7995_c2v8.pdf
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- Cliff Site Repair at TA606
- Solicitation number
- W911S716R0015
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| File | Type | Posted |
|---|---|---|
| 7995_c1v8.pdf | ||
| 7995_c3v8.pdf | ||
| Solicitation_Released.pdf | ||
| Attachment_A_SOW.pdf | ||
| 7995_c5v8.pdf | ||
| 7995_c4v8.pdf | ||
| Attachment_B-Past_Performance_Questionnaire.docx | DOCX document |
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PROJECT NO:
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AS SHOWN
M.0044085
2 5
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7995.5
08 MAY 15
FOR STAIRCASE DETAILS SEE SHT. C4 AND C5.
CORROSION-RESISTANT POLYMER COATING.
GALVANIZED (G185) , STAINLESS STEEL OR
ALL MATERIALS TO BE HOT-DIPPED
NOTE:
ELEV 100.00
ELEV 110.00
ELEV 120.00
ELEV 130.00
ELEV 140.00
ELEV 150.00
ELEV 160.00
ELEV 170.00
ELEV 180.00
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
MIN 30' LONG RETAINING WALL
ELEV 90.00
ELEV 80.00
ELEV 70.00
PLACE DEADMAN AS SHOWN ON SHT 5
RAILROAD TIES OVERLAP MIN 2'.
48°
PROVIDE UNIFORM SLOPE BETWEEN TIES.
CONTRACTOR SHALL PLACE 70 RAIL ROAD TIES.
10'-0"
FOR PLACEMENT OF STAIRS.
BY 3FT. WIDE. REMOVE ROCK AS NECESSARY
THE STEP. NEW LANDING SHALL BE 2.5FT
STAIRCASE PLACE LANDING FLUSH WITH
FROM THE LAST STEP OF
GROUND
LEVEL
7995_c1v8.dgn Default 3/29/2016 3:04:34 PM
| 2016-03-29T15:46:41-0500 | |
| ROBERTS.GARY.L.1231307644 |
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