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S-398202
z O Z Nw F-: LL COU ELIV I o w n zi C:J O J M W gn >O CLZ Y w U fr, (D Ln CO � Z �fr a (D Q m� O J O J �w Co M O O U ry 0 � N J LIJ vJ LL] s Ry C s� z (% �m Z X\�o� O ^�ti Z \ 0 Ljj 10' PERFORATED PIPE N ry CONNECTION TRENCH LO PER 4O. PLAN 263.40 LIJ \LLI X CB 2° 20,/oSI \ =347.0 @ 14E = 5.5 VH / (E) SLOPE TO SS (N) TYPE 1 C B 2'-4"x 2'-8" RIM=349.25 IE=347.75 (E) SLOPE TO SS SFA � Off, 9 Qq 70„ O 7 2j0�\ �J �oD, EX C RIM -34 . IE =348.9 90, /O" 6 RN,R /0" O� sFti T (E) 1" WATER SERVICE LINE EX. 1000 L. AS OIL/WATER SEPARATOR 576-SA-1000 SAWC 2 ASPHALT / Sys (N) CONCRETE NEW CONCRET SWALE 1% TO PAVERS SLOPE ti i ) ' � / / /� CB SWALE TOWARDS 41 !v DRAIN AT NEW SIDEWALK P� CB LOCATIONCANOPY (E) CONCRETE f� SERVICE SLAB 2% SLOPE /1 Q J / LEGAL DESCRIPTION: RENTON HIGHLANDS # 2 CORRECT PLAT SWLY 125 FT OF SELY 90 FT EX CB (E) 6" SIDE�� SEWER �\ 2" MIN. Q" N�'g' SWALE 1% T O PVC �a /�'� sEE PROFILE v PP -- �� of �, SHEET E) C B SQ / 0 �A 2%SLOPE ti` \ \ e `"pw EX CB (E)ASPHALT RIM =347>� �> o \ \\ IE =346.0 ul F� So71 90 s6 \ 2S SYTy GAY \ \ 1 I SS \ 0„ \ \ SS SO \ \ 11 r ' SS SS MI /� l S 1 \ 1 Vl S SS \ 8627 NE 180th St. A N S T E Y PHONE:OL( 06)98031 7639 E N G I N E E R I N G FAX: (425) 858-9203 EMAIL: benonstey©ansteyengineering.com NO. Y ss, 5408 yO" 27„ F9oo se \ (E) ASPHALT \ /2%SLOPE � I TE CB D� / THIS / L / 11 I �V ----- / / v\ EXISTING / 4 / CONCRETE SLAB / AT GAS DISPENSERS \ / 1 1 ' `r0 `SO 1 1 1 (� S \1'II Vl 1\ / SLOPES AWAY FROM CATCH BASIN PER 1\ / SWALE ALL DIRECTIONS PLAN 1\ �G PERMITER SLAB SWALE DETAIL AT LA ISND \ r_ REVISION SURVEYS DESIGNED. BPA DRAWN BPA CHECKS BY DATE APED APPROVED SCALE As indicated ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCOR 91NGLv VERTICAL NAVE 1988 HORIZONTAL NA9 1983/1991 DATU M I LOT COVERAGE (STRUCTURES) 2,020 SF. PROPOSED BUILDING 624SF 5,246SF 1,871 SF. 9,761 SF. 1,489 SF STANDARD STRENGTH FILTER FABRIC SIDEWALK AUTO COURT &1 PARKING ROOF OF CANOPY IMPERVIOUS AREA OVERHANGS NEW LANDSCAPING CATCH BASIN SRA1E 1. CONDITIONOFUSE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 12. MAY BE USED ANYWHERE AT THE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE- 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BEA TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PODDED WATER 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. B. MAINTENANCE STANDARDS 3.t ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SNE. CITY OF RENTON Planning/BwIding/Public Works Dept. PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN — 21620 DEPARTMENT MAP.CTT 2008 ALL CATCH BASINS IMPACTED BY CONSTRUCTION ACTIVITY SHALL CONFORM TO THE MEASURES OUTLINED IN THE CITY OF RENTON STD. PLAN-216.20 FOR PROPER INLET PROTECTION S-398202 R-398204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY 0� DEVELOPMENT ENGINEERING , rstraka 12/08/2017 Justin Johnson 12/12/2017 RENTON SUNSET SHELL C - STORE 2800 NE SUNSET BLVD RENTON, WA 98056 DRAINAGE SITE PLAN BMP 11-03-17 FIELDRDOE PACE C4 4 c 11/17/17