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HomeMy WebLinkAboutS-317601d� a a TYPE I SS MH FOR BACKFLOW VALVE ACCESS RIM 17.00 IE 12.60 6" COMM INSTALL 6" NDS GRAVITY FLOW BACKWAO VALVE (PER CITY REQMTS) ON SIDESE1 . IN MH PER DETAILS THIS SHEEk Scale 1" = 20' CONTOUR INTERVAL 1 FEET PROJECT BENCHMARK: BENCHMARK "G" EXISTING FIRE HYDRANT SOUTHWEST CORNER i LOT 1 AT LIND AVE SW, ELEV 20.16 TOPOGRAPHIC AND BOUNDARY DATA i PER ALTA SURVEY PROVIDED BY OWNER HOA SURVEY DATED OCTOBER 5, 1999. HORIZONTAL DATUM: CITY OF RENTON NAD 83/91 "CAL DATUM: CITY OF RENTON CONTROLLING BENCHMARK: CITY OF RENTON BM NO. 672 "CHISELED SQUARE iN CONC WALK 6.5 FT WEST AND 1.0 FT NORTH OF SERVICE ENTRANCE DOOR TO SAM YOUNKER'S DATSUN" ELEV 20.94 LEGEND - STREET LIGHT 0 SANITARY SEWER MANHOLE NEW PAVEMENT 0 STORM DRAIN MANHOLE EXTRUDED CURB 0 STORM DRAIN CATCHBASN NEW CEMENT CONCRETE V FIRE HYDRANT • POWER POLE A WATER VALVE ® TELEPHONE Rim WATER METER wry -i' -disc , wwP.�, -ti7�d \ \ . X., RENTON CYCLE CENTER, RENTON, WA A PORTION OF THE SW /4 OF SEC. 30, TWP 23N, RGE 5E, W.M. CONECT ROOF AND FOOTING DRAINS DIRECTLY TO EXISTING DRAINAGE SYSTEM W/O WATER QUALITY CONTROLS USE 6' PVC 0 S -1.00% W/ 6" CLEANOUT AT ALL BENDS TYPICAL EXISTING SO MH RIM 15.44 IE 9.55 15' E,S STANDARD SANITARY SEWER NOTES 1. Pipe shall be rubber qosketted, PVC, ASTM D 3034, SDR 35. 2. Side sewers shall be six inch size and shall be a minimum of five feet deep at a point ten feet beyond the property line. Lots for which five feet is not considered sufficient depth shall be noted with a maximum invert 3. Minimum slope for six inch laterals shall be 1.0X. 4. All laterals shall be caPPed with a watertight plug, and shall be marked for location with a 2 X 4 X 8 stake painted white, marked "SEWER with depth pointed in' black on the street side. 5. Side sewers shall be constructed in accordance with the City of Renton Standard Deta6. 6. Side sewers shall be tested for acceptance at the some time the main sewer is tested. 7. New connections to existing manholes or sewer lines shall be sealed off until upstream construction is finished, tested cleaned and accepted by the `City Engineer. 8. The contractor shall adjust all manhole rims to flush with the final finish grade. All manhole rings and covers shall be per the City of Renton Standard Details. 9. Contractors shall maintain a minimum of 10 foot separations horizontally and 3 feet vertically between all water and sewer lines. Any conflicts shall be reported to the City Engineer prior to construction. WATER SYSTEM GENERAL NOTES. y 1. Water system Improvements for this project are limited to a new domestic meter installation. d� it �4j5oje MAW s, S `31 7601-7 W/ WATER__ AND. SANITARY SEWER CONNECTION PLANS EXISTING FIRE HYDRANT ASSY I I_J wsm�, Maus i•-w, °.'a''.aaSK CITY OF R RIN RENTON RYKEIS •*��+.— � DAB lanninOfAnilding/Public Works Dept W sw •• •s NO. REVISION BYJ DATE APPIR w - - a FR 'n" '. d F� "0' NDS GRAVITY FLOW BACKWATER VALVE PER CITY REQUIREMENTS SET IN MH FOR ACCESS BACKWATER VALVE DETAIL RYKELS ENGINEERING GROUP, INC. Consulting Engineers - Civil.. Municipal, Subdivisions, Land Development 28301183rd Ave SE, Kent, WA 98042 Ph 253 - 631 -6599 Fox 253 - 638 -1982 WATER AND SEWER CONNECTION PLAN 6'2'2°°4 RENTON CYCLE CENTER, RENTON, WA �. 3900 UND AVE SW, RENTON, WA 99055 004-101 OIINER/DEVEIAPER: DAVE GROOM( Pit 425- 228 -5681 TAX 425- 228 -3661 —11 I MINI N11 Nl!A AI SCANNED OCT 08 2Aeja s �