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HomeMy WebLinkAboutR-428104NOTES TM W I N rr i 0 06 2 O Z LU V a CU U a n TM W I LU I 0 0 U I r 1 z w _ 0 / 0 0 Q 0 Y Q Q 0 0 N 0 N I O 0 0 0 N Z CL N Il a- II m�InNN UCWW I I I I I I I I I I I I I I I I I I I �3 I I I EXISTING 1.5" IRRIGATION AND 2" DOMESTIC WATER SERVICE LINES EXISTING 10" GATE VALVE ` 10" GATE VALVE (MJXMJ) N=182433.15 "SLEEVE(MJ) > E=1303515.40 N=182433.10 \� v E=1303519.51r WI --- ---- - r� � 4 LF 10" DIP ri ::- :-- ds- 1-10" X 45 DEGREE BEND (MJ) WITH ! ::i 9 LF 10 DIP W 2 CONCRETE BLOCKING �- - -` N-182433.26 E=1303506.65 10 LF 10" DIP - O CL co o� 00 �o EXISTING WATER MAIN TO BE ABANDONED _ ffS- - Qs-= I as as CS Cs as as (IS as - '- as \�` 2 1-10" X 45 DEGREE - � OS o BEND (MJ) WITH C-4.20 U' CONCRETE BLOCKING N=182426.29 1.1 x 45° VERTICAL BEND MJ WITH ( � E=1303499.50 O ( ) w 6 CONCRETE BLOCKING II o- � N=182310.53 ����¢Q�z J Sw E=1303498.06 eQw- .N�m r,II II dII- 0II zzxx w� 22II N�II N�II �NII �NII N � " 0 45° VERTICAL BEND (MJ) WITH N N '�N CONCRETE BLOCKING 45VERTICAL BEND (MJ) WITH a j U CONCRETE BLOCKING N=182288.53 6 � �� N=182307.53 E=1303497.77 U Q z U > II II C-4.21 E=1303498.01 oN fix- N�IW�uW �� V) �� I w - O� co x ww� a �- II (nn�> II CS- � `� w a� ��(n do �d Q II s� z 45° VERTICAL BEND (MJ) WITH N t o� LO x / Q 9 = z CONCRETE BLOCKING � d N N CN �� m N o > o Co o N=182291.53 II II II II 0) � z o o E=1303497.82 ca w w x X X X X X II Q a II U� o �zv Ld CL U U U CL- a_ CLCL U rUj N �jj 00 w W W Co W W W WATER MAIN PROFILE 10" SLEEVES (MJ) N=182081.65 E=1303679.65 NEW 10" GATE VALVE (MJXMJ) N=182081.71 E=1303677.40 UTILITY TRENCH 10" SLEEVES (MJ) N=182081.72 E=1303675.16 ���1n"X1n" �I FFVF (M.I) I I L[� 00 co II II II W �(n Qp O�_ LL- Y W W Q U E SURVEYED: SCALE: xxx 1 »=20' HGRIZOML N D 1983/1991 • DESIGNED: I Call 811DROWN: SAG N two business days ONE INCH before you dig o 10 20 40 • a 02 PERMIT CORRECTION 02 0Rv 5/2a/2o2a PK HS/SAG 01 PERMIT CORRECTION 01 DRv 11/30/2023 PK CHECKED: AT FULL DATUM N DRV IF Nar ONE�INCH 1 inch = 20 feet NO. REVISION BY DATE APPR APp SCALE ACCORDINGLY a PKS i 1. CONNECTION TO EXISTING WATER MAIN PER CITY OF RENTON STD DETAIL 300.4 2. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUG SERIES 1100 OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING. 3. ALL CONNECTION TO EXISTING WATER MAIN SHALL BE CONDUCTED BY CITY FORCES. 4. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES. CONTRACTOR NOT ALLOWED TO OPERATE VALVES. LEGEND Ncc W W II II II II �zz.. CLCLCL 00 W w W m000)0)00 UO)COM- V N 0i 00 N n W CL U U (J CL U N N W ww- 27 LF 10" DIP • . � - I Xz U _ 1-10"X10"X10" TEE (MJXFL) I 1-10" GATE VALVE (FLXMJ) CONCRETE BLOCKING 1-10 X8 REDUCER (MJXMJ) 1-8" SLEEVE (MJXMJ) 4 N=182085.38 E=1303495.24 �.21 II II II II � CE II 0- CL N 00 N W W W N w 00 � Co �o00ca ��nn W Or z 0 o: 00 00w W m O 00 O \l O K I< U���i- II II II CITY OF RENTON Planning/Building/Public Works Dept. u ►I r, mm 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com APPROXIMATE LIMIT OF WORK WATER MAIN COUPLING. CONNECTION TO 3 EXISTING WATER MAIN PER CITY C-4.20 OF RENTON STD DETAIL 300.4 TAPPING TEE. CONNECTION TO 4 EXISTING WATER MAIN PER CITY C-4.20 OF RENTON STD DETAIL 300.5 SH 1 STSO����4 SSIONAL SSG 05/24/2024 O T O N W, u 1- M H H CM Q J e R-428104 W-428104 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 06 IIr WATER UTILITY DEVELOPMENT ENGINEERING ABDOUL GAFOUR 07/16/2024 yqi 07/01 /2024 • I..L O Z LU PACCAR-KENWORTH R&D DA5/24/2024 Y R&D BUILDING OFFICE REMODEL FIELDSOOK: PAGE: Q DRAWING NO UTILITY PLAN C-4.00 C) SHEET: OF: 04 07 0-