SOLIC_LD-8_ROOF_REPLACEMENT_CONTRACT_DWG_SECURED.pdf
PDF 2 MB Posted
- Attached to
- Replace EPDM Roof LD 8 Federal contract opportunity
- Solicitation number
- w912ES-17-T-0033
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 17-T-0033_LD_8_Amendment_2.pdf | ||
| Amendment_1_Photo.jpg | JPG image | |
| 17-T-0033_Amendment.pdf | ||
| SOLIC_LD-8_W912ES-17-T-0033_SPECIFICATION.pdf | ||
| SOLIC_LD-8_ROOF_REPLACEMENT_CONTRACT_DWG_SECURED_updated_03April2017.pdf | ||
| SOLIC_LD-8_W912ES_17-T-0033_Construction_DWGs_11x17_SECURED.pdf | ||
| SOLIC_LD-8_W912ES-17-T-0033_SPECIFICATION.pdf |
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Text version
CENTRAL CONTROL STATION
AND COMFORT STATION ROOFS REPLACEMENT
FOR
LOCK AND DAM 8 – VERNON COUNTY, WISCONSIN
W912ES-17-T-0033
CONTRACT DRAWINGS
FOR
TABLE OF CONTENTS
DESCRIPTION PAGE
LD 8 - SITE ACCESS 3
LD 8 - STAGING AREAS 5
LD 8 - SITE PHOTOS 7
LD 8 - CONSTRUCTION DRAWINGS 21
FOR
LOCK AND DAM NO. 8
SITE ACCESS
B6ECDSAT
Callout
SITE ACCESS
B6ECDSAT
Callout
RAILROAD CROSSING
B6ECDSAT
Callout
RAILROAD CROSSING
B6ECDSAT
Callout
SECURITY GATE
REQUIRES
APPROVED
ACCESS
B6ECDSAT
Callout
SECURITY GATE
REQUIRES APPROVED
ACCESS
B6ECDSAT
Callout
COMFORT STATION
B6ECDSAT
Callout
PUBLIC LOT
B6ECDSAT
Text Box CONTRACTOR PARKING IN PUBLIC LOT OR IN SECURE LOT ON NORTH SIDE OF BUILDING AS INDICATED
FOR
STAGING AREAS
B6ECDSAT
Callout
APPROX. LOCATION OF
BALLAST AND PAVER STOCKPILE
B6ECDSAT
Callout
TEMPORARY DUMPSTER LOCATION
B6ECDSAT
Callout
ROOF ACCESS
B6ECDSAT
Callout
PUBLIC RESTROOM
FACILITIES
B6ECDSAT
Polygon
B6ECDSAT
Polygon
B6ECDSAT
Callout
MATERIAL STAGING AND CONTRACTOR PARKING
B6ECDSAT
Callout
MATERIAL STAGING AND CONTRACTOR PARKING
FOR
SITE PHOTOS
FOR
Figure 1: Exterior staircase provides access to 2nd floor of CCS.
Figure 2: Ballast and Concrete Pavers to be removed and stockpiled.
FOR
Figure 3: Roof Access. Government to remove and replace conduits and outlets.
Figure 4: Roof access door sill of 2nd Floor of Central Control Station entrance.
FOR
Figure 5: Standing just off of the stairs looking toward the Northwest corner.
Figure 6: Standing on the stairs looking toward the East corner.
FOR
Figure 7: Standing in the Northwest corner looking toward the Northeast corner
Figure 8: Standing in the Northwest corner looking toward the roof access stairs.
FOR
Figure 9: Standing in the Northeast corner looking toward the Southeast corner.
Figure 10: Standing in the Northeast corner looking toward the Northwest corner.
FOR
Figure 11: Standing in the Southeast corner looking toward the Southwest corner.
Figure 12: Standing in the Southeast corner looking toward the Northeast corner.
FOR
Figure 13: Standing in the Southwest corner looking toward the North.
Figure 14: Standing in the Southwest corner looking toward the Southeast corner.
FOR
Figure 15: Standing in SW corner of the 2nd Floor CCS looking to the SE.
Figure 16: Standing in SW corner of the 2nd Floor CCS looking to the South.
FOR
Figure 17: Access hazard.
Figure 18: Parking and dumpster location.
FOR
Figure 19: Access road to approximate location for ballast and concrete paver stockpile.
Figure 20: Typical detail of handrail bracing. Government to remove and replace conduits and outlets.
FOR
Figure 21: Regarding unistrut supports for the A/C lines; adjust height if necessary and provide base in accordance with the EPDM manufacturer’s recommendations and as approved by the Contracting Officer.
Figure 22: A/C Base 3 feet by 3 feet.
FOR
Figure 23: Penetration test measured 11” away from the scupper openings.
Figure 24: Measured depth from top of EPDM to top of metal decking web.
FOR
Figure 25: Prior to construction, the two (2) VHF antennas mounted to the 2nd floor CCS wall will be raised by the Lock staff so that the bottom of the pipe is above the metal counterflashing.
FOR
CONSTRUCTION DRAWINGS
| CONTRACT DRAWINGS |
| TABLE OF CONTENTS |
| SITE ACCESS |
| STAGING AREAS |
| SITE PHOTOS |
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CONSTRUCTION DRAWINGS
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