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HomeMy WebLinkAboutWWP2703473.41i i 00 i i 0 i 0 z c v 0 0 U" U 0 i cc 0 0 Cn J N 03 N z 0 w 0 i 0 0 0 0 0 i 0 0 i L_ 0 0 cu z 0 w D w OUTLET PIPES FROM WET WELL (SEE SHT. C14) 1 4 /n" cnu on n\/n cl 111n nl 111n 12" 6" 0 1' 2' 3' SCALE IN INCHES / FEET ROT Fri I LL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, VVA 98004 8" PVC C900 FORCE MAIN & FITTINGS (SEE SHT. C5) VALVE VAULT PLAN VIEW CUT NOTCH IN GRATING AND DRAIN DISCHARGE 1" BELOW GRATING 1L VI\VJI ILV V[N_VLL VVIY11 /"lV ILV TO 95% MDD PER ASTM D1557 NOTES: 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED EXTERIOR PER SPECIFICATIONS. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM D1557. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 4. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR—N—SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. 5. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED w/MEGALUGS. 6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS. 7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN FIELD AS REQUIRED. 8. FOR EACH HATCH, PROVIDE ROLL —OUT SAFETY NET PER SPECS. PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES. 9. FLANGE CPLG. ADAPTERS ALL RESTRAINED THIS SHEET S=3473 15 SECTION D-D MATERIAL LIST ITEM DESCRIPTION QTY. 1 12" D.I. PIPE SPOOL, LF AS REQ'D. 6 2 12" RESILIENT WEDGE GATE VALVE, MJ X MJ, PER SPECS. 4 3 12" TEE, FL x FL 1 4 12" ROMAC STYLE 501 FLEX CPLG. 7 5 8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. 8 6 8" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D. 2 7 8" MAGNETIC FLOW METER, PER SPECS. 1 8 8" TEE, FL x FL 1 9 8" 90' BEND, FL x FL 1 10 8" 90' LONG RADIUS BEND, FL x FL 2 11 8" CHECK VALVE, FL X FL, PER SPECS. 2 12 8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS. 3 13 8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM 3 14 8" FL. CPLG. ADAPTER 6 15 8% 6" REDUCER, FL x FL 2 16 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN 3 17 12" D.I. PIPE SPOOL, FL x BEVELED END 18 19 20 21 STAINLESS STEEL STRAP, SIZE AS NEEDED 13 22 ADJUSTABLE PIPE STAND, PER SPECS. 4 23 KOR-N-SEAL BOOTS, SIZE AS NEEDED 1 24 CONCRETE SUPPORT BLOCK 2 25 RETAINER GLAND, SIZE AS NEEDED 5 26 8 _S ETE _I TY A FORCE 315.50 IG VE L. BI?p1 �F WASI�I 37847 4 ISTF, �S'SIONAL E��1 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 6i e " - _�3;"