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HomeMy WebLinkAboutWTR2703007.20 n w 0 U N 0 0 0 N 0 z m 0 0 0 0 z a U In 0 a w a 0 0 a w x x N 0 0 ID (V w a z W U_ V) O - N O In o \ j� o _D Z �} g 9 � (9 .- 3 W J � O Q ry n � z O _ n ry w (� Q U w zcf) LL O �_ N K Q (n O L V�CQ aN 0 0 oz0 �P� OR i 1V >� ash, _r a O�w _ W co o a V2 w� n W a a zw' E J� a z� A o ' 0 w vi W � > w 4a 2 asa 0 O U Q G M_ 0 a wT*-207-jP66tr SEE CON ECTION DETAIL i 150 110 DATUM ELEV 105.00 \ \ — o EX. 4" C.I.P. WATER TO REMAIN IN SERVICE A \ 2-6" SLEE`\�IES (MJ) OR ADAPTORS (C.I. TO D.I.) w EX. 6" C.I. WATER > \ I- STA: 0-5.12t, 13.5'LT. Q � rI T INTnI EXISTING 6" C.I.P MAIN — 1-6"x 67 TEE (FL FL) 2-6" GATE VALVES (FLxMJ) - - 1-6"9/ 8" INCREASER (MJxMJ) -8 . VERTICAL CROSS (MJxFL) v -SEE DETAIL 0 1NECTION 'AIL N.T.S. 4' MAXIMUM DEFLECTION PER MAINTAIN 5' MIN. JOINT, (TYP.) SEPARATION BETWEEN NEW & EXISTING WATER LINES 300' -8- D.I. CL52 o (D N MORRIS AVENUE S • NORTH 0 5 10 20 SCALE 1 " = 20' SEE DETAIL "A" STA:2+94.81, 1 _3 LT- - - -- -- -- _- ---rxe TEE (MJxFL) 00 \ 1-8" GATE VALVE MJxMJ) W/ THRUST LOCKING w 6� GATE VALVE (FLxMJ) w z 29-6 D.I. CL52 2't-8" D.I. CL52 FIRE HYDRANT ASSEMBLY W/ STORZ FITTING PER C.O.R. STDS. w Q A, —1-8"x 8" VERTICAL CROSS (MJxFL) �' -SEE DETAIL W/ CONC. BLOCKING LEGEND x 0 DETAIL x DETAIL 99 A •3 O I N.T.S. +y E-� cn w AM30070 2 c0 co U0 L N Ln 0+00 1 +00 PROFILE MORRIS AVE. S. HORIZ. SCALE: 1 "=20' VERT. SCALE: 1 "=5' 2+00 3+00 DATUM: NAVD '88 ® FOUND MON IN CASE EX. SANITARY SEWER MANHOLE EX. CATCH BASIN EX. STORM DRAIN MANHOLE EX. MAILBOX EX. UTILITY POLE EX. GUY ANCHOR EX. POWER VAULT EX. POWER CABINET EX. TELEPHONE RISER EX. STREET SIGN EX. FIRE HYDRANT EX. WATER METER EX. WATER VALVE EX. WIRE FENCE Ex. WOOD FENCE EX. CYCLONE FENCE EX. STORM DRAIN PIPE EX. SANITARY SEWER PIPE EX. GAS MAIN EX. POWER LINE EX. WATERMAIN BENCHMARK: 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. PE FIELD SURVEY CONTROL WAS BY CLOSED 4--V, of wAs�y0 TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH c-o WAC 332-130-090. 11332 SIONAL EXPIRES 11/30/04 Call efore you 4+00 �1!9 � 1-800-424-5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY H: \land development r2 protects\2000\; RECOMMENDED FOR APPROVAL BY flZ6 03 ear 2 01 BY CHECKED FOR COMPLIANCE TO CITY STANDARDS %�u LIwDATE /2 -Z -V T DATE DATE NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. 016-002\DWG\ENGINEERING\2016-02—ENG.dwq 9/15/2003 12:58:34 PM RDT SCANNED MICR 2 9 l**¢