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HomeMy WebLinkAboutWTR2703008.2O r r� ,o zQ0 \ y = 0 O 9 N � W 0 U W F M O O 0 Q Qi N J IZ O Z n 86 a) O � I ry z 0 n c W Q Q LIJ 1 W w Q i) a w W a L1_ 0 a 0 0 z z M ao N c ` p O iA I zm w p. cv a z �+ y 5! o aia vn d o tv �O a�, o � w�� a a zto= E z w� m� rn00 �N 0 0 0 a 0- � w _ 0� D N W i4a O Z 0 Y = U asW a Q o' o_ 0 a 0 o w x x o o m i = Z O V) W w w W w ry Of of J Q C� U of Qf W w D(nV) cif 0 a N V) r w w :2ofOf I©eBe; PORTION OF THE N.W. 1/47 OF THE S.E. 1/47 OF SEC. 19, TWN 23 N., RGE 05 E., W.M. CITY OF RENTON i FINISHED GRADE :LE,A.ory SCALE 1' = 20' / CUT INTO EXISTING 6" C.I.P MAIN 1-6"x6" TEE (FLxFL) W/ CONC. BLOCKING 3 X-d" GATE VALVES (FLxMJ) 2-6" SLEEVES (MJ) OR ADAPTORS (Cl TO DI) 1-6"x 8" INCREASER (MJxPE) -SEE CONNECTION DETAIL LEGEND (D FOUND MON IN CASE SANITARY SEWER MANHOLE CATCH BASIN STORM DRAIN MANHOLE UTILITY POLE GUY ANCHOR TELEPHONE RISER STREET SIGN WATER METER WATER VALVE WIRE FENCE WOOD FENCE CYCLONE FENCE STORM DRAIN PIPE SANITARY SEWER PIPE DATUM: CITY OF RENTON NO. 476, TOP OF 1 /2" IRON PIN IN CONCRETE MONUMENT CASE 15 FEET EAST OF CENTERLINE AT THE INTERSECTION OF SHATTUCK AVENUE AND SOUTH 15TH STREET. ELEVATION=132.857 INSTRUMENTATION: INSTRUMENT USED. 5 SECOND TOTAL STATION. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. O DAVIS AVE. S. 30 STA:0+01.18, 26.68' LT. CUT INTO EXISTING 6 C.I.P. MAIN 1-6"x6" TEE (FLxFL) 130 _Z6GATE W/ CONC. BLOCKING 3VALVES (FLxMJ) 2-6" SLEEVES (MJ) OR ADAPTORS (CI TO DI) 1-6"x 8" INCREASER (MJxPE) -SEE CONNECTION DETAIL MAINTAIN 36" MIN. COVER — i 120 0 CL 0+ 31, 19.791T. 1-11.25' BEND (MJxM,,) W/ THRUST BLOCKING DATUM ELEV 110.00 N lkn�4' cvAL �r- 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) FIRE HYDRANT LOCATION TO BE DETERMINED (OR WITHIN 300 FEET OF LOT 3 STRUCTURES) 1-$ ) N 1-8"x 6" TEE (MJxFL) 0-_j W/ CONC. BLOCKING 1-6" GATE VALVE (FLxMJ) om m Q 5'f 6" D.I. CL52 � .H � I FIRE HYD. ASSY W/ STORZ FITTING 3 v ^ 3 v PER C.O.R. STDS. 3 S 3 S 2'f 6" D.I. CL52 m m 1-8"x 8" VERTICAL CROSS 2 -SEE DETAIL AVI S AVE S . O L_ I 1+00 o N12°26'57"W �n 04 1 EX_ 8" SS i 1 I � � I N12°26-56'W ! 75- 00' U � z — 102.63' STA:0+88.60, 19.54' LT. 1- 1-8"x 6" TEE (MJxFL) W/ CONC. BLOCKING 1-6" GATE VALVE (FLxMJ) EX. GRADE @ ROAD C/L 5't 6" D.I. CL52 FIRE HYD. ASSY W/ STORZ FITTING PER C.O.R. STDS. 2't 6" D.I. CL52 1-8"x 8" VERTICAL CROSS - - -SEE DETAIL -------- _--- ---- Ex. 12" SD DAVIS ST. S. PROFILE HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=5' In 1� U O cfl N M U-) CV N C4 N N N EXPIRES 11/30/04 0+ 00 Call NOTE: before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE g• EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 1-800-424-5555 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. UTILITY LINES. IT'S COSTLY CALL BEFORE YOU DIG: 1-800-424-5555. wyw-sjo-Food 1+00 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL DATE trZ`i- a'3 BY W Vi tiu� DATE 12-11- to 3 BY DATE BY 2+00 NOTE 1. NEW FIRE HYDRANT SHALL BE CONSTRUCTED AT A MAXIMUM DISTANCE OF 300' FROM LOT 3 (ALONG ROAD). NEW WATER MAIN POLYPIG 1 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG -- ------------- ° A - °'. .. - • °- • ° . v VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJxFL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP AND 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING N.T.S. 6 �► C.1 . ING WATER LINE TESTING DETAIL r Wvls.3004902 NEW WATER LINE v SEE NOTES 8Ito 8►, VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP W/ 2" TAP & PLUG 1-(MJ) PLUG W/ 2" TAP & TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (la'iR7xFL) W/ CONC. BLOCK 4-GATE VALVES(FLxMJ) 6~ 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS ('D.i. -n C.1-311 1- PLUG (MJ) & TEMP. BLOW OFF TEMP BLOCK �..� ING WATER LINE NOTES: 6 I . CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL XISTING WATER LINE START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE NEW LINE TO THE EXISTING STUB WITH D.I. SLEEVE AND D.I. SPOOL FINAL CONNECTION DETAIL NEW WATER LINE SEE NOTES AFTER TESTING, CLEANING BY POYPIG, AND DISINFECTION, REMOVE TEMP. BLCOK AND �, �► BLOW -OFF & CONNECT WITH SLEEVE (MJ) X !S QEDaIt£R, �1'13>c PE, & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES WATER CONNECTION DETAIL 1 VALVE CUT —IN INSTALLATION EXISTING WATER LINE N.T.S. G:\Land Development R2 Projects\2000\2016-003\dwg\ENGINEERING\2016-003.dwg 12/23/2003 11: 28: 44 AM PST SCANNED MAR 2 9 .. �