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HomeMy WebLinkAboutWWP2703735.1PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. STA. 14+48.0 14.9' LT. N v Q z O Cl) 06 v T_ Q n z O J SSMH 7, 48 0 I RIM=281.30 �`v• o STA. 20+08.0 5 RT. Y " OUT) �� o� o o \ ' % \, '. 8" C.O. W/TRAFFIC BEARING COVER IE=274.20, 8 IE=274.30, 8"�IN) 0 0 RIM=325.44 '� 04 o o I IE=318.44, 8" 0+78, IE=317.0 197 o v 0 0 � 0 o g, .o o s 0) o° o ppR AD 00 e _ 0 I N ONO Z N �\N .I - o II � II II II r. c� W W • 2 9t I I ` . Li x i s 00 ' O o w 5 • N I \N F 268LF., 8 PVC SS@S=1 1.84% 15+00 16+00 0 " - - - 17+00 � STA. :a SSMH 8, 54 -SHALLOW • 0+23, IE8 =309.0 �31� RIM=313.02 • + + N o FpOR IE=306.02, 8 OUT) o + ,= \N. IE=306.12, 8"(IN) trUn N O av SSMH #2, 54" EXTRA SHALLOWxuv RIM=222.0 3 IE=218.00, 8" S) - MIN. BASEMENT FLOOR=222.0 I IE=218.17, 6,� NE) I ,, x MIN. FIN. FLOOR=253.0 I 1 +7 , IE=249.0 , 7.5 MIN. BASEMENT FLOOR=221d I .. I 2+20, IE=218+.0 F MIN. FIN. FLOOR=248.0 : OI 1 +24, IE=244.0 + 15' SANITARY SEWER EASEMENT - , N (PUBLIC) I00 I MIN. BASEMENT F' OOR=223.0 I I > I �•- I • w o II O© 1 +64, IE=220.0 N I V) I MIN. FIN. FLOOR=243.0 v' 0+75, IE=239.0 I> I ? 00 .:.. O '00I I y LL � MIN. BASEMENT FLOOR=219.0 N 9 i 1 +08, IE=216.0 MIN.: FIN. FLOOR=238.0 o, 0+25, IE=234.0'' STA. 10+78.54 6.0 LT. I I SSMH 4, 54 -SHALLOW / I O RIM=236.56 IE=229.46, 8" OUT) MIN. BASEMENT FLOOR=218.0 :; . IE=229.56, 8IN) • 0+65, IE=215.0 I / P t 40LF., 8" PVC SS@S=8.25% NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT / CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ' MIN. FIN. FLOOR=232.0 : 0+10, IE=228.0 PROPERTY CORNER ` STA. 10+36.0 6.0' LT. STA.6+84.77, 30.0 LT. SSMH 3, 54 -SHALLOW / SOUTH 55th STREET RIM=231.31 / STA. 6+92.0 8.0'+ - RT. .,.., 06, 8.,OU :: SSMH 1, 48 � �om -- -- -- -� - lE 226.16, g (IN) .:R �: RIM=214.0 I 12 PVC SEWER (S-229703) IE=205.97, 12"(EX.) 12" PVC SEWER , (S-229703) IE=206.14, 8"(N) I STA. 22+09.0 5' RT. 8" C.O. W/TRAFFIC BEARING COVER RIM=317.50 IE=310.50, 8" ALL SIDE SEWER CLEANOUTS LOCATED WITHIN FUTURE DRIVEWAYS SHALL HAVE TRAFFIC BEARING FRAME AND LID ALL AT SANITARY SIDE MINIMUM SLOPE=2.00%, SEWER STUBS SHALL BE PVC PLACED TYPICAL. STANDARD 48" SANITARY SEWER MANHOLES PER STANDARD PLAN #400.1 ABANDON EXISTING ; �- EX. MH #34-13 6 SIDE SEWER RIM=231.44 401-F., 8" PVC SS®S=8.25% IE=222.76, 12" (E) IE=222.64, 12" (W) IE=222.76, 8" (N) ENGINEERS L titi....�� F9%CER NW HORRO AL NMi&199,OFFE SCALE 13932 SOUTHEAST 159TH PLACE q�. - ti �� DESIGNED: D.L. OFFE, P.E. RENTON WASHINGTON 98058 � . DRAWN D.L. OFFE, P.E. PHONE: 425-260-3412 �o �F o .� ONE INCH DATUM CHECKED: AT FULL SCALE CONTACT: DARRELL OFFE, P.E. .c/STER� Fss /� 0� �N c *�� ONE INCH APPROVED: CAEACCORDINGLY 5/13/2014 N0. REVISION BY DATE APPR SHALLOW SANITARY SEWER MANHOLES PER STANDARD PLAN #400.2 iz C T Y OF RENTON Planning/Building/Public Works Dept. 5-313501 GRAPHIC SCALE 0 15 30 60 > inch = 30 feet RECOMMENDED FOR APPROVAL Byl Date; &/q /7 Bye teIIA;* By; Date; By; Date; WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET SANITARY SEWER PLAN 10/10/2013 FlELDBOOK: PAGE: DRAWING NO: SHEET: 9 OF- 14 Cam. 5- -�- 73s�o