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HomeMy WebLinkAboutWTR2703014.3N � O 0l_ 0 I 15 p �- o Z U o o w0 o w z E I a o W O z o Iy QQ z Q z Q Lu ryI z V) IY n o m Qry U � rn Li o m �o� o ZzE � a Q U� �Z 0 0 a o 0 0 > 3 U K w x a o o � a C4 C4 U LLJ IY oW X III m z 0 rn w s EXISTING SHUR-GUARD I I RESTOREDETAIL SECTION MINI-STORAGE GOLD STREAM CASINO J I � 4 SECTION 30 TOWNSHIP 23 N. RANGE 5E. W.M. INSTALL 5r STORZ FlTTING ON EXISTING FIRE HYDRANT CITY OF RENTON, KING COUNTY, WASHINGTON 15.00' WIDE WATER 10.00 j , , , EASEMENT TYPICAL 1 .. > ... >I'll7.50 S89' 19'38"E F . . ___T_F� 1+0 w 227 1 $r DIP L—L I � _ I i Q I +> I _ N N I I N j Cot) I 3 1 DMH ❑_ CBS �\ y i 3 I a� I I of G #8 ;q EXISTING NENUEL'S INN MU I EL I I D 1 I L('R,�Z ^7 oRpYN G TO INFORMATION PROVIt)ED 6Y THE CONTRAC,TORj SITE GRADES AIVo STRUGTURE /'1GC. R FORMMLY RArS>E.D BY APQRox-IMATELY 0.7S; HMS bIoER E UNI 11145 VIM 25 o� __- 20 f— DATUM ELEV 10 10.00 o �� N cN cV 0+00 (1) 8" 45' VERTICAL BEND MJxMJ NI PROM E F r Co HORI . 1r=5' VERT. SCALE:1"=20' Lu C Z W FILL AND COMPACT PRISM TO ENTIRE PARK ADE BEFORE EXCAVATING NG LOT �- Lu 1Cc SUBG _ _ C=.i FOR INSTALLATION OF WATER LINE. Lu OC Lu co (1) 8" 4 5' VERTICAL BEND MJxMJ (1) VERTICAL PER CIT CONCRETE STANDARD DETIAIL LOCKING B085 (1) VERTICAL CONCRETE BLOCKING PER CITY STANDARD DETAI B085 & B086 & 8086 =EXISTING GRADE 1 — — — -NEW WAiR LINE T - — NE"VV Eff LINE- 104LF 8 DIP I' NE N WATER LINE 1 27 LF 8" DIP NEW WATER LINO 5LF 8" DIP 1 1 8 45' VERTICAL BEND (MJ MJ (1) V RTICAL C ING (1) " 45' VERTICAL END MJxMJ PER ITY STANDARD DETAIL B085 & B086 (1) VERTICAL CONCRETE BLOCKING PER NEW WATER LINE - CITY STANDARD DETAIL B085 - 1 20 LF "DIP � .III _ & B086 I I No o 4 Sri o Ki N N N N N N N 1 +00 2+00 GRAPHIC SCALE 20 0 10 20 40 WATER KEY NOTES ON 12279.67 E 9807.30 (1) 12"x8" TAPPING TEE (MJxFL) (1) 8" TAPPING GATE VALVE CONCRETE THRUST BLOCKING, SEE 2 WATER CONNECTION DETAIL C4.2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING 12" WATER MAIN PRIOR TO CONSTRUCTION. ® N 12276.99 E 10034.66 (1) 8"X6" TEE (MJxFL) (1) 8" GATE VALVE (MJxMJ) (1) 6" GATE VALVE (FLxMJ) (1) FIRE HYDRANT ASSEMBLY W/CONCRETE THRUST BLOCKING. O3 CONNECT TO EXISTING 8" DIP WATER (1) 8" DIP SPOOL (LENGTH AS REQUIRED) (PE) (1) 8" SOLID SLEEVE (LONG PATTERNS SLEEVE), SHACKLED THRUST BLOCKING (AS REQUIRED) 2 SEE WATER CONNECTION PER DETAIL C4.4 ® NEW WATER 2" METER PER CITY OF RENTON STANDARDS AND SPECS. METER BOX RIM EL=25.50t ® CONTRACTOR SHALL PROVIDE NEW 6" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SPRINKLER SYSTEM IN 1 CONCRETE VAULT PER DETAIL C4.2 © (1) NEW 1" IRRIGATION WATER METER (1) DOUBLE CHECK VALVE ASSEMBLY (SEE LANDSCAPING PLANS) RECORD NOTE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT, THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. GENERAL NOTES ( IN FEET ) 1 inch = 20 ft. 80 \ti 6LSTRUCTURAL SAC `~wAHBL E� s LAND PLANNERS CITY OF RENTON CONTROL POINTS ADODDS: 80A DESC: FOUND A CONCRETE MONUMENT IN A MONUMENT CASE AT THE INTERSECTION OF SUNSET BLVD. S.E. AND DUVALL AVENUE S.E. MON: CONCRETE MON IN CASE COORDINATES: 93-1983 M. NORTHING: 57084.7896 EASTING: 40322.536 ELEVATION: 1988 M: 124.779 QDODDS: 63A DESC: FOUND A 2-INCH FLAT DISC WITH NO PUNCH MARK ON A 4"x4" CONCRETE POST MONUMENT DOWN 0.4' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF N.E. 20TH PLACE AND DUVALL AVENUE N.E. THIS MARK IS AN ALTERNATE TO THE CENTER OF 3-23-5E MON: 2" BRASS DISC W/NO PUNCH ON CONIC MON, IN CASE, DN.0.4' COORDINATES: 94-1983 M. NORTHING: 57513.0773 EASTING: 400359.4485 ELEVATION: 1988 M: 129.971 BENCHMARK LEGAL DESCRIPTION LOT 3 AS DELINEATED ON CITY OF RENTON SHORT PLAT NO. 014-81, RECORDED UNDER KING COUNTY RECORDING NO. 8105209001, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH REANGE 5 EAST. W.M. IN KING COUNTY WASHINGTON BASIS OF BEARINGS BETWEEN THE FOUND MONUMENTS LOCATED ON THE DATUM OF THE EAST VALLEY HIGHWAY ON A BEARING OF S 01'51'19" E (PER SHORT PLAT BASIS OF BEARINGS) AS SHOWN VERTICAL DATUM NAVD 1988, PER CITY OF RENTON SURVEY CONTROL NETWORK SITE BENCHMARK PK NAIL IN SEAM OF CONCRETE SIDEWALK; 5.2' EAST OF EXISTING CATCH BASIN ELEV=22.71 _w 1. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE NOTED. SEE MECHANICAL PLANS FOR HORIZONTAL AND VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING. 2. SEE BEDDING AND BACKFILL DETAIL C21 SEE DETAIL C4 2 FOR BEDDING AND BACKFILL PIPE IN TRENCHES FOR FLEXIBLE PAVEMENT RESTORATION. 3. SEE CIVIL SHEETS C4.2-C4.4, FOR NOTES AND DETAILS. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS FROM THAT SHOWN ON THE PLAN. 5. SEE SHEET C4.3 FOR FIRE SPRINKLER NOTE AND FIRE PROTECTION NOTE. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 301405 WA SxG9 �� REUSE OF DOCUMENTS THIS DOCUW31T HAS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE WITH WAC 196-23-070 AND CHAPTER 19.34 ROW. UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT MILL INVALIDATE THE DOCUMENT MY CERTIFlCATION AND SIGNATURE. I Q z z Q o:� 0 0 ��000 WZ VJ >�r. Q Q x _j0� a0 mOU W Z Q J � oz z cY) 0 0 Q U 0 J J_ U- 0 � z Q U 0 Z Q Q w Q E- IL 0 w Q 0 0 Q �w � Z � QCtf UJ O � 0- /�W V 23467 w W Off, ISTBV� ssIONAL �� LLJ 7130 01 _J Z ; EXPIRES 8 / 27 / m3 ! , _ — >� yuw �N THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN O INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AHBL AND IS NOT TO BE USED, IN WHOLE O OR IN PART, FOR ANY OTHER PR0,ECT WITHOUT THE WRITTEN AUTHORIZATION OF AHBL 0 Cq RECOMMENDED CHECKED FOR COMPLIANCE CITY OF RENTON 0 FOR APA TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS N Y Cl,/7�ll,-7,131`/ DATE O BY �r. , y�206 DATE WATER PLAN & PROFILE C4.0 z I DATE m 1 REVISION PER CITY COMMENTS WJF 6-28-02 DESIGNED: WJF DATE: FILE NAME: 0 04-02-2002 202040-c40 2 2ND REVISIONS PER CITY COMMENTS WJF 7-30-02 DRAWN: JEA CHECKED: DSG SCALE: 1" = 20' FIELD BOOK:- PAOEa_ M NO. REVISION T;y APPR. DATE APPROVED: SHEET: 10 OF: 14 L—LJ aaiecTale aF ru>tucs Qc vae SCANNED MAR 28 2003,413, FILENAME, Ri \C\2002\202040\202040-C40. DWG Eu SEpUP;ATED, JUN 25 2002 16, 11, 56 3 200Z a �d > o r7> a O> � O