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HomeMy WebLinkAboutWTR2703096.1I V) V) I n C CJ w LL Y Z O U O Z 0 4i 3 w a 9 N 1'=20' 0 15 30 60 III WJ a_ 0 0 L' Q U) o WW I. - a QW i w w cn ¢ w a ��� ry Q � O cN w ErN X to \ Q mzm V z w 0 u 0 0 z z z w w p Of Of Cn U 0 0 w w W U U a a U N N w o a o Ln v) v) Li z PO N z EXISTING 8" D.I. WATER wrap-l7-jo96 wwio -1 -10,96 1 _ 10+00 SUNSET BLVD. N.E. i E w 3 X I ! 3 C.P §;M ' �- w o V C'0 ', W . � K 12 LF 8" CL 52 7 LF 8" D.I. CL 52 f° STA. 11 +53.48 (NE 6TH CT.) ` = STA. 10+00 (NEW BLAINE='CT. NE) TO C11Y LOCATION OF EX. 6" SAN. SEWER @ 2.0% REMOVE EXISTING WATER METER AND SERVICE LINE TO MAIN. NEW METER SERVING EX. HOUSE ON LOT 4 SHALL BE INSTALLED IN APPROPRIATE LOCATION SHOWN. CONNECT NEW METER TO EXISTING HOUSE USING J" COPPER PER CITY DRAWING BR41. DURING ROAD CONSTRUCTION, A TEMPORARY METER AND SERVICE LINE SHALL BE PROVIDED OUTSIDE ROADWAY TO PROVIDE WATER SERVICE TO EXISTING HOUSE. r0Ei�a°LF LL.�h w2 /is3..ln E TEL. .�_". '!'.'! Y... F _ ANCH' 8Yi-_,FORMER ' - - G DROP APPROX. LOCATION OF �1 EX. 6" SIDE SEWER _ ti TO LOT #4. IE=157.76 P. 4AN 6 MIN. FF=165.0 6" STUB RODRAIN (TYP) INSTALLJ" WATER METER SERVICE LINE W/ PRESSURE (AS SH WN) REDUCING VALVES IN ACCORDANCE WITH CITY DETAIL BR45 (TYP.). MIN. FF=174.0 O l -� £` � ► Mill NOTE: `�---- ---- i ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF �� RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. MIN. FF=176.0 _190 ®_ ®' INSTALL 1" WATER METER EXISTING 8" D.I. WATERLINE EXISTING 8" D.I. WATER LINE I fT- NEW 8" D.L. " WATER LINE NEW 8 D.I. WATER LINE whim- 0 INSERT CLEANING "POLY -PIG" IN: ZAFTER ALL TESTING, CLEANING AND DISINFECTION, 8"x8" VERTICAL CROSS (MJxFL) REMOVE TEMP. BLOCK &BLOW -OFF &CONNECT 2-8" BLIND FLANGES (ONE W/ WITH 1-8"SLEEVE (MJ) & 8" D.I. SPOOLS AS REQUIRED 2" TAP & 2" PLUG) 1-8" PLUG (MJ) W/ 2" TAP & 2" BLOW -OFF TEMP. BLOCK EXISTING 8" D.I. WET TAP: (BY CITY FORCES) WATER LINE 8"x8" WET TAPPING TEE (MJxFL) W/ CONC. BLOCK 1-8" GATE VALVE (FLxMJ) 2-8" RO-MAC TRANSITION COUPLINGS (8" D.I. TO 8" D.I.) TEMP. BLOCK TESTING DETAIL FINAL CONNECTION DETAIL � CONNECTION AT N.E. 6TH CT. By: By: By: By: AND SERVICE LINE, SEE SPRINKLER NOTES, THIS SHEET. INSTALL PRESSURE REDUCING VALVES PER CITY DETAIL BR45. E=174.00 FUTURE MIN. FF=184.0 HOUSE TO BE SPRINKLERED RECOMMENDED FOR APPROVAL Date: Date: WATERMAIN FITTING DATA: O STA. 11 +33 (NE 6TH CT.), ON ® STA. 11 +32.19, 4.10' RT. FIELD LOCATE EX. 8" WATERMAIN INSTALL: 1-4"114' BEND AND INSTALL WET TAP WITH: (MJ) 1-8"xB" WET TAPPING TEE (MJxFL) CONCRETE THRUST BLOCKING 1-8" GATE VALVE (FLxMJ) ®STA. 11 +84.23, 5.41' RT. CONCRETE THRUST BLOCKING INSTALL: 20 STA. 10+05,62, 15.18' LT. 1-4"x114' BEND (MJ) INSTALL CONCRETE THRUST BLOCKING 1-8"x114° BEND (MJ) © INSTALL: CONCRETE THRUST BLOCKING STA. 12+21.56, 5.40' RT. 30 STA. 10+15.41, 9.06' LT. (BLAINE STA. EXTENDED 5.0' RIGHT) INSTALL: 1-4" D.I. CAP (MJ) 1-FIRE HYD. ASSY. (MJ) 1-2" PERMANENT BLOW -OFF ASSY. 1-8"x6" TEE (MJxFL) 2-4" PLUGS (MJ) 1-6" GATE VALVE (FLxMJ) 1-4"x4" VERTICAL CROSS (MJxMJ) 19 LF 6" D.I. (FOR POLY -PIGGING) 1-8%4" REDUCER (FL) CONCRETE THRUST BLOCKING 1-4" GATE VALVE (FLxMJ) CONCRETE THRUST BLOCKING FIRE SPRINKLER NOTES: 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED FOR LOTS 1, 2, 3 WITHIN THIS PLAT. 2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF THE DOMESTIC WATER METER TO EACH LOT WITH A FIRE SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE WATER SERVICE STUB AND METER. 3. A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMITTED TO RENTON FIRE DEPARTMENT FOR REVIEW AND PERMITTING PRIOR TO INSTALLATION OF THE SPRINKLER SYSTEM. A BACKFLOW PREVENTION DEVICE DOUBLE CHECK VALVE ASSEMBLY IS REQUIRED FOR EACH BUILDING. UTILITY X-ING INFORMATION: 2� T/P 8" SEWER=154.9 IE 4" WATER=156.2 3O T/P 8" SS=156.5 IE 12" SD=159.43 ® T/P 4" WATER=157.33 IE 12" SD=159.5 5� T/P 8" SS=167.86 IE 8" SD=169.3 © T/P 6" SIDE SEWER=166.73 IE 4" WATER=174.0 7� T/P 6" SIDE SEWER=168.81 IE 12" SD=170.0 ® T/P 6" SIDE SEWER=169.20 IE 4" WATER=176.0 DEVELOPER: MICHAEL J. PRITTIE/ROBERT SMITH P GIyu pE W A Sy 8910 8TH AVENUE N.E. SEATTLE, WA 98115 &I I syc MIKE PRITTIE (206) 544-0212 ENGINEERZPLANNER/SURVEYOR: �o ,P 23975 O �� BARGHAUSEN CONSULTING ENGINEERS, INC. `F Fc1STERF �� 18215 72ND AVENUE SOUTH ss��NA L Epp\ KENT, WA 98032 (425)251-6222 EXPIRES 6-10-03 (425)251-8782 FAX . G - Awioq d 00 N O N cc N _o N I N 0 I CD N X 0 O N I I 0 U CD 0 O N Ln N NCD Q 0 cn SURVEYOR'S NOTES: PACIFIC NORTHWEST TITLE INSURANCE COMPANY ORDER No. 456722 DATED NOV. 5, 2001 WAS RELIED UPON FOR TITLE INFORMATION. EASEMENTS Rec. No. 1737713, Rec. No. 5074957, Rec. No. 8803090649 ARE SHOWN. Rec. No. 9606210966 IS A CITY OF RENTON ORDINANCE ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE. HORIZONTAL DATUM - BASIS OF BEARINGS: NAD 1983/91 (RENTON DATUM) C, VERTICAL DATUM - BASIS OF ELEVATIONS: In NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD 88 0 CITY OF RENTON BM #398 O FND 4" x 4" CONIC MON IN CASE W/ PUNCHED 3/8" O COPPER PLUG ON CENTERLINE OF EDMONDS AVE. NE IN FRONT OF HOUSE NO. 801 ELEV. = 285.08 FEET CALCULATED LAND AREA: 50,466 f sq. ft. [or 1.158 f Acre] CITY OF RENTON ®EPARTMENT OF PUBLIG WORKS WATER AND SEWER EXTENSION PLAN MAPLEfON SHORT PLAT DESIGNED DATE 9/26/02 FILE NO. DRAWN CHECKED SCALE 1 "=20' FIELD BOOK PAGE APPROVED DIRECTOR OF PUBLIC WORKS SHEET OF 8 co N Ir- T U z m O W U m SCANNED V*