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HomeMy WebLinkAbout26. Drainage Basin Inlet StructuresBASIN "B" RATE INV OUT 6418.5 BASIN "D" BASIN "F" INV GRATE 000 ry. nia 6425.5 INV IN 6423.5 5' 0' INV GRATE n 0 0 08.� 6391.5 INV IN 6390.0 INV IN 5' 0' 6388.0 INV GRATE D•� 00 0 6474.9 INV IN 6473,0 INV IN 0 6471.5 BASIN "C" 0 INV OUT 6439.5 BASIN "E" RATE ' 0' TYPICAL SECTION DRAINAGE BASIN INLETS AND GRATES N.T.S. INV GRATE 010. TY°'&00 01'. ,. 6399,5 INV 1N 6398.0 INV IN ' 0' 6396.0 INV GRATE "i o 00 6443.0 INV IN 64405 INV IN 5 0' 6439.5 TYPICAL PLAN VIEW GRATE SLOT WASHER 15/16" CLR. pFFS£\ 5/8"X 8" BOLT 2 3" INLET WALL ,y; 31/2 " x 1/4" FLAT 3" x 1/4" FLAT S4 x 7.7 BEAMS 3/8" R. 3" X 1/4" FLAT SLOT DETAIL /--.-2.1 5\"11/16"x 1" SLOTTED HOLE T v` 3/16„ 1 /4" ALTERNATE SLOT AND HOLD DOWN PLATE DETAIL GRATE INSTALLATION DETAIL CENTERLINE OF GRATE PARALLEL TO CENTERLINE OF ROADWAY 1 Jj -.-1135/16 (±1/8) D 1 D S4 x 7.7 SEAL BOTH SIDES r �l .I 13 1/2 "x 1/4" FLAT 3/16 3/16V 3 z 1/44" FLAT SECTION D -D OPEN SLOT G`j' ALVANIZING) E � 1 _ 41/4 8 CTR"S. I 1 26 5/6 (±1/4) STANDARD INLET GRATE QUANTITIES: 2 STEEL GRATES PER INLET NO. PIECES DESCRIPTION LENGTH LB. PER FT. WEIGHT (LBS.) 8 S4x7.7 BEAM 40" 7.70 206 4 3/z"x I/z" FLAT 265/8" 2.98 26 4 3"x I/2" FLAT 265/8" 2.55 24 24040\PUD- PinalPlan\DminBasinlnlet. dug TOTAL 256 LBS APPROVED FOR C❑NSTRUCTI❑N C 5/12/05 GARFIELD COUNTY COMMENTS NO. DATE REVISION RTM BY SOPRIS ENGINEERING, LLC. �"IVIL CONSULTANTS' 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 GARFIELD COUNTY SPRINGRIDGE RESERVE PUD DRAINAGE BASIN INLET STRUCTURES DES. RTM CK. YTN FILE NO. DR. RTM DATE 6/23/04 24040.01 SHEET 83 OF 85