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HomeMy WebLinkAboutD-27502AV / z N S] :7 4 z� 3° U r � v U `L m I] x WATER & IRRIGATION EXISTING rn ,o Fa a SHEET PILING n €U LEGEND CURB & GUTTER LINE PROPERTY LINE EASEMENT LINE 3 a COORDINATE NOTES: WC/) RIGHT OF WAY LINE SEWERAGE & DRAINAGE � r, �C WATERMAIN < 18" DIA - -- $- W - -- aE 1. ALL COORDINATES SHOWN & REFER- - E w O+N F- CONSTRUCTION CENTER LINE INLET a6 CURB RAMP a 5 ° a z LL z TESC SUBCATCHMENT AREA BOUNDARY o ACTUAL STATE PLANE COORDINATES: Z LLJ U ~ 6 "SL m a < X8°0 9 w j CLEARING LIMIT FENCE R w o o DRAIN PIPE Q;m O CHAIN LINK FENCE STORM _ 12" DIA �� N Q (J) FILTER FABRIC /SURVEY FLAGGING >N w Z y SANITARY SEWER PIPE < 12" DIA N 73,400 E 53,000 °mtl UQ N UTILITY REMOVAL TREE DRAIN (DECIDUOUS) O Q m TREE (CONIFER) < M --►�— 6 0 Z w (/) BRUSH REDUCER 8-W - -4:'W 8 %48 %4 v QZwU w J p < WETLAND BOUNDARY DEADMAN BLOCK LJ ®U U WETLAND BUFFER s> Ln PROPOSED IA 0 COMMUNICATION /ELECTRICAL DUCTBANK G--- FREE WATER SURFACE 8 OJ c� 0 00 0 0 0 c� C7 3 0 i N 0 0 0 a° 0 0 WATER & IRRIGATION EXISTING F+OM SHEET PILING L E 0 3 a COORDINATE NOTES: A,R RELEASE VALVE E-+ w �a a SEWERAGE & DRAINAGE � r, �C WATERMAIN < 18" DIA - -- $- W - -- aE 1. ALL COORDINATES SHOWN & REFER- - E w O+N a .y C c i0 ]1 ` p� O y INLET a6 CURB RAMP a 5 ° a z —� _ CATCH BASIN TYPE II o ACTUAL STATE PLANE COORDINATES: TRAFFIC OR PARKING SIGN UTILITY POLE EXISTING r v- I'YYY1 i I 7 LIMITS OF ASPHALT CONCRETE PAVING, LIGHT SECTION LIMITS OF ASPHALT CONCRETE PAVING, HEAVY SECTION FLOW ARROWS _ U) WATER & IRRIGATION EXISTING ,ap SHEET PILING V) 'g� COORDINATE NOTES: A,R RELEASE VALVE SEWERAGE & DRAINAGE WATERMAIN < 18" DIA - -- $- W - -- 8 W 1. ALL COORDINATES SHOWN & REFER- - MANHOLE (ECCENTRIC) a 24"W INLET d U i U N 7 p a CATCH BASIN TYPE I / TYPE IP BEEN TRUNCATED AS NOTED BELOW; —� _ CATCH BASIN TYPE II 8" IRR ACTUAL STATE PLANE COORDINATES: 6 "SL m a < STORM DRAIN PIPE < 12" DIA IRRIGATION SLEEVE o BEND --- ---�_, o o DRAIN PIPE —XX XX- 0 STORM _ 12" DIA CROSS - - -- - - -- X X— r m SANITARY SEWER PIPE < 12" DIA N 73,400 E 53,000 XX —II XX PLUG - OR --4 TREE DRAIN (DECIDUOUS) RAIN WATER LEADER 0 N SECTION LETTER X REFERENCE TO SECTIONS xx SHEET SECTION DRAWN ON o SHEET SECTION TAKEN FROM 0 m 0 swp- a� -s7ro EXISTING 0 , E-1 - -- 8 "SD - -- 18_S -D, 8 "SS PROPOSED WATER & IRRIGATION EXISTING PROPOSED 1� COORDINATE NOTES: A,R RELEASE VALVE WATERMAIN < 18" DIA - -- $- W - -- 8 W 1. ALL COORDINATES SHOWN & REFER- - 24" W 24"W ENCED ON THESE DRAWINGS HAVE WATERMAIN > 18" DIA _-- -_ - - -_ I BEEN TRUNCATED AS NOTED BELOW; —� _ IRRIGATION WATER -----8" - -8" IRR - - 8" IRR ACTUAL STATE PLANE COORDINATES: 6 "SL IRRIGATION SLEEVE N 173,400 E 1,653,000 BEND --- ---�_, � —XX XX- AS SHOWN ON PLANS: CROSS - - -- - - -- X X— TEE - - -- - - -- — N 73,400 E 53,000 XX —II XX PLUG - OR --4 S FH (DECIDUOUS) FIRE HYDRANT (CONIFER) WATER VALVE - - - J - --►�— WATER VALVE W/ VAULT REDUCER 8-W - -4:'W 8 %48 %4 THRUST BLOCK_ DEADMAN BLOCK LJ V GAS, TELEPHONE, POWER EXISTING PROPOSED ^^' COMMUNICATION /ELECTRICAL DUCTBANK G--- 4" G — GAS MAIN -4" - \ OVERHEAD POWER - - -OHP - - - OVERHEAD TELEPHONE - - - OHT- - - - OHP OHT UNDERGROUND ELECTRICAL CONDUIT --- E - - - E LIGHT AND POLE — SP— SP —SP— ELECTRICAL /LIGHTING J J O JUNCTION BOX PROPOSED O DATUM • VERTICAL DATUM: LOCAL ® CONVERSION FACTOR = +3.21' NAVD 88 (CITY OF RENTON) ® THE VERTICAL CONTROL MONUMENTS ARE THE FOLLOWING: 2 2A 7" O TBM 2106 1,; FOUND A 2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE 8 "SD POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF S.W. GRADY WAY & OAKESDALE AVENUE S.W.. 1�8"SD ELEVATION = 20.62 NAVD 88, U.S. FOOT. TBM 1881 SET 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE TOP OF THE EAST 8 "SS END OF THE CONCRETE RAILING ON THE NORTH SIDE OF THE S.W. 16TH STREET BRIDGE OVER THE P -1 CHANNEL. BRIDGE IS LOCATED JUST WEST OF THE INTERSECTION OF S.W. 16TH STREET AND OAKESDALE AVENUE S.W.. 6 "TD ELEVATION = 24.16 NAVD 88, U.S. FOOT. 8 "RWL TBM 1914 FOUND A STANDARD COAST & GEODETIC SURVEY (CGS) BENCH MARK BRASS DISC, WITH Nn KNOWN NATIONAL GEODETIC SURVEY ARCHIVE NUMBER, STAMPED "SS249 RESET 1984 ", SEl IN THE TOP OF THE N10ST NORTHWESTERLY CONCRETE FOUNDATION OF A STEEL TRANSMISSION TOWER NEAR THE NORTHWEST CORNER OF LONGACRES RACE TRACK, APPROXIMATELY 90' SOUTHERLY OF THE SOUTHERLY EDGE OF PAVING OF THE EASTBOUND LANES OF 1 -405 AND APPROXIMATELY 75' EASTERLY OF THE EASTERLY RAILROAD TRACKS. DETAIL NUMBER ELEVATION = 22.30 NAVD 88, U.S. FOOT. x x REFERENCE TO DETAILS HORIZONTAL DATUM: BOEING LONGACRES SITE DATUM _ SHEET DETAIL DRAWN ON 2 SHEET DETAIL TAKEN FROM RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE sIONAL � .v- -- ------- - --- -- ® IS NOT RESPONSIBLE FOR ACCURACY OR 713-4. f BY 1 COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 061051'02 A S B U (RECOMMENDED ® "— ®- ®e- _ ® ® ® - ®e mm--� LT. FOR APPROVAL ev J E RECORD DRAWING j --- -- - - -� -- not -- --- Anse-- --- ---- --st- �I i SCANNED UCT 4 2000 I ROLL # 167