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HomeMy WebLinkAboutR-417879Go T 7 s \\ � ysi 0 w H Q � LLI J O N s, (n o as ' a. 1 In I O EXISTING 12" DI INI WM (565 ZONE) T a NET rNN.In N A CL 1 -- F_ ° pm a 2 9�" T'P00 1 W F N EXISTING 12"x6" TEE _ (MJxFL) WITH 12" PLUG ' AND THRUST BLOCKING.% s N\I o: y02p0 12°9 BEs�ZONE) s 2 °Oyu 6 r. o�13 L�,o 0 0`<02 I SHOWN —N w- NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. —so—PPo�PT'^ . 5D� _ - FUTURE 12° 'NM_ �c' �c <^1 m° EXISTING 12" - - 9H' v °a ( ) ypro `s •_ (565 ZONE) '�'� '''' - - - �, % ���: EXISTING 16 [ WM 565 ZONE �_ ��� Fom Zo�Tv m° � 11 A aw%_ <,�'- s \'i ,a WM (565 ZON c q�m+ \ 9yvPse -TO 12 _ WM TO _ - - 33+00- s \ v +o p N TON Yo \\\ ,,, EXISTING bA - -- - - �T EXI NG 13 Wi'(565 ZONE) '�o+oo - RRI 50 # \ WM (565 ° w s. �� ZmFy A 2�i , -' .n 2�'� P HIos tea' ti° "' °oa��• . A..�S o s _ — �' I 1.5ROW � - 1 DEDICATION \ EXIST 8° W (435 ZONE) TO HYDRANT BE REPLACED WITH NEW EXISTING HYDRANT TO FUTURE BLOCK C >E 12"W (565 ZONE) WHEN BE REMOVED, HYDRANT s \ TRACT D IS REDEVELOPED SEE SHEET C6.15 3 `F CHI so 3 � II FUTURE BLOCK D UGHT POLE AND BASE (TYP.) N 3 HYDRANT HYDRANT HYDRANT HYDRANT HE fit A �w— ss ® ®® r In MIXED USE BUILDING A FDC 6° FIRE SERIII VICE -~ r��� SANITARY SEWS cis COMMERCIAL ON MECHANICAL ROOM MIXED -USE BUILDING A WATER SERVICE - 4" DOMESTIC AND SANITARY SEWER CONNECTION COMMERCIAL WATER SERVICES MIXED -USE BUILDING B - SANITARY SEWER CONNECTION 4" DOMESTIC WATER SERVICE MIXED -USE BUILDING B z 5 MIXED USE FIRE HYDRANT - SANITARY SEWER CONNECTION MIXED USE , B U I L D N G A MECHANICAL ROOM - - BUILDING B SANITARY SEWER MIXED—USECONNECTIDN 6 "' SANITARY SEWER BUILDING 8 MIXED(CONNECTION NG A6° FIRES FDCCE : 6 IS u L r I � EXISTING WATER LINE EXISTING 12' DI S TO BE REMOVED �so.,� se ��,.� WM (565 ZONE) nD HY AN r rYfs NOTES: Oi CONNECT TO EXISTING WATER MAIN. O2 CONNECT TO EXISTING SEWER MAIN. O3 CAP SEWER AND WATER UTILITIES FOR FUTURE EXTENSION 4. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 5. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER FITTINGS PER COR STD PLANS 330.2 AND 330.3 6. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT SEPARATION. 7. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. 8. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. ��n, l LEGEND PROPERTY UNE — - - — RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW C SEWER STUB Call 811 Obefore tw0 business days you dlg N0. .;� I >E i/ rJI _ o n — —— � -i>� } 1 s�-�s � T�'m.r NE SUNSET BOULEVNRD In-1� SD so D • — c s ' s 7 J C6.17 RANT a° o :T d Ws'� 6.'�g P,iv °`Eb Co2JsO°iS� �P °S2 `1a�° 0 0o s o °,� m "s S s,00 o assv .° Aso Cs oyn fir 'P 2oN inW p � a gOooZ°�so�F� coin,%', -+ems Poi�o.p `1�s s ao o✓ ° ai^ sss � ors ✓� mo{ J''�� � o � �s g °✓ o �s�^i `'s d"s9°-o°$ p '� �ii�C` ✓os � `'CC �os� B �y ✓ loss` �� ss� ✓� �JI. CNIL CONSTRUCTION PERMR CIVIL CONSTRUCTION PERMR RESUBM17AL REVISION w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT [ MECHANICAL JOINT / CAP FIRE LINE —fs— BLOW OFF sD STORM LINE BY I DATE I APPR Y 3 lq3ff 'QR�e4 gay 16015th Avenue, Suite 1600 0 25 50 100 °�'rACISTeR�`{4� Seattle, WA 98101 93(ONAL W6c, 2N.622.51II 1 inch = 50 feet 3/11/2022 www.kpff.cem M,. AS NOTED RIZONLLL "'°'°"n°°' CITY OF ' FENTON DATUM Planning/Building/Public Works Dept. IF HOI ONE INCH EXISTING 10" Cl /' !\ WM (565 ZONE) y r qV J S-417803 W-417803 R-417879 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 O JStowell 04/04/2022 01 WATER UTILITY agafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD ° ® "' RENTON, WA 98056 �C6.02 WATER AND SEWER PLAN OVERVIEW C, 79 43 A M M M O O O II M00 LL a