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HomeMy WebLinkAboutS-20630BEXISTING SITE LEGEND — — — — —' — CONSTRUCTION LIMITS W EXISTING WATER MAIN SS EXISTING SANITARY SEWER P EXISTING POWER NEW CONCRETE MECHANICAL VALVE VAULT, EXISTING CONTOUR — — — — — — — RAIL ROAD RIGHT OF WAY — — — — — PROPERTY LINE — — — — — — — UTILITY EASEMENT SEWER EDGE OF LAKE WATER LEGEND EXISTING ASPHALT PAVEMENT O3 EXISTING CONCRETE DRIVEWAY EXISTING TREES & BUSHES — DO NOT DISTURB EXISTING WATER METER PROPOSED SITE LEGEND i o LAKE WASHINGTON f f / Pv� r O1 NEW DOUBLE SWING HANDRAIL GATE r V O2 NEW CONCRETE MECHANICAL VALVE VAULT, SEE DWG. NO. C13 FOR DETAILS SEWER LEGEND WATER LEGEND O3 EXISTING 6' -0" DIA. CONCRETE WET WELL WITH PROPOSED CONCRETE RISER SECTION 6" DIA. WYE (MJ x MJ x FL) WITH THRUST BLOCK 10 Y4" WATER SERVICE CONNECTION, AND TOP SLAB, SEE DWG. N0. C14 FOR STA. 0 +90.9, 5.7' LT STA. 1 +09.1, 16.7' RT DETAILS. REFER TO DETAIL 1, DWG. N0. UO2 O4 LOCATION FOR FUTURE YARD LIGHT APPROX. 5' -0" OF 6" DIA. D.I. PIPE 02 APPROX. 30' -0" OF 3/4" DIA. COPPER PIPE 3� 6 "x4" REDUCER (FL x MJ) OS NEW 48" DIA. STANDARD MANHOLE STA. 0+88.1, 9.4' LT Y4" WATER SERVICE METER, PAVING NOTES: STA. 1 +00.6, 9.6' LT, TO CENTER OF MANHOLE STA. 0 +95.1, 2.9' LT MATCH EXISTING GRADE OF ELECTRICAL VAULT AND 6.0' ® APPROX. 15' -0" OF 4" DIA. D.I. PIPE REFER TO DETAIL 2, DWG. NO. UO2 EXISTING PAVEMENT TO PROVIDE SMOOTH ROADWAY INV. ELEV. = FOR VEHICULAR ACCESS TO LIFT STATION. 1 NORTHWEST CORNER OF RETAINING WALL ® APPROX. 16' -0" OF -'4" DIA. COPPER PIPE STA. 0 +78.5, 27.8' LT © APPROX. i6' -0" OF 8" DIA. PVC SEWER PIPE MIN. SLOPE = 2.0 7, CONNECT TO EXISTING WET WELL REDUCED PRESSURE BACKFLOW PREVENTOR, 11 SOUTHWEST CORNER OF RETAINING WALL AT INV. ELEV. = 5.50' STA. 0 +84.2, 16.8' LT STA. 0 +67.0, 19.1' LT REFER TO DETAIL 3, DWG. NO. UO2 12 SOUTHEAST CORNER OF RETAINING WALL REFER TO MECHANICAL PLAN, DWG. NO. M11 © APPROX. 14' -0" OF Y" DIA. COPPER PIPE STA. 0 +83.6, 3.0' RT TO HOSE BIBB INSIDE MECHANICAL VALVE VAULT 1� NORTHEAST CORNER OF RETAINING WALL STA. 0 +99.5, 0.0' LT ENGINEERS WWP -ii -2063 � l.lz SCIENTISTS 1 i h LAKE WASHINGTON NO.2 LIFT STATION PROPOSED SITE PLAN 1 " =5' REVISED TO CONFORM TO CONSTRUCTION RECORDS s �Agos *esq,�P� RH2 ENGINEERING P.S. DATE aq� c °� SCHEDULE B ONLY 16.727 CITY OF RENTON — 1992 LIFT STATION IMPRC 8QGISTS R6�1 SIGNED: SCHEDULE A: COTTONWOOD L.S. REPLACE] TONAL 10112192 DWG NO. I JOB NO. SCHEDULE B: LAKE WASHINGTON L.S. #2 REHA EXPIRES 8/2/96 C12 1 191.068