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HomeMy WebLinkAboutS-2966023 0 Y Z c� W E- I a O I'4 p+ co . w rn a� EE_ �+ d W m H z Ch I z n W n � o I 4 N W % ZE W w � N3 � iJ mV � e� I GRASS STRIP BEGINS STA 11 +37.96 SS & SD UTILITY ALIGNMENT CL r r a a a U) w r + z cr Q Z V) Q w z LLJ < 1 1 I z s Y ° Ln I Z ° 0 Q J F p 290 Z 0 0(n a 0 w- -- ---- - - - --1 -- - - - - -- ------------ +------------- f--------- - - - -I- 1285 0 z 0 ------- I - - - -- - -- - - -- -------4------------- 1------------- ------------ 1------- - - - - -- -1280 I STORM I 1 1 I I I I LOT 3 SSS I LOT 4 SSS j 1 I I I I STA 12 +33.7 I STA 12 +63.7 1 1 1 ------ - - - - -- - - -- I------ - - - - -- I I I J 275 275 -- -- - - - - -- - -- -- - - - - -- -- ---------------------- - - - - -- r- I PROP 8" SS LINEt (SEE NOTE 6 ON SHEET I I 238 LF OF 8" PVC 00.5% TO BE INSTALLED BY THE CITY OF RENTON MID FEBRUARY 2002 1 SANITY SEWER R - BUILTS WILL BE PREPARED BY THE CITY OF RENTS�,ii I 2701------------- T------------ -rt - - -- ----------------------------- - - - - -T ------- -=t' -- -- - - -3-- 1270 EXIST CL ELEV DATUM ELEV 285.00 10 +00 11 +00 1 12 +00 13 +00 MH #2 -5'f WEST OF CL NEW 48" MH SEE NOTE 6 ON SHEET 6 GRAPHIC SCALTE m e m m a m (IN S) 1 inch - 20 R NEW 48' M WEST OF CL S _ 290"02 NEW 48° MH SEE NOTE 6 ON SHEET 6 ACCESS & UTILITY EASEMENT & MONTEREY AVE NE PROFILE - MONTEREY PL. SNORT PLAT SCALE: 1 " =20' NoRiz 1"=5' VERTZ U U � 3 3 d C, ° a ° ° o SANITARY SEWER VERTICAL DATUM NOTE: m SEWER PROFILE NOTES: 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, 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS SHEET 9 OF 12, DATED: 4 -1 -70. ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. z z THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF 2. CONTRACTOR TO MAINTAIN A 1.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND MAINLINE WATER AND THE WATER STUBS. THIS SITE IS BASED UPON NAVD 1988 WHICH INDICATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM '0 IS 304.54. CONTRACTOR IS TO BE AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM 3. CONTRACTOR TO MAINTAIN A 1.0' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND ALL OTHER UTILITIES. WITH NAVD 1988 WHEN THE AS- BUILTS ARE PREPARED FOR SUBMITTAL TO THE CITY OF RENTON. z L "f 0 ° > U U 0 0\D W. A W NOTE: AUK WlTnNG UN RD RECOMMENDED bF w ^SH N. rrS a a COSTLfi FOR APPROVAL EXISTING UTIUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. �! w IT SHALL TO DETERMINE VERTICAL NDHORIONAL LOCATION OF A �G uNM- call X Of GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO I 90,.y 28477 D • °4� REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before you S IFS• �>:l� i,�;;•��� HEREON. THE ENGINEER ASSUMES NO RESPONSI8IUTY FOR UTILITIES s /pNA L ENG NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. Dig. BY CALL BEFORE YOU DIG: 1 -800 -424 -5555 zz WW l �B UNDERGROUND SERVICE (USA) EXPr IRESura5-13-03 C©; cS- =' jd &-Q SCANNED SEP 13 2002 176 FR' 45 1 a � 5"�'