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HomeMy WebLinkAboutWWP2703471.20 W X LLJ J Q Z F- U w O xz O z W CC V � w w N o 1 w a a LEGEND ►� PROPOSED GATE VALVE I TEE (FL) ADAPTER (FL X MJ) CONCRETE BLOCKING BEND (MJ) W/BLOCKING �[ SLEEVE (MJ) OR FLEX COUPLING PROPOSED WATER MAIN -W EXISTING WATER MAIN �► PROPOSED FIRE HYDRANT ASSY. EXISTING FIRE HYDRANT ASSY. --� EXISTING WATER METER —SS--- SS- SEWER MAIN ASPHALT RESTORATION MATCH EXISTING SECTION O EXISTING MANHOLE CATCH BASIN -ST- ST- EXISTING STORM --m PROPOSED WATER METER EXISTING IMPERVIOUSE AREA ROAD PATCH AREA (GRAVEL) SIN SAW CUT 4' TRENCH REPLACE ASPHALT AND PAVEMENT MATCH EXISTING PAVEMENT SECTION U2 6' TEST TEE WITH PLUG FACE UP (TYP.) (3 24 PVC SIDE SEWER RUBER GASKETED, ASTM 3034 @ 13,20% ® 24 PVC SIDE SEWER RUBER GASKETED, ASTM 3034 @ 16.927 (5 6' SURFACE CLEANOUT WYE (TYP,) © 4' DI �7 SAW CUT 4' TRENCH REPLACE ASPHALT AND PAVEMENT MATCH EXISTING PAVEMENT SECTION 16'X16'X8' WET TAPPING TEE (MJXFL) 8' TAPPING GATE VALVE (FLXMJ) L CONNECTION BY CITY FORCES STAi 11+85.07 NOTE: BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO E3RA BY GEODATUM SS AND OBSERVATIONS MADE IN THE FIELD. THE INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD SURVEY BY E3RA. ALL DETAILS CAN BE FOUND ON CITY OF RENTON WEBSITE STANDARD DETAILS, SEE SHEETS 4 AND 5 FOR NOTES. SEE SHEETS 9 AND 10 FOR DETAILS THIS PLAN SUPERSEDES ALL PREVIOUS PLANS ALL UTILITY SHALL BE POTHOLED AND VERIFIED BY CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. SHOULD CONFLICTS EXIST THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY. Call 2 Working Days Before You Dig 1- 800- 424- 5555 Utilities Underground Location Center _ _-- _ v SER WAY 5 O � 17,7 , Y= ;>. -� IV o CD B4ASS DI W/PUNCH IN 3'x3" CONC z POST IN ASE STA, 11+20 u,R.rR 111 s-270+40 NORTHING; 53756,917 IEASTING, 395980.70 STAt 10+00 FiJt30 S88`46'16"E 316.07' (BASIS OF BEARING) FOUND 1 1 /2" BRASS DISK S. 6 t h STREET W/PUNCH IN 3%3" CONC POST IN CASE (C.O.R. PT #1898) NORTHING: 53756.917 +20 EASTING: 395983.750 I i 0±i0 I EXISTING FIRE HYDRANT 0+00 XISTING FIRE HYDRANT iGM ; a., PlI01pC 1 {'`' Uatcr it iv 3/� I I SSMH } RIM=27.91 V1 IE=2 3.40 8" S - - - I 6' CI SADDLE IE, 20.49 1-8' VERTICAL CROSS I (FOR POLYPIGGING) I 2-8' BLIND FLANGE W/2' TAP AND 2' PLUG 1-8' PLUG (MJ) 2� ' PERMANENT BLOW —OFF ASSEMBLY — — SEE DETAIL B114 AND B105 SHEETS SHEET 10 STAt 13+25.07R NORTHING, 53842.59 EASTINGi 396024.66 a> IE=1 T:79 8" v IE=17.79 X �\ W I � I � 10 0 10 20 immormi SITE ADDRESS: a 530 SHATTUCK AVE S SCALE IN FEET 13 �I RENT❑N, WA 98057 NOTE: SEE SHEET S-1 SURVEY BY GE❑DATUM INC. FOR VERTICAL AND H❑RIZONTAL CONTROLS, ALL TRENCH RESTORATI❑N SHALL BE PER THE CURRENT CITY OF RENT❑N TRENCH RESTORATION AND STREET OVERLAY DETAIL, SW 1/4, SE 1/4, SEC 18, TWN 23N, RGE 5E, W.M, CHECKED FOR COMPLIANCE TO CITY STANDARDS 6111� 6dlnDate 4-� Date 9 YZ09 Date cfWdl? E3RA PROJECT: Renton Triplexes No, Date Revision BY Inc. ��i5 E• Bar Renton, WA 1 5/5/08 RESPONSE TO CITY COMMENTS CRL 9802 29th Ave. W. ��y�°�� G'A �SH rTITL Water, Side Sewer, and Fire Plan 2 6/15/08 RESPONSE TO CITY COMMENTS CRL Suite B102 Everett, WA 98204 -; 3 7/17/08 RESPONSE FIRE COMMENTS CRL 425-356-3372 ; �o j DESIGNER: CRL JOB NO: T07250 4 8/7/08 RESPONSE CITY COMMENTS CRL 425-356-3374 f ,f SSroNaL �� `'� : PR,, . N BY: CRL SCALE: 1" = 10' www.e3ra.com EXPIRES 03 10 �.¢ CHECKED BY: RCE SHEET: 4 '�'y DATE: 6/15/08 FILE: ph, ent.dwg fib', I, - ' � `� � C ; s -3 4? l am