FROM PAVEMENT EDGE AND
PLACE BACK AFTER NEW HMA
SURFACE HAS BEEN PLACED.
PLACE NEW 24' OF 12" RCP WITH
FLARED END SECTIONS. BACKFILL
PIPE TRENCH WITH CABC AND
COMPACT TO 95% DENSITY
CONTRACTOR TO CLEAN OUT
PIPE (6" @ 150' LONG)
GRADE AROUND EXISTING
MONITORING WELLS
1220mjr Callout INLET TO BE ADJUSTED PER DETAIL 6 & 7 ON CG201 WITH A NEENAH R3475-E CASTING OR APPROVED EQUAL PLACED
1220mjr Callout
ADJUST WATER VALVE PER DETAIL ON CG201
1220mjr Arrow
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S I Z
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SHEET ID
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O L L O
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J O
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A A
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F I E
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H A
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TYPE B3 FINAL SUBMITTAL
NEW YORK
C G
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D
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A I R
T A
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F I
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AIR NATIONAL GUARD
SHEET of 93
A P
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M J R
D L U
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CG201
SURFACE OF EXISTING PAVEMENT
OR SURFACE AFTER MILLING
EXISTING ASPHALT TO REMAIN
SEE GENERAL NOTE 1
PROPOSED HMA
OVERLAY
SEE GENERAL NOTES 1 AND 2
CRACK SHALL BE CLEANED
PER SPECIFICATIONS
NOTE:
1. CRACKS TREATED PER THIS DETAIL
SHALL BE DETERMINED BY THE
ENGINEER IN THE FIELD.
NOT TO SCALE
TYPE 1 CRACK REPAIR DETAIL
CG201 CP101-CP116
SURFACE OF EXISTING PAVEMENT
OR SURFACE AFTER MILLING
EXISTING ASPHALT TO REMAIN
SEE GENERAL NOTE 1
PROPOSED HMA
OVERLAY
ROUT AND FILL CRACK WITH
JOINT FILLER
NOTE:
1. CRACKS TREATED PER THIS DETAIL
SHALL BE DETERMINED BY THE
ENGINEER IN THE FIELD.
NOT TO SCALE
TYPE 2 CRACK REPAIR DETAIL
CG201 CP101-CP116
(CRACKS > 1/8" AND < 1/2")
(CRACKS > 1/2" AND < 1")
NOT TO SCALE
TYPE 3 CRACK REPAIR DETAIL
CG201 CP101-CP116
(CRACKS > 1")
SURFACE OF EXISTING PAVEMENT
OR SURFACE AFTER MILLING
NEW HMA SURFACE COURSE
20"
TACK COAT (TYP)
PROPOSED HMA
OVERLAY
EXISTING ASPHALT
TO REMAIN
MILL 3" DEEP TRENCH ALONG
LENGTH OF CRACK
ROUT AND FILL CRACK
WITH JOINT FILLER
(SEE GENERAL NOTES 1 AND 2)
HIGH DENSITY STRESS RELIEF MEMBRANE
(PAVEPREP OR APPROVED EQUAL)
MILLED
TRENCH
GENERAL NOTES:
1. THE CRACKS SHALL BE FILLED OR SEALED TO A DEPTH OF 1/4"
BELOW THE EXISTING PAVEMENT SURFACE TO PREVENT
"BLEEDING" OF THE MATERIAL THROUGH THE OVERLAY.
2. BACK UP MATERIAL SHALL BE USED ON ALL CRACKS THAT
HAVE A DEPTH GREATER THAN 3/4".
A
A
TYPE B THICKENED
EXPANSION JOINT
TYPICAL RUBBER
GASKET PIPE-JOINT AT
STRUCTURE EACH END
10" 1'-9" 10"
3'-5"
AIRPORT DRAINAGE INLET
WITH BOLTED FRAME AND
SINGLE GRATE BOLTED TO
FRAME, NEENAH R-3475-E
INLET A2
OUTLET ANGLE
NOT TO SCALE
EXISTING STORM WATER INLET DETAIL
CG201 CG111-CG112
4'-4"
10" 2'-8" 10"
#5 @ 8" EF, TYP.
#5L @ 8" EF, TYP
1"-3" TYP
6" PIPE BEDDING
#5 @ 8" OC
& BOTTOM
EA WAY, TOP
HYDROLIC W.S.
WATERSTOP, TYP
C
L R
M
I N
4:1 SLOPE, TYP.
INV. EL. ON PLAN
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D
F
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L
B
E L
V
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NOT TO SCALE
EXISTING STORM DRAIN INLET B-4
CG201 CG111-CG112
PLAN
6"
10" 2'-8" 10"
6"
#5 @ 6" OC
EA WAY, TOP
& BOTTOM
6" TYP
6" 10" 5'-9" 10" 6"
1'-1 1/2"
P
P
A
A
CL STRUCTURE
3 UNIT GRATE
NEENAH R-3475-G
OR EQUAL
TYPE B THICKENED
EDGE EXPANSION
JOINT
RIM ELEVATIONS AS
SHOWN ON PLANS
#5 @ 8" EF, TYP.
#5L @ 8" EF, TYP.
HYDROPHILIC W.S.
HYDROPHILIC W.S.
WATERSTOP, TYP.
MANHOLE STEPS
SECTION A
SECTION A
INLETS A1, A2, A5, B1, B2, B3, C1
SAWCUT
REMOVE EXISTING INLET
GRATE AND CONCRETE WALL
REMOVE EXISTING INLET
GRATE AND CONCRETE WALL
SAWCUT
2'-8"
RIM EL. ON PLANS
#5L @ 8" EF, TYP
1"-3" TYP
6" PIPE BEDDING
#5 @ 8" OC
& BOTTOM
EA WAY, TOP
HYDROLIC W.S.
WATERSTOP, TYP
C
L R
M
I N
4:1 SLOPE, TYP.
INV. EL. ON PLAN
6"
10" 2'-8" 10"
6"
#5 @ 6" OC
EA WAY, TOP
& BOTTOM
6" TYP
TOP OF LID ELEVATION
(SEE GRADING PLAN)
#5 @ 8" EF, TYP.
#5L @ 8" EF, TYP.
HYDROPHILIC W.S.
HYDROPHILIC W.S.
WATERSTOP, TYP.
MANHOLE STEPS
SECTION A
SECTION A
INLETS A1, A2, A5, B1, B2, B3, C1
NEW #5 DOWELS @ 12" O.C.
ALL FOUR SIDES OF MANHOLE
NEW CONCRETE LID
2'-8"
NEW #5 DOWELS @ 12" O.C.
ALL FOUR SIDES OF MANHOLE
NEW CONCRETE LID
TOP OF LID ELEVATION
(SEE GRADING PLAN)
NOT TO SCALE
PROPOSED EXISTING STORM DRAIN INLET B-4 ADJUSTMENT
CG201
CG111-CG112
NOT TO SCALE
PROPOSED EXISTING STORM WATER INLET DETAIL ADJUSTMENT
CG201
CG111-CG112
NEW MANHOLE
NEW DRAINAGE INLET WITH
BOLTED FRAME AND 3 UNIT
NEENAH R-3475-G
OR APPROVED EQUAL
NEW MANHOLE
NEW AIRPORT DRAINAGE INLET
WITH BOLTED FRAME AND
SINGLE GRATE BOLTED TO
FRAME, NEENAH R-3475-E
OR APPROVED EQUAL
SEE GENERAL NOTES 1 AND 2
V A
R
3' MIN.
V A
R
3' MIN.
V A
R
3' MIN.
V A
R
3' MIN.
PLACE NEW ASPHALT MIX
PLACE NEW ASPHALT MIX
PLACE NEW ASPHALT MIX
PLACE NEW ASPHALT MIX
NOTE:
1. CRACKS TREATED PER THIS DETAIL
SHALL BE DETERMINED BY THE
ENGINEER IN THE FIELD.
NEW ASPHALT SURFACE
EXISTING ASPHALT
NEW ASPHALT SURFACE
EXISTING ASPHALT
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1220mjr Snapshot
1220mjr Cloud
1220mjr Snapshot
1220mjr Cloud
1220mjr Callout
ADJUST CASTING TO REQUIRED ELEVATION
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