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Digital Provenance
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Publisher
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Transcription
V ; \r* V. W. Smith: 5 Reservoir: 133 ft. Inside diameter, concrete floor, concrete walls, composition roof on frame rafters on concrete columns, galv. iron gutter, all as to 13, incl. per Drawings Nos. 16179-7 Capacity to overflow 1,200,000 Q-al. Each 1 Concrete Reinf. C.Y. 939 Reinf. Steel Lb. 72,000 Excavation. Com. C.Y. lllfp Backfill H 1 ,7^6 Sand Cushion under floor N 466 Rubble Concrete in spillway ft 16 Contract Cost - Reservoir, $96,235.00 Fence around Reservoir: 7 ft. high Cyclone Chain link invincible type fence; No* 9 gage wire complete with postst bracketsf braces and 3 strands of barbed wire Lin • Ft! • 973.9 10-ft* woven wire gates for above hinges, both sides Each 3 Contract Cost, $ 1 ,225.00 Well No. 11: Well 94o» total depth lined with 10-3/^w O.D. Casing, including 300.63 ft. of perforated casing and 10-3/^" shoe, (E.B. Hall Contract) Each 1 Contract Cost, * 12 ,705.79 Concrete Hat (Company Forces) Each l Settling Basin: 15,-6H x 31*-6M Reinf. Concrete complete with spillway, flushing line, vents, etc. as per Drawing l6l79-l^» Each 1 Excavation, Com. C.Y. 96 * S. R. H 193 Reinf* Concrete M 123 Reinf. Steel Lb. 6,230 Contract Cost | Settling Basin, $ 3,924-. 00
