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HomeMy WebLinkAboutWTR2703214.7-36' 15 _ __?VOIR SHELL PROPOSED OVERFLOW PIPE SUPPORT, (TYP.) SEE 51 FOR DETAILS 07 RESERVOIR ROOF 1 2'-0„ 15 PROPOSED RESERVOIR OVERFLOW PIPE PROPOSED BOLLARD RESERVOIR _ FLOOR 1 457.50' ' 16 RESERVOIR RINGWALL r• 452.70' .A . ••0 .•. :• iM CONCRETE PIPE SUPPORT, S►M. C S09 RESERVOIR OVERFLOW SE(*;'TION RESERVOIR FOOTING MECHANICAL LEGEND Ol 12" ECCEN 7-MA, fnL JL, i rl_Xr L O2 12" DI TEE, (FLxFL) O3 12" DI SPOOL, (FLxFL), APPROX. 19'-9" ® 12" SST SPOOL, (FLxFL), FABRICATE AS SHOWN O 12" SST SPOOL, SEE DWG NO. S09 FOR DETAILS © 12" DI 90' BEND, (FLxFL) O7 12" DI SPOOL, (FLxFL), APPROX. 6'-9" ® 12" DI SPOOL, (FLxFL), APPROX. 1'-6" ® 16" DI SPOOL, (FLxFL), APPROX. 4'-1" WITH THRUST COLLAR AND BLOCK PER DWG NO. M03 10 16" DI 90' BEND, (FLxFL) 11 16" DI SPOOL, (FLxFL), APPROX. 1'-6" 12 18" PVC SPOOL, (FLxFL), APPROX. 9'-9" 13 18" POND INLET CHECK VALVE 14 24" x 12" x 6" WELDED STEEL OVERFLOW FUNNEL 15 12" WELDED STEEL PIPE, FABRICATE AS SHOWN 16 12" DI SPOOL, (FLxFL), APPROX. 3'-10" 17 12" DI SPOOL, (FLxFL), APPROX. 5" 1g 12" DI SPOOL, (FLxFL), APPROX. 2'-0" NOTE: PROVIDE DIELECTRIC GASKET AND BOLTS FOR CONNECTIONS BETWEEN DISSIMILAR METALS, PER SPECIFICATIONS. PROPOSED POND INLET RIP —RAP PAD, SEE FOR DETAILS C04 m _ _ PROPOSED DETENTION POND RETAIN' "" SEE DWG NO. PROPOSED POND C12 FOIY 0L i,4oLS FENCE r EDGE OF PROPOSED RESERVOIR ACCESS ROAD PROPOSED nrcrovn�n PROPOSED POND FENCE GATE PROPOSED DECHLORINATION VAULT, SEEKZ-FOR DETAILS PROPOSED AIR —GAP STRUCTURE, SEE�OR DETAILS OUTLET PIPE, TO POND 12 RESERVOIR O'VERFLOW AND DRAIN PLAN 463.05' � RESERVOIR SHELL �6 RESERVOIR FLOOR , RESERVOIR SUMP AND GRATE, _ RESERVOIR RINGWALL -�r�� ED DI SE 512 FOR DETAILS ';':° OVEr Llj* `DRAIN • PIPE ._ 452.70' PROPOSED AIR —GAP STRUCTURE, SEEIOR DETAILS A"A' -a PROPOSED GRADE, 456.00' PROPOSED DECHLORINATION VAULT, SEE(�OR DETAILS 10 SIGNED. 06129101-' � MIL IZL � M SIGNED: 06129 /0 C FR cc OF- iLA RH2 ENGINEERING, INC. http:,//www.rh2.com moilbo4h2.com .800.720.8052 BELLINGHAM OFFICE 360.6 76.0836 454 West Horton Roc - BOTHELL OFFI(-: 425.951.5400 12100 NE 195th Street, Suite 10.- EAST WENATCPc'- - 509.886.2900 300 Simor: Street, Su; -qv PORT ORCHARD OFF 360.876.7960 SCAT F• rx x x 'XI 0 1" 2" - - ---- - DRAWING IS NOT TO SCALE EVI E T' , CONFORM IF BAR IS NOT 2" LONG JQ CONSTRUCTION, RE.CORDS Mol .9 RH ENGINEERING INC. KL" DATE: SEP 14, 2(. QED TO COh TO )NSTRUCTION RECORDS DY KJS 06/08/09 CLIENT: REN NDUM /ISSUED FOR CONSTRUCTION BTE MM 10/0 REVISION BY REVIEW DATE FILENAME: HAL_ W=321430