Loading...
HomeMy WebLinkAboutzR-3652Setco Vi IL Z 0 W _j W Z DRIVEWAY TYPE O DRIVEWAY DROP W/O LANDSCAPE STRIP — MATCH EX. DRIVEWAY WIDTH — 2 LOCATIONS POUR BACK TO EX. CONCRETE DRIVEWAY 16' DRIVEWAY DROP W/LANDSCAPE STRIP — 6 LOCATIONS I 16' DRIVEWAY DROP W/O LANDSCAPE STRIP — 3 LOCATIONS FOUND CONCRETE MON IN CASE' WITH 1 1/2" BRASS DISK AND PUNCH AT INTERSECTION OF N.E. 14TH AND MONTEREY AVE. N.E. DOWN 0.6' N 187048.36 E 1304459.92 EL 283.09 k\ N 812011 ST/A6. •/ 0+00 n SAW CLFF EX. ASPHALT ALONG DRNIEWAY 10N,_ REMOVE EXCESS ASPHALT 2+00 W LLI IJ — — — — — - -- — - _T > INN Ld IN NOTE: @ADJUST TO FINAL GRADE - q \P\ 00 R-200.0 RT. SIDE 0 PLAT BOUNDARY PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. - 16 vd \ RIM 266.22 IE=263.12, 12" \.O\ MONTEREY AVENUE NE FOUND CONCRETE MON �INCASE_Wl LEAD AT INTERSECTION OF N.E. 127 . N.E. AVE 7 (CITY OF RENTON C.P.N. 71) N 186463.1572 7 @ E 1304865.211 EL 284.63 vo 8/16/2011 ? STA=0+00, AS-BUILT WATER PLANS C) I x CITY OF RENTON, W-034201 _272 < LLi 1u) vd It I ------ -- AS-BUILT AS-BUILT 106U R, 12 N-12 CB#3, TYPE-1 ILLI, -1 _,�'CB#5, TYPE WS—=4.67% THRU-CURB INLET IE=258.20, 12" W/VANED GRATE @ IE=258 N0 �21 E) RIM=260.60 IE=257.62, 12 @ @ 2�I_F., 12" N-12 06=6.10% MONTEREY AVENUE NE Aq-RL4I11I CB 41 TYPE -1L V RIM - 959.83 INT'X MONTEREY AVE NE NE 12th STREE T 2 E=256.2 1 STA. -5 +87.42 (MONTEREY) IE=256.1 12" W STA.=4+55.94 (NE 12th) INSTALL PUPLik 'SIGNS -0 th - --STREET" AS-BUILT -W CB#7, INLET RIM=255.62 1-Tr-N-12 05=5.28% IE=254.01, 8"D.I. AS-BUILT CB 6, TYPE-1 ADJUST TO FINAL GRADE W S 0LID LOCKING LID INSTALL SOLID LOCKING LID RIM=256.67 IE=253.86, 12-,(S) ;�E=2,57__60, 12"'W" IE=253.93, 12 (E) E=25"S.51 8-( ""NEW 11LF., 12" N-12 CS=1.91% IE=253.65 , T�N) NEW D.L. OFFE, P.E. SCALE 1 AT Fwm" 51'NE MGOId,•Y3y 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 UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1-800-424-5555 STORM WATER MANAGEMENT NOTES: (1) FLOW CONTROL BMP'S CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. (2) FULL INFILTRATION FLOW CONTROL BMP'S WILL BE UTILIZED FOR LOTS 1-9. BMP TO BE INSTALLED BY BUILDER AS PART OF BUILDING PERMIT — UNDER SEPARATE PERMIT. ** — FULL INFILTRATION FLOW CONTROL BMP'S ARE REQUIRED UTILIZING SEVERAL OPTIONS SEE SHEET 5 FOR TWO OPTIONS. SEE STORM WATER NOTES (2). CITY OF RENTON DATUM Plan ning/Building/Public Works Dept. R=365207 GRAPHIC SCALE 0 15 30 60 1 inch = 50 feet NELSON PLAT SIGNATURE CUSTOM HOMES of WA, LLC ROAD/STORM PLANS AS-BUILT 04-20-2013 V) P4 0 C-4 C', 3; M 0 u rA 0 L A Off" V_3C,5_�-07 I I I IRi❑ 105/28/20121 1 �anmac I 4 _; 9 T