Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
W-418802
N I O 25® , SCALE: 1 "=50' WATER PLAN OF SUMPTER SHORT PLAT KEYNOTE: A PORTION OF SECTION 14, OTHO TOWNSHIP 23 N., RANGE 05 E., W.M. ICORACTNTUTIRUTIES PSHALL RIOR TO CITY OF RENTON, KING COUNTY, WASHINGTON CONSTRUCT ON AND VERIF EXACT ELEVATION. CONTACT ENGINEER IF coNFucr EXISTS. II' zziI O `P g y, 1 a T KING COUNTY R-4 � `JI " I 1 IX FIRE HYDRANT ILLL� ASSEMBLY pi NONIS JACOB & y 1423059023 MORGAN 2345750130 ° Iz SEE CONNECT s g --- EX TRAFFIC ET LIGHTS o NECTI ..SHARED DRIVE FOR Fr ON DALVES 2& 341 LF OF 8" RJ DI ' TRACT B o 3 NG k CONON @ III LF OF 8" RJ DI s � _ OF 8 J8' ' 1 � .,. L I 1 12" STORM _ .... ..... 1" WATER SERVCE PER SEE CONNECTION VALVES 3. 4 """•...._. FOR FITTINGS. VALVES & , 9 if OF I DISTRICT STANDARD CONNECTION gg RJ DI ,J - DETAIL No. 3 (TYP) u` . IX 8 WI TER �' TRACT ''. i ' I"''I I. 'DRAINAGE, FACILffY:'., 1 2 3 !' 4 � 3<a IX 8' SEWER (:. n.4D 37s.2o 376.10 380.20 EX SERVICE IX WATER METER FOR4ESTOMARK I TO BE REMOVED :. j PROTECTION LINE .{{.._ M ':'.................................... _.........L........::.....: -FENC@ 81 KING COUNTY R-4 � i? I 1 i FIEF HYDRANT ASS(BLY Qtf • ..•.• CROW = I. SCOTT MATTHEW F jl� 1397500100 NPUT BOUNDARY V STA. 9+95.57. 12.83' IT 11 LFOF 8" RJ DI INSTALL: 1-8" DI TEE (FL) CONCRETE BLOCKING PER ' 8 LF OF 8" RJ DI 1 DISTRICT STANDARD DETAIL NO. 1 I ,' 16 LF OF 8" RJ DI I _ I 0 2.0' 4- 8' ®I / APOMI' R I� SCALE: 1"=4' PDA RAMP AD CONTRACTOR SHALL FIELD LOCATE IX 8" WATERS' I LINE (TYP) MAIN. PRIOR TO CONNECTING TO IX LINE, ALL ; IMPROVEMENTS SHALL PASS A PRESSURE AND p PURITY TEST AND MAIN FLUSHING. INSTAIL 1-TEMPORARY BLOW OFF PHASE 1 PUT BOUNDARY STA. 9+95.57, 12.83' RT 1 : ` REMOVE: 1-TEMPORARY BLOW OFF .1;. N....... I W Q g 9 LF OF 8' RJ DITEMPORARY I II'G ADA RAMP its REMOVE IX 8" WATER SAWCUT PASSING A PRESSURE AND �1LINE (TYP) TEST AND MAIN FLUSHING. 3 REMOVE EX 8" BEND INSTALL: m 2-8" COUPLING (RJ) Zf 1-8" GATE VALVE (RJ) 9 LF DI SPOOL PHASE 2 CONNECTION DETAIL 1 SCALE: 1 "=4 TREE PROTECTION IX TREES TO BED EASEMENT SAVED (TYP) MINIMUM ROOT - PROTECTION ZONE MCGAKA RONNIE D 1397500090 KING COUNTYKING SWS 1397500110 I I 1 N I I T\ 0 2.0' 4' 8- SCALE: EX FIRE HYDRANT CONTRACTOR SHALL FIELD LOCATE IX 8" MAIN. PRIOR TO CONNECTING TO IX UI IMPROVEMENTS SHALL PASS A PRESSUI PURITY TEST AND MAIN FILL 1-TEMPORARY BU 9 A ZS--__------- .' LF OF RJ DI ma I 9 LF OF 8" 18" SR OBERENDER DALE BARKER SHARON C & MONICA I (TTEE) 1397500080 13975NO70 I I LINE PHASE 1 SJOLUND KRISTINA M 2345750120 WATER Unm CRoSSINos AlIE 12" SD=375.37 T/P B" W=373.11 ©IE 18" SD=376.06 T/P 8° W=373.51 ,I T/P 8" W=377.23 T/P 12" SD=375.50 ®IE 8" W=377.11 T/P 12" SD=375.56 ®IE 8" W=377.12 T/P 8" SS=368.78 ®IE 8" W=377.81 T/P 80 SS=368.57 ®IE 18" SD=378.62 T/P 8" W=377.09 ©IE 12" SD=370.69 T/P 8" W=369.17 ©IE 12" IX SD=369.80 ` /P 8" W=368.80 SEPARATION IS LESS THAN 1.5', REQUIRES GEOFOAM. WATER MAIN F1ITINQ DATA TABLE O STA. 9+95.57, 12.83' RT O STA 12+02.02. 5.31' LT SEE CONNECTION DETAIL 1 BELOW INSTALL: SEE CONNECTION DETAIL 2 BELOW OSTA 9+95.57, 4.50' RT ` INSTALL: OSA. 11+85.22, 13.78' LT ,r, Z " 1-8- 45' BEND (RJ) INSTAIL o CONCRETE BLOCKING PER DISTRICT 1-8" 22.5- BEND (RJ) m 0 - STANDARD DETAIL NO. 1 CONCRETE BLOCKING PER DISTRICT w w STANDARD DETAIL No. 1 OSTA 10+03.37, 3.29' LT INSTALL STA. 21+01.90. 6.50' Ri w 10 1-8" 45- BEND (RJ) 1-5 1/4" FIRE HYDRANT ASSEMBLY PER 22 i CONCRETE BLOCKING PER DISTRICT DISTRICT STANDARD DETAIL NO. 4 c0i 0 STANDARD DETAIL NO. 1 CONCRETE BLOCKING PER DISTRICT c0i STANDARD DETAIL NO. 1 OSTA 10+74.52. 6.98' LT INSTALL OSTA 24+43.26, 8.50' RT 0 1-8" 22.5' BEND (RJ) 1-8 15' BEND (RJ) Y 0 0 CONCRETE BLOCKING PER DISTRICT CONCRETE BLOCKING PER DISTRICT & 0 5 STANDARD DETAIL NO. 1 STANDARD DETAIL NO. 1 '^ o 0 STA 11+54.20. 6.74' LT © Q1-8 31+28.ND 23.07' RT I 1 1 INSTALL: 45' BEND 1-8" DI TEE KIN CONCRETE BLOCKING PER DISTRICT CON 2-8" GATE VALVES (RJ) VALVES STANDARD DETAIL N0. 1 CONCRETE BLOCKING PER DISTRICT I PENCE ALAN D & DENISE STANDARD DETAIL NO. 1 PHASE 1 1423059030 INSTALL 1-TEMPORARY BLOW OTT P O INS 11+53.82, 18.25' RT PHASE 2 m LOCK AN O LOAD INSTALL REMOVE: rc rc ;218" STORM RETAINING WALL 1-8" 45- BEND (RJ) 1-TEMPORARY BLOW OTT CfTY DI OF CONCRETE BLOCKING PER DISTRICT EiENTON R-4 STANDARD DETAIL N0. 1 o m a - O N: 176163.11 SEE CONNECTION DETAIL 3 BELOW m os 164 lF OF 8 RJ DI 6 E: 1319941.22 ICI 6 1-8" CAP c: n 1-4" BLOW OFF ASSEMBLY PER - ` D 3 DISTRICT STANDARD NO. 11-1 A II .. li LIXI TIM GINA MARGri 142305909091 O STA 11+84.77, 6.22' LT �'. ........:,: ; INSTALL: --jjj�'r WATER SERVICE PER 1-8" DI TEE (RJ) / DISTRICT STANDARD 11II GATE VALVES ( CONCRETE RJ ) ' IIIY DETAL N0. 3 (TYP) �� CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL N0. 1 cfTY OF RENTON R-4 ASSEMB ..NroRANr..-....... COUNTY R-4 ASSEMBLY (KING Irr SEE CONNECTION DETAIL 1, 1 I FOR FITTINGS. VALVES & CONNECTION '.18" WATER 1 12" STORM MAY RONALD G COYLE ROBERT 1397500060 1 1397500050 I N - LINEA_ (TYI% �\ `� IX 8" WATER r Pi I; I T iF ^ I; s CONTRACTOR SHALL FIELD LOCATE EX 8" WATER IX MON MAIN. PRIOR TO CONNECTING TO IX UNE, ALL IMPROVEMENTS SHALL PASS A PRESSURE AND PURITY TEST AND MAIN FLUSHING. INSTALL 17 LF OF 8" RJ 1DI 1-TEMPORARY BLOW OFF LINE (TYP) AFTER PASSING A PRESSURE AND �pp( MON PURITY TEST AND MAIN FLUSHING. •'Q,``,\\ REMOVE IX 8" AND BLOW OFF. CONNECT 8" 01 DI SPOOL TO EX B" GV (F.) 17 LF OF 8" RJ DI PHASE 2 CONNECTION DETAIL 2 SCALE: 1"=4' SAWCUT� W LINE (PP) �j JLL 0 O Ill co Q N i J J Q V O W 32 w 0O Li CID 0 2.04' e' - ® I Y SCALE: 1"=4' � � I; I I ; I; I rc rc �j �j PHASE 1 m I¢I i I, E IX 8' WATER Ij ' \ C i$ s C 4 9 LF OF 8"IRJ DI W CT L LA r 0 s C 0 T C ? W dM AFTER PASSING A PRESSURE AND PURITY I; L 7 MID AND MAIN FLUSHING. I; TA P 3 Y^L INSTALL: i; C u1 at tV 1-8" TAPING TEE (RJ) - N O N 1-8" GATE VALVE (RJ ) m V m y PHASE 2 CONNECTION DETAIL 3 mAnft APPROVED FOR CONSTRUCTION KING COUNTY WATER DISTRICT NO. 90 Joshua Drummond 11/1/91 pp SIGNATURE DATE W-418802 SUBJECT TO APPROVAL OF ALL PERMITS FROM AGENCIES HAVING JURISDICTION E CALL BEFORE YOU DIG: IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT FIRE HYDRANT LOCATIONS AND ALL OTHER FIRE PROTECTION $ 1-800-424-5555 RELATED APPURTENANCES SATISFY FIRE MARSHAL/FIRE E DEPARTMENT REQUIREMENTS.