Amend_0001_-ATT_2_-_Replacment_Page221105-2.pdf
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- Attached to
- MK Administrative Site - Kyle Canyon Fire Station Project Federal contract opportunity
- Solicitation number
- AG-0261-S-13-0068
About this file
Amend 0001 - ATT 2 - Replacement Pages
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend_0003-_AG-0261-S-13-0068.pdf | ||
| S-13-0068_Fire_Station_Amendment_0002.pdf | ||
| Amend_0001_-_AG-0261-S-13-0068.pdf | ||
| Amend_0001_-_ATT_1_-_Replacment_Pages_014100_CQC.pdf | ||
| Amend_0001_-_ATT_-3_-KyleCanyonAdminSiteGeotechReport.pdf | ||
| ATT_1_-_MiddleKyleAdminSpecsFinal.6.08.2013.pdf | ||
| ATT_3_-_WD_NV4_-_Building_05-03-13.pdf | ||
| ATT_4_-_Past_Performance_Questionnaire.pdf | ||
| S-13-0068_Fire_Station_RFP.pdf | ||
| ATT_2_-_Signed583.KyleFire.7.16.2013.FINAL.pdf | ||
| ATT_6_-_FIRE_PLAN.pdf | ||
| ATT_5-_Fire_Station_Cost_Estimate_Breakdown.xlsx | XLSX spreadsheet |
Show all 12
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Text version
WATER HYDRANTS Amended 7/31/13 - 221105-2
1. Model: GA2 model angle connector, as manufactured by Simpson Strong-Tie, or an approved equal.
C. Drain Grate
1. Press-locked galvanized steel bar grating, non-serrated, 2 inch by 7/16 inch openings; 24 inch by 36 inch panels.
2. Model: 8-P-2 as manufactured by Alabama Metal Industries Corporation (AMICO), or an approved equal.
D. Washed Rock for Gravel Sump: 1/4-inch to 1-inch washed and screened material, without lumps of soil, clay or organic material.
2.2 FROSTPROOF HYDRANTS (TYPES D)
A. Frostproof, Sanitary, Accessible Hydrant
1. Design: Piston-Actuated, rugged cast iron head and handle, 1” PVC inlet, ASSE 1057, with ADA 5 pound shut-off handle and ASSE self-draining backflow preventer, of the necessary bury depth.
2. Model: Murdock Post Hydrant – 1” with lever handle model # M-1100., or an approved equal.
2.3 PAD SURFACING
A. Crushed Aggregate: As shown on the Drawings, Grade D and according to Section 321204
“Crushed Aggregate Base or Surface Coarse.”
PART 3 - EXECUTION
3.1 FROSTPROOF HYDRANT INSTALLATION
A. Install hydrants in accordance with the manufacturer’s recommendations and as shown on the
Drawings.
B. Fabricate and install frame, sump, grate and pad as shown on the Drawings.
3.2 GENERAL INSTRUCTIONS
A. Pipe and Fittings: Pipe and fittings shall be watertight. If any appurtenances are not rated for the pressure required for pressure testing the pipelines, ensure hydrant will be isolated from the pipeline during pressure testing.
B. Backfill and compact area where supply line enters. Backfill with material removed from sump area. Remove stones over 1-inch size. Backfill and compact in 6-inch lifts with three complete passes of a mechanical compaction device. Shape, clean, and fill sump with approved sump gravel. Compact in 8-inch layers to work rocks into a dense mass. Level gravel even with adjacent subgrade elevation required.
C. Grate Frame: Set grate frame on natural ground or compacted subgrade material rather than on the gravel. Position frame at required elevation shown on Drawings for later installation of the grate.
Amendment 0001 - Attachment 2
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