Loading...
HomeMy WebLinkAboutR-3847197441 4., 0 U 0 z m 0 cn w a a w a w a U cn 0 a J m� WWo 0 W D 04 TYPE 2,48 6 W V V 0 1 RIM = 10.25 s z 11'C = 17.47 (18" W) 1 1 a U - 984 Ti 2, 48" W/sm PLAN 204.30 GMTE MM t CL h r r O IE = 1 16.45 (12" S) W t . D i .• � I 1 1t C 1 b" • 0 •r 0 go Ln m m m 0 N U U V N O cp I 00 co cp 00 N a > o i ii N M Z 0 x • r &� 1 i 00 L� 1 w C*IAMGE EXISTING CATCH BASIN El EXISTING STORM PIPE EXISTING GRADE CONTOUR PROPOSED GRADE CONTOUR - - - - - -- - - - - - PROPOSED CATCH BASM PROPOSED STORM CATCH pASM!/MW40LE PROPOSED STORM PIPE �■�—�� UTILITY CROSSING j GB� A vjmv-Wm KEYN07Eo", �1 EX. SAIIITARY SEINER 1/AMILINE AND MANHOLES TO RE". CONTRACTOR SHALL POTHOLE OR OTFIEIIwISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. a NOT USED ❑3 EX. WATER LINE, (MATER VALVES AND HYDQANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHEIIwISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. MATCH. : SEE 3FIEET C1.5-1 MATCH. : 3EE R EET C1.5-3 R=384719 DA7 CITY OF RENTON, Ni 88 M CITY WANDAMIS Approved by: Dote rir��r�c: o�d s CITY OF RENTON CONTROL by note PONT NO. 1864 WAS HELDAW ' FOR ELEVATION, TNG °' by: Dote 19.488 FEET (NAVD88) 16wovw : Dote Oj CONFECT TO 3" CANOPY DOwMSPOUT GRAIN. SEE ARCHITECTURAL DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION. 2O 4" STORM PIPE O 1 X MIN. LENGTH AS REQUIRED. PROVIDE AND INSTALL 4' TO 3" FLEX COUPLE AT CANOPY DOWNSPOUT (DS) CONNECTIONS. TYPICAL O3 BEEHIVE GRATE AS PER DETAIL SHEET C2.6 DSEE SHEET C1.7-3 FOR SANITARY SEWER CROSSINGS. SEE SHEET C1J-5 FOR DATER AMM( CROSSINGS. IKEA PROPERTY INC S. GRCi 420 ALAN WOOD ROAD �P �F A Sys ®� INN, PIA 19428 CONTACT: DT E. SLA70N CONSS1111�CTWN Ni MA�t,'6R . (610) 834-01ft CELL 303-50-4623 KAM 28527 �� mat EMC ' • N CONSULTING ENGWERS FSSS 1 E� ���' 18215 72ND AVENUE SOUTH KENT, 10#A L E WA 98032 CONTACT: JAY GWM. PE (425)251-6222 Emp'KEYMAP " NOT TO SCALE IR T'vE2.4e" �.W/om CUM FACE IMMF'M� A� MATE = 22.56 09 IE = 16.34 (15" E) SIE = 16.34 (15" W) T..*, k -46 LF 4" • 1.98K � 4 I "111111144 T 29 W/STD GFATE FG + .10' VENT S r RCCF IMM = 24.50 IE = 19.58 (18" SMI) p _ 20.92 (4" W) L9 j = 20.41 (8 S) = 19.50 (4" S) =19.58(18"E) i VA t U LF 15" CPEP SD • 0.20K TYPE 1, W/STD 0ftTE a , IMM 20.23 IE 16.67 (11" S) IE 16.67 (11" E) ;CIE = 16.67 (15" W) .26 LF8"CiSD•0.50K 1 1 19 TYPE 1, W/ SM GMTE a i _ 20.04 Z9 K - 16.111 (11" W) 1 �• 1 •e i 1 �1 i E 1 1 i , 1 1 1 04 TYPE 2,48 F•"� !lllll,��1�����J,llltam �a W/ Sol COWR 1 RIM = 10.25 s z 11'C = 17.47 (18" W) 1 1 AE = 17.47 (18" E) I . i 1 1 � . a I 984 Ti 2, 48" W/sm PLAN 204.30 GMTE MM 19.75 IE = 15.95 (18" E) t( -IE = 16.76 (12" W) IE = 1 16.45 (12" S) 1 i � 1 . D i .• � I 1 1t C 1 b" • ­�� - ___- • - - ♦ ." v.. �, .a � ..rr • .. +ri • all « .. C 7-�, � f -L?, - -Z,, e__k/ -7 / 9 11 Ti o E 111 zI F•"� !lllll,��1�����J,llltam �a TI � 4�&nr1 s z z. < i G� z � n c r ic n- �� ca z m m m 0 D 1 m . cn n• � e• � G. A" T e: D � D C cps 1 uZ z m D 111 F•"� !lllll,��1�����J,llltam �a TI 4�&nr1 Ci C) !' O 71. W H rn � Fr a