Loading...
HomeMy WebLinkAboutS-418801O Cn 73 N N 0 N Q0 N a) E 0 3 +s i rn N / Q0 N / 0 0 0 N M I. N 0 20' 40' 80' SCALE: 1 "=40' KING COUNTY R-4 A nN r CONNECT TO E vlc` j ,. G�! PR� /off 8„ WATE 5 M\NOR � ?` SCH 80 PVC fEX` OVERHEAD WIRING 21 FOR SIGNAL TO BE RELOCATED UNDERGROUD SIGNAL POLE -- -PER WSDOT STANDARDS �[/ SIGNAL POLE CONNECT TO EX c 21 � O, 8" SEWER - MH664 EX SIGNAL HEAD AND PUSS-H :. TO BE RELOCATED TO NEW `, ••'..I POLE. EX POLE TO BE REMOVED I ' KING COUNTY R-4 W I f • • • � I FORRESTOR MARK W � ,�; ••. •. 1463400081 ' � ••.• Q a I I �w ' J "I' � o I� o r I I I 6 EX 8" SEWER �I B ASBUILT COMPOSITE UTILITY PLAN OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EX__�JW *INDIVIDUAL LOT NOTE: THIS PROJECT HAS SET A MAXIMUM IMPERVIOUS SURFACE OF 4,000 SF PER LOT. A RESTRICTIVE COVENANT WILL BE PROVIDED ON THE FINAL PLAT. NOTE: PROPOSED IMPROVEMENTS SOUTH OF THE PLAT BOUNDARY ARE WITHIN KING COUNTY. RIGHT OF WAY PERMIT MUST BE OBTAINED FROM KING COUNTY FOR THE ASSOCIATED WORK. —J — — — — — — — — — — — — SAWCUT LINE (TYP) -CONNECT TO EX 8" WATER SJOLUND KRISTINA M 2345750120 DMINIll JP,ARVIV l I I CC) 1397500070 UTILITY CROSSING NOTES: 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. 1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT Sull DESIGN ED. BENCHMARK DRAWN: RK DATUM DOMEDIN CONCRETE MONUMENT IN BRASS DOMESS FOUND�INARK 4X41 0.4 Cll HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION BY DATE APPR Al BJT 1 "=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PENCE ALAN D & DENISE 1423059030 `FRENCH DRAIN. SEE DETAIL ON SHEET 15. CITY OF RENTON R-4 IE = 370.80' I OUTFALL PROTECTION 12x7.5' tij RIP RAP PAD (2' THICK) 1 I j W II I IE = 370.51' I I II EX 12" STORM MAY RONALD G W N ;�.r 1397500060 w I J EX 8" WATER I �_-- 0 � I r SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. WALL DRAIN KEYNOTES: �1 CONNECT FOOTING DRAINS. 2❑ DAYLIGHT WALL DRAIN VERTICAL- NAVD, HORRON`Il NAD I W ,99, DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. LEXI TIM & GINA MARGITH 1423059091 TREE PROTECTION FENCE AND EASEMENT INSTALLED PER TREE RETENTION PLAN ON SHEETS 37 TO 39 CITY OF RENTON R-4 KING COUNTY R-4 COYLE ROBERT 1397500050 /41423 p D/10/20 V E C V d% 7 � _c � .� O (0 Lu c O N M C QOcON � 1C14 Q Qq i Ln W V r Y 1-t R-418811 &mmi S-418801 ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne ASBUILT COMPOSITE UTILITY PLAN EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M M O O O O O7 ccc r CD O O Q J ~ N 0) O T N v)O z DATE 10/10/2022 � m 0 FIELDBOOK: PAGE: DRAWING NO, �w i cn m SHEEN H 011