C-WVA_B120_Amdt 7_C-500 Details_ UNSTAMPED.pdf
PDF 2 MB Posted
- Solicitation number
- W912DS24R0020
About this file
This document appears to be a set of technical drawings and specifications for pavement, sidewalk, and concrete pad details related to the renovation of Building 120 at the Watervliet Arsenal in New York. The drawings include requirements for materials, dimensions, and construction methods for items such as asphalt pavement, concrete pavement, sidewalks, accessible curb ramps, and a concrete equipment pad. The drawings reference applicable New York State Department of Transportation specifications. This information supports the federal contract opportunity for the Repair Building 120, Multi-Use Building project at the Watervliet Arsenal, New York, which has an estimated value of $25M-$100M. The project will renovate a 102,000 square foot commercial and industrial building, consolidating a wood shop and facility maintenance space on the ground level, constructing a new lab facility on the second level, and providing new office space on the third level. The acquisition strategy is a Best Value Trade Off solicitation under FAR 15.101-1, and will involve a Project Labor Agreement.
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Text version
NOTE:
1. ALL MATERIALS SHALL CONFORM TO
THE LATEST EDITION OF THE NEW
YORK STATE DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
2. SUBBASE AND SUBGRADE
COMPACTION SHALL BE PER ASTM
D1557.
4"
TOP COURSE HMA, NYSDOT 402.127303
TYPE 2, AGGREGATE SUBBASE
COURSE, NYSDOT 304.12,
95% COMPACTION
SCARIFY 8" OF SUBGRADE
AND COMPACT TO 98%
ASPHALT PAVEMENT
CONCRETE PAVEMENT
6"
GEOTEXTILE FABRIC
CLASS C CONCRETE PAVEMENT,
NYSDOT 501, 4000 PSI
SCARIFY AND COMPACT
2' OF SUBGRADE TO 98%
BINDER COURSE HMA, NYSDOT 402.257903
2"
AGGREGATE SUBBASE
COURSE, NYSDOT 304.12,
95% COMPACTION
7"
TACK COAT
PRIME COAT
8"8"
8"
8"
" M
IN
NOTES:
1. MATCH THICKNESS OF ADJACENT SIDEWALK OR CONCRETE PAVEMENT.
2. SUBBASE AND SUBGRADE COMPACTION SHALL BE PER ASTM D1557.
3. REQUIRE MINIMUM 6-INCHES SCARIFIED DEPTH.
B U
IL
D
IN
G
F O
U N
D A
TI
O
N
5"
8"
TYPE 2, AGGREGATE SUBBASE
COURSE, NYSDOT 304.12,
95% COMPACTION
GEOTEXTILE FABRIC
REFER TO STRUCTURAL PLAN FOR
BUILDING FOUNDATION DETAILS
NEW CONCRETE SIDEWALK
SEE DETAILS AT
STRUCTURE JOINT
6x6 - W1.4 x W1.4
3/4" EXPANSION JOINT FILLER
AND MIN. 1-INCH SEALANT
EXPANSION JOINT
DRILL AND EPOXY ANCHOR 3/4" SMOOTH
DOWEL BAR, 18" LONG @ 16" O.C.
AT ENTRANCES TO BUILDING
SCARIFY AND COMPACT
SUBGRADE TO 95%
1"
GRADE
OUTLINE OF
EQUIPMENT
6" MIN.
ALL FOUR
SIDES
NOTES:
A. FINAL OVERALL DIMENSIONS SHALL BE A MINIMUM OF 6" ALL AROUND
LARGER THAN THE SIZE OF THE EQUIPMENT TO BE INSTALLED.
B. SUBBASE AND SUBGRADE COMPACTION SHALL BE PER ASTM D1557.
C. REQUIRE MINIMUM 6-INCHES SCARIFIED DEPTH.
#4 CONTINUOUS
6 x 6 W2.1 x W2.1
WELDED WIRE FABRIC
8" REINFORCED
CONCRETE PAD
TYPE 2, AGGREGATE SUBBASE
COURSE, NYSDOT 304.12,
95% COMPACTION
GEOTEXTILE FABRIC
SCARIFY AND COMPACT
SUBGRADE TO 95%
1/ 2"
TOP OF CONCRETE 12 "
ABOVE GRADE
R= 1/2"
12"
4.
5'
5,000 PSI
CONCRETE
CONCRETE FOOTING
2'-8"
6" 4'-
0"
FINISH GRADE
8" BOLLARD
PAINT 4" WIDE ALTERNATING
BLACK AND YELLOW
STRIPES
1" CROWN
1 12" TALL GROUT WASH DOME
3'- 0"
C-500
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IT
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NEW PAVEMENT DETAILS
NTS
SIDEWALK AT BUILDING ENTRANCE
NTS
BUTT JOINT DETAIL
NTS CURB DETAILS
NTS
ACCESSIBLE CURB RAMP
NTS DETECTABLE WARNING PLATE
NTS
US Army Corps of Engineers
P:\Workplace\DC\Watervliet B120\1.0000 WIP\1.3000 Design\1.3700 Studies\20240624_title block\A-WVA120_R22-COELOGO-10862538.jpg
US Army Corps of Engineers ®
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| Sheets and Views |
| C-500 |
| Sheet 1 |
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