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HomeMy WebLinkAboutS-2966040 U o 0 E_ -e 0-4 E_ c) E_ Z 0 c, N IN 14 z 00 Q cq oV) QQ a: n 0 m T T, S.E. 114, SEC. 5, T. 23 N ®, R. 05 E5 W.M. 0 0 - - - - - - - - - - - - - 2751------- - - - - -- - - - - - - - - - - - I I DATUM ELEV 265.00 GRASS STRIP BEGINS STA 11+37.96 z CD tn W 0 (if F_ 0 SS ALIGNMENT CL C) C' W m Of �) < + U) > V) < 7= U) + < V) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY' Call z m 0- < 0 Y 0 1 U) z z < 43 n 0 --- T------ 0 p 0 < 0 0 0 -- 290 - - - - -- 1 V) C) - - - - - - - I_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- I------------- +----------------------- - - -I-- 285 - - - - - - - I I­ - ------------ 1--------- - - - -I- -1 280 LOT 4, SSS 11 ;SS cli i1 STA STA 12+63.7 1 12+33.7 1 —1- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - PROP S LFN��SEE NOTE 6 ON SHEET -J 275 - - - - - - - T_ I I I 238 LF OF 8" PYC @ 0.5% f I 1 1 TO BE 1NSTALLEDI BY THE CITY OF RENTONIMID FEBRUARY 2002 1 1 SANITY SEWER A -BUILTS WILL BE PREP AR_ D BY THE - - - - - I ------ - - - - -- - - - - - - - 270 EXIST CL EUEV-\ 00 C4 10+00 11+00 12+00 Ij+uu MH #2-5'± WEST OF CL I MH #3-5'± WEST OF CL NEW 48" MH NEW 48" MH SEE NOTE 6 ON SHEET 6 SEE NOTE 6 ON S'IEET 6 : HORI ACCESS k UTILITY EASEMENT, k MONTEREY AVE NE PROFILE SCALE 1"=20' MONTEREY PL. SHORT PLAT 1'.'=5' VER Z TZ VERTICAL DATUM NOTE: ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASED ON THE RIM OF SANITARY SEWER MANHOLE NO. 19 PER CITY OF RENTON AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE, ELEVATION = 300.78 PER CITY OF RENTON AS-BUILTS, SHEET 9 OF 12, DATED: 4-1-70. THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF THIS SITE IS BASED UPON NAVD 1988 WHICH INDIf3ATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM IS 304.54. CONTRACTOR IS TO BE-AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM ­­ FOR SUBMITTAL TO THE CITY OF RENTON SANITARY SEWER PROFILE NOTES: WITH NAVD 1988 WHEN THE AS—BUILIS ARE PRE Ss LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. -4\D W. CONTRACTOR TO MAINTAIN A 0.5' MIN. VERT CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE. CONTRAC-FOR TO MAINTAIN A 1.0' MIN. VERT CLEARANCE BETWEEN THE SEWER STUBS AND AND ALL OTHER UTILITIES. AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY' Call NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND uiiLjnES PRIOR TO COMMENCING CONSTRUCTION. NO c� before 0 cli Ui 0 00 00 00 00 0) 00 C11 00 c"I 00 C4 C4 cli c"! 10+00 11+00 12+00 Ij+uu MH #2-5'± WEST OF CL I MH #3-5'± WEST OF CL NEW 48" MH NEW 48" MH SEE NOTE 6 ON SHEET 6 SEE NOTE 6 ON S'IEET 6 : HORI ACCESS k UTILITY EASEMENT, k MONTEREY AVE NE PROFILE SCALE 1"=20' MONTEREY PL. SHORT PLAT 1'.'=5' VER Z TZ VERTICAL DATUM NOTE: ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASED ON THE RIM OF SANITARY SEWER MANHOLE NO. 19 PER CITY OF RENTON AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE, ELEVATION = 300.78 PER CITY OF RENTON AS-BUILTS, SHEET 9 OF 12, DATED: 4-1-70. THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF THIS SITE IS BASED UPON NAVD 1988 WHICH INDIf3ATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM IS 304.54. CONTRACTOR IS TO BE-AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM ­­ FOR SUBMITTAL TO THE CITY OF RENTON SANITARY SEWER PROFILE NOTES: WITH NAVD 1988 WHEN THE AS—BUILIS ARE PRE Ss LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. -4\D W. CONTRACTOR TO MAINTAIN A 0.5' MIN. VERT CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE. CONTRAC-FOR TO MAINTAIN A 1.0' MIN. VERT CLEARANCE BETWEEN THE SEWER STUBS AND AND ALL OTHER UTILITIES. AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY' Call NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND uiiLjnES PRIOR TO COMMENCING CONSTRUCTION. NO before REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN yOU r% HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER. LOCATION. III, - I CALL BEFORE YOU DIG: 1-800-424-5555 1 RECOMMENDED FOR APPROVAL BY v"i NA L �— 07 UNDERGROUND SERVICE (USA) 13— PD,5 -Mv6n wam ow-132M7 fl ,7 TIM 7 F