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HomeMy WebLinkAboutW-3956C03SW 114, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. WATER PIPING SCHEDULE \ Z PARK AVE N & N 28TH ST 1 F \ W N �i STA 310+92 > 5.II N191481.22, E1302254.13 SERVICE CONNECTION\I PER CDR STD PLAN 320.1 Y o 3 H S a FURNISH &INSTALL 2-12" DI LONG BODY SLV, RESTR 1-12" DI TEE, RESTR RESTR GV, (D Q N U 1-12" M]xFLG, RESTR FLG, RE, 1-TB NEW PTV PER d �I b RIM 20295 CONNECTION TO EXIST SYSTEM, COR STD DET IY - 3 j "� I 1 IE E. 200.25 SEE DET 5, SHT W-5 = 340.6 -J- . J - x " _ E NE 20425((12") II IE HE200.90(4") ❑2 STA 311+06 - y -_r-� / 4 307199-05 N191481.57, E1302240.47 12" - CLEARING - �I 2"DIJ I HMA PATCH PER r FURNISH&INSTALL (NC LIMITS, TVP CDR STD PLANS 04- P 1-12" DI 90° BEND, MI, RESTR H032.10 & H032 `I� I -TB N191482.62, 1 3 j ¢ I / 5 i2 e �3 STA JJ1+24 E1302237.74 o l w �E N191500.24, E1302240.80 1 FURNISH & INSTALL I \ I ��/ 12" GV ` FURNISH & INSTALL 1 - CB-1, CONIC INLET 3 RIM=201.8 I N NORMALLM ) I 1 ( 12" DI 90° BEND, MJ, RESTR 11 -- TB = IE(OUT)8"(S)=200.35 N -1 o A ® STA 1J1+38 ROUTE PRESSURE RELIEF I N191499.87, E1302254.23 FURNISH & INSTALL VALVE DISCHARGE AND T \ I ` 1 u 2-12" DI LONG BODY SLV, RESTR SUMP PUMP DISCHARGE - TO NEW CATCH BASIN - \ \ \\ O I \ DEMOLISH &REM 1 IXI WMI� O_ I / RESTR 1-12" DI TEE, MJxFLG, RESTR 1-12" GV, M]xFLG, RESTR SSMH(48°DIA) RIM m271 \ _ \\ \ 2\--T-vJs -IW--- 435 NE)' 1 %, (435 ZONE ITB E E 19491 ,2 CONNECTION TO EXIST SYSTEM, 1 CHANNELED \� V 2�0^ IIN 28TH ST SEE DET 5, SHT W-5 BOTTOM I ----�--SS- SS-- 55-J STA 9.7'FIT C81 \� ;-- yam\ �� 12'PVC 5 330+92, N191481.22, E1302254.13 � NEN199.79 83D FURNISH & INSTALL IEI E 1w 1., - / v T 1-12" GV, MJ, RESTR BOT 198.34 n N191462.91, E1302242.60 ,, AVEL ` CONNECT TO - - - .w - - EROSION CONTROL KEY NOTE NSTALL 1 - CBSH & IEXIST L 1 - CONC INLET PER ,-J ----_� RIVE IE=19 - IE=199.79 INSTALL INLET PROTECTION, PER CDR CDR STD PLAN 200.30 STD RIM-201.5 .79 10 5 0 10 20 PLAN 1 STD PLAN 216.30 IE(IN) 8"(N)=200.15 - IE(OUT)8"(E)=200.05 SCALE: 1"= 10' SCALEIN FEET ML 215 21C 205 - 200 195 1 2 3 4 + N + � n FIN GR + E � a ~ ----- --_ CON SPLASH P `\ D - � EXIST GRADE PE CL 12" DI W III EX 12" DI 12" (43 DI W ZONE) 2"D 08 Z rl W NE) EX 12D O RV VAULT O mr 220 205 215 2D0 210 95 205 1. 200 185 195 ISO NW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. WATER PIPING SCHEDULE MEADOW AVE & N 34TH ST STA KKO+96 N193394.52, E1303043.32 O 1 -_ �4J O FURNISH &INSTALL % ��PJV Kyo 3-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI TEE, FLG 2-12" GV, MJxFLG, RESTR G�? \ 1-TB CONNECTION TO EXIST SYSTEM, \ ,) PATCH PER SEE DET 6, SHT W-5 COR STD PLANS O2 STA KK1+19 .H032,10 & H032 N193394.03, E1303065.97 -4" CDF SLURRY AROUND FURNISH & INSTALL 1-12" DI 90° BEND ROLLED, MJ, RESTR PROPOSED WATER MAIN TO A <DISTANCE OF 10' LATERALLY 1-TB AT STORM CROSSING O STA KKS+36 N193411.34, E1303066.34 1 1-12" DI 11.25° VERT BEND, MI RESTR / �+ e'sw STA KK3+65 N1934440.20, E1303066.96 FURNISH &INSTALL iE 1-12" DI 90° BEND, MI RESTR TB D rah- OS STA KKS+71 ER a o +r��s 40.33, E1303060.99 FURNIS FURNISH &INSTALL �9pesas 3-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI TEE, M]xFLG, RESTR LUSH 1-12" GV, MJXFLG, RESTR ND SEE CONNECTION TO EXIST SYSTEM, SEE DET 6, SHT W-5 PLAN 10 5 0 10 20 SCALE: 1" 10' 111 SCALE IN FEET a > 2 +1 a a 3 o 4 5 FIN G DE n 0 .+u Yry XIST GRA 1 E Y PIPE CL a CONC - - - - _ 12" DI W SPLASH _ _ (435 ZON) PAD - O ED 12" DI W 301 ZON 4" CDF SL RRY AROU D EXISTING RM TO DISTANCE OF 10' LATERALL AT CROSS NGS STA=K 1+26© © ST =KKI+46 210 205 200 195 190 185 180 190 190 175 175 JJ0+80 JJ0+90 JJ7+00 JJI+10 JJ7+20 JJ1+30 JJ7+40 JJ1+50 KK0+90 KK1+OD KKi+10 KK7+2D KK1+30 KK1+40 KK1+50 KK1+60 KK1+70 KK1+80 KK1+90 PROFILE PROFILE SCALE: 1"=IO' HORIZ, 1"=5 VERT SCALE: 1"=10' HORIZ, 1"=5VERT NOTICE DJB Eo CITY OF RENTON era MNF S 4 KENNYDALE RESERVOIR SC TM15 �E M � murraysmifh ` - SCHEDULE C OFFSITE THEN-� Is CHECKE-o "+* IMPROVEMENTS DATE BY REVISION NOTES VICINITY MAP SCALE: 1"=500' 1. ALL WATER PIPING SHALL BE RESTRAINED DUCTILE IRON, SEE SP 9-30.2(6). 2. INSTALL RESTRAINED RETAINER GLANDS ON ALL MECHANICAL JOINT FITTINGS AND VALVES PER SP 9-30,2(6). 3. BURIED WATER MAIN PIPE MATERIAL SHALL BE PER WSDOT SPECIFICATION 9-30.1(1). 4. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF NEW UTILITY CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. S. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES, CONTRACTOR NOT ALLOWED TO OPERATE VALVES. 6. ALL WATER/SEWER CROSSINGS SHALL MEET DOE STANDARDS FOR POTABLE/ NON -POTABLE PIPELINE SEPARATION DESIGN. CONTRACTOR TO VERIFY PROPOSED CROSSINGS TWO DAYS IN ADVANCE OF INSTALLATION OF PIPELINE CROSSING. 7. INSTALL LOCATOR TAPE AT V ABOVE TOP OF PIPE POINTTABLE POINT# DESCRIPTION NORTHING I EASTING ELEVATION �A NE CORNER OF N 28TH ST. PRV VAULT 191497.05 1302236.35 202.43 �B SW CORNER OF N 28TH ST. PRV VAULT 191484.34 1302242.95 202.43 © NE CORNER OF MEADOW AVE. N. PRV VAULT 193396.36 1303D59.28 198.20 Q SW CORNER OF MEADOW AVE. N. PRV VAULT 193389.97 1303046.48 198.20 SHEET PRV PLAN & SECTIONS STA 131+00 TO 132+20, W-3 STA K1+00 TO K2+20 DWN of 11