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HomeMy WebLinkAboutWTR2703227.1NE 114 SEC. 19, T WP. 23 N. , RGE 5 E. w 0 O CU W J LL �W w V 12 Q z —J L w D o z n O I— z W cr IL d I N I J z Z i ~� W N t0 d' UN z U 3 o U C9 Q � Z N W 3Q N±�N Z LLJ Mm Z It _0 z� m N01.23'13"E 1100.36 EXISTING HYDRANT STA. 10+00 WET TAP CONNECTION: 1-8" TAPPING TEE (MJxFL) 1-8" TAPPING GATE VALVE (FLxMJ) 1-10" x 8" REDUCER (MJxPE) 4 1-10" VERTICAL CROSS (MJxFL) FOR POLYPIGGING �4.1 SEE CONNECTION DETAIL 1 1—THRUST BLOCK C4.1 74.34' I 6" FIRE SERVICE STA. 10+42.5, — — — — — — — — — — — — ASSEMBLY r FDC $;< PI V 1 1-10 "x6 TEE(FLxFL) DOMESTIC METER L 1N10" GATE VALVE(FLxMJ) 32LF 6' PIPE 1-10" FLxMJ ADAPTOR IRRIGATION METER 1-6" GATE VALVE(FLxMJ) 1-6" MJ PLUG, 32' LT. 1—THRUST BLOCK STA. 10+92, 35' RT. 1-10"x6" TEE(FLxFL) STA. 11 +45 1-10" FLxMJ ADAPTOR I 1-6" GATE VALVE(FLxMJ) 1 — 10" 45' BEND (MJ) STA. 11+35, 28' LT 1-6" MJ PLUG W/ THRUST BLOCK 1 1-1/2" WATER 1—THRUST BLOCK SERVICE AND METER 2 STA. 11�+93 �C4. 1 Uj U5 Z o I I 1— 10 45' BEND (MJ) ~' a „'��� RAT N 14 W/ THRUST BLOCK z U E ISTI G 9, 3"iE_MI STA. 12+01 — 1-10" 45' BEND (MJ) W/THRUST BLOCK STA. 12+05 252.50' ^ STA. 12+25, 16' RTMETER & INSTALL 1-1/2" I ENTON VILLAGE TER N 0 4 1 — FIRE HYDRANT ASSEMBLY PREVENTION DEVIL N00.31'47"W CONNECTION POI ui r Z x n C4.0 z Z � Z w `� COMMON LANDSCA STA. to+oo i$' a � _ 0 STA. 12+21, 16' RT ���0D� < s w SEE WELLS FARGO PLANS 14 b � " 1t °�'j � 15' WIDE CITY OF RENTON ^� ?15 .r7F `"I ! `- I WATER EASEMENT TYP. / RENTON VILLAGE WATER ( ) \ d CONNECTION POINT STA. 15+81 —� W :`I •N O SCALE 30 0 15 30 60 ( FEET ) -1 INCH = 30 FT 1-12"X8" TAPPING TEE (MJXFL) 1 N8" TAPPING GATE VALVE (FLXMJ CUT IN 1— THRUST BLOCK 1-8" GATE VALVE (MJ) SEE CONNECTION DETAIL 4 2-8 SLEEVES (MJ) C4.1 1 N8" 90' BEND (MJ) 1—THRUST BLOCK INSTALL NEW 8" WATER UNDER EXISTING 8" WATER k >c / x i CUT AND CAP 1-8" PLUG (MJ) x 1NTHRUST BLOCK x 'xXX xxxxx�xxXxxxxxxxxxxxxxxxx 15' I--- EXISTING 8" MAIN THROUGH PROPOSED STORM / 1fi�� VAULT TO BE REMOVED WHERE INDICATED LEASE PAN EL k f RRIGATION r � Mom- I 0W �, 26.b(j oo ;� CE FOR Pf�(�P�SE� �I�ILQIN�I II PING TYPE 5 / m C:, — �PF?II�Jk N S/ I L NIt Noo•31'47"w z LO 1 CAUTION! PIPE CROSSING 2 Z STA. 12+94.5 I STA. 14+99, 20 LT _ C4.1 1 — 1-1 /2" WA TER 51.12 IE=221D (12 SD) I SERVICE AND METER 41 TE=18.97 (10" W) RENTON LLA-001-88 427.00' r NW CORNER LOT "C" , 23LF 1O"� PIPE STA. 13+04, 14' RT HARDIE AVE. S.W. 53 53 OZ�Z z U W 1 w z j ZO U NOTE: SURVEY INFORMATION PROVIDED BY HARSTAD CONSULTANTS HORIZONTAL CONTROL DETAIL N.T.S. EXPIRES: 08/28/05 dN .. Gq INY.B'N 14.E tin o w N u. a i� (W N M iO JUj N t w u W J o go w 3�n tw '00< Z U 4 Uc~no SEE WELLS FARGO PLANS SI T= I o STA. 15+ 18.5, 18.5' LT N ! STA. 14+79 1 - FIRE HYDRANT ASSEMBLY A�qo 1-10" x 6" TEE (FLxFL) 55LF 10"!� PIPE STA. 13+20 1-10 GATE VALVE (FLxMJ) STA. 15+61.51 o 1-10" FLxMJ,�AD•APTOR — — CUT —IN CONNECTION: qp 1-10 TEE (FLxFL) 1-10" GATE VALVE (FLxMJ) — — — — — ti -- — 1—THRUST BLOCK 1 N8" TEE (FLxFL) F� 1-10 BLIND FLANGE WITH 2 � 1-6" GATE VALVE (FLxMJ) 3-8" GATE VALVES (FLxMJ) THREADED OPENING (FOR BLOW —OFF) 1-6" MJ PLUG, 23' LT / �i 2-8" SLEEVES (MJ) W/THRUST BLOCK , �` 1-10" x 8" REDUCER (MJxPE) 2— THRUST BLOCKS 4 THRUST 1-10 VERTICAL CROSS (MJxFL) FOR POLYPIGGING. MJxFL ADAPTOR C4.1 STA. 13+20, 14' RT / 1—THRUST BLOCK LAKE AVE. S. 3 1 - 2" BLOW —OFF SEE CONNECTION DETAIL C4.0 ASSEMBLY i 3 W.32Z1o7 3350 Monte Villa Parkway Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 whpacific. corn Planners " Engineers • Surveyors " Landscape Architects i i NOTE: IRRIGATION NOTE: 10 ALL WATER PIPE SHALL BE DUCTILE IRON, CLASS 52. A DESIGN —BUILD UNDERGROUND AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL NEW LANDSCAPED AREAS. O ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH DESIGN —BUILD SPECIFICATIONS SHALL BE PROVIDED BY W&H PACIFIC. RESTORATION AND STREET OVERLAY DETAIL. RECORD DRAWING NOTE. ® FOR PROPOSED STORM DRAINAGE SYSTEM, SEE PLANS PREPARED BY W&H PACIFIC, INC. ® FURTHER REVIEW OF FIRE SPRINKLER ROOM LOCATIONS IS REQUIRED BY TENANTS. 1 PER CITY REVIEW COMMENTS CAW 8/5/05 SURVEYED: 2 RECORD DRAWING HCS 02/08/07 JMTE DESIGNED: WG DRAWN: WG CHECKED: JDD NO. REVISION BY DATE APPR APPROVED STA. 14+85.5 1-10" 45' BEND (MJ) W/ THRUST BLOCK RENTON LLA-001-88 NW CORNER LOT "C" RECORD DRAWING PREPARED BY W&H PACIFIC BASED ON SURVEY BY W&H PACIFIC SCALE: VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 CITY OF RENTON LONE ONE DATUM AT T FULL SCALES Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY �!��D � = ag- +� •3Z27 0 7 Checked for Compliance to City Standards DATE: RENTON VILLAGE 02/12/07 FlElDB00K: RVA CENTER, LLC. PAGE. WATER IMPROVEMENTS DRAWING NO: WATERPLAN SHEET: T: 2 OF: SEREMENN