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HomeMy WebLinkAboutW-387501w w Q z z U w w z a a __J I— w (n z (n •• _ I� e FE • frill 8 LF 12" DI I��'�•�.' i••' •�•i' ff W W/THRUST NW 1/ SEC 9, T 23 N, R 5 E, W.M. W .57 21.50' LT BEND MJxMJ o BLOCK g STA 12+21 1-12" END W/THRUST R/W F — 50 LF 12" Dl-,ss, � � I — BEGIN PROJECT SS SS SS ! SS S-LINE STA 10+00 ° / 32 LF 12" DI v�{I O TSL2+7 R 600' RT5N R/W MJ1-0 12 4 4 _....0 W/THRUST BLOCK I STA 1S STA 25+02.37 3.55' RT I W W 20 LF 12" DI 1 72 LF 12" DI O �I 1-12 22 1 2' BEND MJ_ S m W/THRUST BLOCK O G STA 12+21.50 MATCH LINE STA 24+75, 1-12"x12 GATE VI SEE DWG WP4 GENERAL NOTES 1. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 2. ALL MJ FITTINGS AND VALVES SHALL HAVE MEGALUGS (OR APPROVED EQUAL) RETAINER GLANDS IN ADDITION TO CONCRETE BLOCKING. CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91, UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 UEKG of As F 0 om O \ 49442 E O �F�SLNNA ENG�21t21t9 No. _SS 75 LF 12" DI WATER LINE NOTES QFIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1. QCAP AND ABANDON EXISTING WATER MAIN. A3 VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CITY OF RENTON STD PLAN 300.6. ANOT USED. A5 INSTALL 1" WATER SERVICE PER CDR STANDARD PLAN 320.1 AND 1" PRESSURE REDUCING VALVE IN METER BOX PER COR STD PLAN NO. 340.5. RECONNECT TO EXISTING PRIVATE WATER SERVICE LINE. A. 2" BLOW —OFF PERMANENT ASSEMBLY PER CITY OF RENTON STD PLAN 340.1. ACONNECT TO 12" EXISTING WATER MAIN PER CITY OF RENTON STD PLAN 300.5. RELOCATE EXISTING 4" POST INDICATOR VALVE AND 1' DCVA AND RESET 8 EXISTING HYDRANT. CITY OF RENTON TO RELOCATE 1.5" DOMESTIC WATER METER AND 1" LANDSCAPE METER. QPROTECT EXISTING HYDRANT. INSTALL 1" WATER SERVICE PER CDR STANDARD PLAN 320.1. RECONNECT TO 10 EXISTING PRIVATE WATER SERVICE LINE. 1-1/2" WATER SERVICE, 1-1/2" DCVA FOR IRRIGATION PER CITY OF RENTON 11 STD PLAN 320.2 AND 1-1/2" PRESSURE REDUCING VALVE IN METER BOX PER CDR STD PLAN NO. 340.5 SEE SHEETS IR1—IR6 FOR IRRIGATION PLANS AND CONNECTION DETAILS. INSTALL 12 SHACKLEVALVE DEAD—MAN BLOCK BENDS AND HYDRANTTE TO BLOC CSTID DR ON 12" WATER. A SHACKLE RECORD D RAWI N G TEMPORARY 12" PLUG (MJ) W/THRUST BLOCK ON NEW 12" WATER. FINAL THIS RECORD DRAWING WAS PREPARED USING 13 CONNECTION TO BE MADE AFTER COMPLETION OF 12" WATER LINE IN NE 10TH INFORMATION PROVIDED TO CONSULTANT AND STREET. CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. INSTALL DEAD —MAN BLOCK PER CDR STD PLAN NO. 330.4 ON EXISTING 12" THE INFORMATION WAS NOT INDEPENDENTLY FIELD 14 WATER AND SHACKLE EXISTING NORTH 12" VALVE TO BLOCK BEFORE VERIFIED. THE CONSULTANT DOES NOT WARRANT OR INSTALLATION OF NEW 12" WATER MAIN IN NE 10TH STREET AND BEFORE FINAL GUARANTEE THE ACCURACY OR COMPLETENESS OF THE CONNECTION TO EXISTING 12' WATER MAIN. INFORMATION SHOWN. 6V JAIN 1 "=20 — CITY OF nxn' �J. BEAN �� DATUM RENTON D. DEKOEKKOEK Planning/Building/Public Works Dept. REVISION BY DATE APPR PA P DE aoLoT sc.���aan"sr KEY MAP LEGEND W WATER LINE PIPE SS SANITARY SEWER PIPE SD STORM DRAIN PIPE — — W — — WATER LINE PIPE (EXISTING) — —SS— — SANITARY SEWER PIPE (EXISTING) — —SD— — STORM DRAIN PIPE (EXISTING) PIPE REMOVAL Qi WATER LINE NOTE ❑� CATCH BASIN TYPE 1 ® CATCH BASIN TYPE 2 WITH GRATE �O CATCH BASIN TYPE 2 WITH SOLID LID BIORETENTION FILTRATION UNIT ® SANITARY SEWER MANHOLE FIRE HYDRANT N GATE VALVE I--[ T-1 BEND 134 TEE ► THRUST BLOCK ❑ REDUCER CAP PLUG DEAD —MAN BLOCK ",40 SCALE 20 0 20 40 FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS WATER PLAN �B0/2016 WP1 s.Uff °l 51 9,