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HomeMy WebLinkAboutW-418803WATER MAIN Fn7M DATA TABLE O 2 5.31' LT SEE CONNECTIONDETALL I BELOW INSTALL SEE SEE CONNECTION DETAIL 2 BELOW OSTA 9+95.57, 4.50' RT INSTALL (j)STA. 11+85.22, 13.78' LT 1-8- 45' BEND (RJ) INSTALL CONCRETE BLOCKING PER DISTRICT 1-8- 22.5' BEND (RJ) STANDARD DETAIL NO. 1 CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL 140. 1 O9TA. 10+03.37, 3.29' LT INSTALL 10 STA 21+01.90. 8.50' RT 1-8- 45' BEND (RJ) 1-5 1/4" FIRE HYDRANT ASSEMBLY PER CONCRETE BLOCKING PER DISTRICT DISTRICT STANDARD DETAIL NO. 4 STANDARD DETAIL NO. 1 CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 OSTA. 10+74.52. 6.98' LT INSTALL: 11 STA. 24+43.26, 8.50' RT 1-8- 22.5' BEND (RJ) 1-8 45' BEND (RJ) CONCRETE BLOCKING PER DISTRICT CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 STANDARD DETAIL NO. 1 O STA 11+54.20, 6.74' LT ©SEA. 31+28.59, 23.07' RT INSTALL 1-8 45' BEND (RJ) 1-8- DI TEE (RJ) CONCRETE BLOCKING PER DISTRICT 2-8- GATE VALVES (RJ) STANDARD DETAIL NO. I CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 PHASE I INSTALL: OSTA 11+53.82, 18.25' RT I -TEMPORARY BLOW OFF INSTALL PHASE 2 1-8- 45' BEND (RJ) REMOVE: I -TEMPORARY BLOW OFF CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 STA. 31+28.75. 14.36' RT Q 76163.11 N: 19941.22 ©E: SEE CONNECTION DETAIL 3 BELOW 311.2 1-8" CAP 1-r BLOW OFF ASSEMBLY PER DISTRICT STANDARD NO. 11-1 O STA 11+84.77, 6.22' LT INSTAL: 1-8' DI TEE (RJ) 3-8- GATE VALVES (RJ) CONCRETE BLOCKING PER DISTRICT STANDARD DETAIL NO. 1 WATER PROFILE OF SUMPTER SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON a: � INE OR WINdfditb�� III© Eli o : r Ao ������ �711■■gym■, ,.' ■TILL!Ord wl -- --- ��� -- -noon miLZ7ii® 1n!■ ril■ Wm VIM lllm *m Alm ROAD A 1"=50' HORIZ. 1"-V VERT. TRACT B 1"=50' HORIZ, 1"=5' VERT. KEYNOTE: Q CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. Lrr[M CROSSNM QIE 120 SD•375.37 T/P 8' W373.11 QIE 18' SD•376.06 T/P 8' W373.51 ©IE 8' W=377.23 T/P 12' SD=375.50 ®IE 8' W=377.11 T/P 12" SD=375.56 ®IE 8' W377.12 T/P 8' SS•368.78 ®IE 8' W377.81 T/P 8' SS=368.57 QIE 18" SD=378.62 T/P 6' W=377.09 ©IE 12' SD•370.69 T/P 8' W369.17 QIE 12' EX SD•369.80 T/P 8- W368.80 *SEPARATION IS LESS THAN 15, REQUIRES GEOFOAM. 1/9IT u:T:1M CALL BEFORE YOU DIG 1-800-424-5555 dmoo -�n13 Ill cr) Q N i J J Q W¢3 V O W Iz w < ole 0 EL Lr) CO 8 o N rc m of KING COUNTY WATER DISTRICT NO. 90 Joshua Drummond 11/1/21 SIGNATURE DATE SUBJECT TO APPROVAL OF ALL PERMITS FROM AGENCIES HAVING JURISDICTION E IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT FIRE HYDRANT LOCATIONS AND ALL OTHER FIRE PROTECTION a RELATED APPURTENANCES SATISFY FIRE MARSHAL/FIRE DEPARTMENT REQUIREMENTS. tt G C0 t C n LA C W dM C 31. Q��! o� 01 N O v w mu rDY 19