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Home My WebLink AboutW-4290020 N N To U) Cw G O z O w U J I- z Q Ir T U 0 0 N + 00 U) W Z J 2 U Q 75 355 350 345 340 335 330 325 320 315 310 305 300 295 290 285 280 275 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES E .CB #14 BLDG 1 BLD 2 BLDG 3 1-10" 45° BEND (MJxMJ) X.SSMH #6 1-10" 22.5° BEND (MJxMJ_ BLIDE BLDG 7 M EL 297.71 I I 6 R 13 LF 10" D.I. I I I I WITH BLOCK 3 LF 10" D.I. TA 5+51.20 STA: 5+89.07 1 " IE 288.17E a STA: 4+72.80 „ IM EL 345.05 CP: 335.65 " " 1 IE 288.37 (SE) " EX FMH#1 I �- 4 LF 10 D.I. CP: 333.44 IE IN 335.16 (E RI EL 300.76 1 IE 288.16 (W) I I I I I I z I 15 LF 10' D.I. " IE OUT 335.16 S) „ 26 LF 10 D.I. 12" E 290.82 S J 8 LF 10" D.I. 51 LF 10" D.I 1- j` 12" E 288.52 (W) � I � RELOCATE EX. WATER MAIN 50 LF SECTION. SEE NOTES I I I � � I I � 39LF 10" D.I. - - - � CP: 333. 6 EX.SS H #8 1107 LF 10" D.I. r o� _� 19 LF 10" D.I. / I I M I PROVIDE ETHOFOAM PAD 6 LF 10" D.I. STA 1+50.07 I I -1 I z_ I r- F EX RIM EL 313.68 I I - I r _ I I I I / - z I I 91 LF I I I 10 D.I. I I AT EWE SIDE AND WATER I 8" IE IN 306.30 E) I / SERVICE R.O.W. 1-10"4" F.H. ASSEMBLY 8" IE OUT 306. 0 (S)- 2' ROW DEDICATION STA: 0+75.54 r/ I r I I I I I I - CP: 299.17 I - � -1 I z II I_ - - 1-10" VALVE MJxMJ ( r 16 LF 10" D.I. 1-10" 11.25° STA: 5+47.96 I - EX.CB #8 I oI I I I I I BEND MJxMJ) CP: 338.17 EX SDMH- RIM EL 3.51 I _ of 10 LF 1.0� D.I. I I _ WITHBLOCKRim-F-.. r fi - - STA: 5+11.43zz� CP: 337.22 12" IE 286.71 (E) I 12" IE 30).63 (S) I N - 12" IE 287.21 (SE) - ' 11.25° (MJxMJ) BEND I I 12" IE 290.01 (N) I _ _ 12" IE 290.1 (NE) I WITH CONC BLOCK I EX.CB #1 ND (11.25° BEND (MJxMJ) INSTALL V 1-10" 11.25° BEND MJxMJ (MJxMJ) _ .01 STA: 1+03.29 RIM EL 33 WITH BLOCK AIR -VAC STA: 6+25.67 CONNECT TO EX 12" WA CP: 303.18 �, STA: 5+18.91 - RELEASE CP: 331.47 1 10 x6 F.H. AS EMBLY - 1-12"x10" CUT -IN TEE) / / coM 1-10 x6 F.H. ASSE BLY 12" IE 332.9E CP: 337.22 ASSEMBLY STA: 7+16.14 ti PER COR STD DTL 300.40 / / 1 -1 "VALVE (MJx J) STA: 3+65.70 ON HIGH 10 LF 10" D.I. C : 324.93 1-10" VALVE (FLxMJ) Lu / rn � CP: 324.89 �, - 1-10 VALVE (MJxMJ) POINT OF WATER LINE + o 2-10" 45° BEND (MJxMJ) � I / / o 6, N CP: 317.94 1-10' TEE (MJxMJ) I EX #4 0 „ WITH CONC BLOCK Z > co 159 LF 10 D.I. EX.SSMH #9 WITH BLOCK PER RENTON STA 6 27.31 121 LF 10 D.I. usi N IIIo 1-2LF 10" SPOOL (MJxMJ) a ; _z 1 10 STA: 5+38.45 STD PLAN 340.3RIMEl- + co 6 F.H. ASSEM LY coo 12 GATES VALVES (FLxMJ) I Q I ri RIM EL 327. 2 RIM EL 3 5.10 CP: 337.22 8" IE I 328.75 NE ( ) IN CASE VERTICAL SEPARATION IS LESS w z STA: 0+00.00 Z > EX. B #9L STA: +62.16 12" IE 323.9 (E) 8" IE OU 326.75 (W) 8" IE UT 328.65 (W) THAN 18"PROVIDE LAYER OF ETHOFOAM Q CP:291.75 - -PIPES.- PROTECTION BETWEEN ~ - �� 12"(/) 1312.18 28 LF 10" D.I. (E) J Q RIME 340.60 LLJ 12" I 312.18 (W) 1-10"x6" F.H. ASSEMBLY 12" IE 37.92 (NW) VERIFY FIELD CONDITIONS - S +41.74 4 LF 10" D.I. - 1-10" 11.25° (MJxMJ) BEND WITH CONC BLOC CP5337.22 = EX. S MH #5 STA: 0+69.41 RIM EL 319.95 STA 5 1.45 U CP: 298.41 12" IE 315.99 () EX. B #6 RIME 341.84 3 LF 10" D.I. 1-10" 11.25° (MJxMJ) BEND WITH CONC BLOCK Q 12" 1341.60E () 8" IE I 332.81 (N) TOP OF EX. 12" 14 LF 0" D.I. STA: 0+56.55 12" I 341.59 (NW) 8" IE OJT 332.76 (SW) STORM PIPE CP: 295.96 STA: 0+10.29 1-10" 11.25° (MJxMJ) COUPLING WATER PROFILE GRANT CIRCLE SE (F RIVATE ALLEY) CP: 291.41 TOP OF EX. 8" STA: 0+24.40 1-10" 22.5° (MJxMJ) BEND WITH CON BLOCK - - _ HIGH PRESSURE GAS PIPE CP: 293.31 STA: 0+38.01 STA: 0+25.13 INSTALL POLYPIG CP: 293.27 CP PER COR STD PLAN 300.7 I 0+00 BLDG 8 - I I 0+50 I I EX.S MH #3 STA 9 F57.59 RIM El. 312.84 8" IE IN 305.28 (N 1 +00 TOP OF EX. 8" HIGH PRESSURE GAS PIPE STA: 10+28.75 CP: 302.01 TOP OF EX. 8" HIGH PRESSURE GAS PIPE STA: 10+23.57 . CP: 301.71 EL 309.41 1 +50 2+00 355 350 345 340 335 8 IE 11305.28 8" I (E) 39;.23 (S) V) L JVJ.VV 1VV) PROVIDE ETHOFOAM PAD cn AT GAS AND STORM 116 LF 10" D.I. CROSSINGS 330 RIM EL 307. 6 ZD I `Z 6 LF 10" D.I. PROVIDE I 12" IE 303.89 (W) 12LF10"D.I. ETHOFOAM PAD Q 325 711 F-AATSE-V'E f � I 12" IE 303.89 (N) F- z CONNECT TO „ X 12 WA AND WET R r I < 1-12"x10" CUT -IN TEE (FLxFL) SERV I I I (�IF 1 10° VALVE (FLxMJ) 320 o 0 2-10 45 VERT BEND (MJxMJ x I WITH CONC BLOCK - 2 1-2LF 10" SPOOL(MJxMJ) 315 ' ROD 2-12" GATE VALVES (FLxMJ) -' DED. STA: 10+46.54 310 "' � CP:302.26 z v co c�i co 1 10"x6" F.H. ASSEMBLY 1-10"x6" F.H. A o -1 305 -STA: 8+37.33 STA:: 308.81 TOP OF EX. 12' _CP: 315.59 CP: 308.81 STORM PIPE 37 LF 10" D.I. 300 1 10" VALVE MJxMJ 10" WATER MAIN STA: 10+35.63 (MJxMJ) RELOCATE EX. WATER MAIN STA: 10+30.27 CP: 301.27 STA: 8+34.11 50 LF SECTION. SEE NOTES o 22 LF 10" D.I. CP: 300.23 295 CP: 315.59 1-10" 11.250 BEND (MJxMJ) W/ CONC. BLOCK 1-10" 22.5° (MJxMJ) VERT BEND STA: 9+89.90 WITH CONC BLOCK 1 290 ALL MECHANICAL JOINT FITTINGS CP: 302.29 STA: 10+07.54 SHALL HAVE MEGALUG RESTRAINT CP: 300.22 RETAINER GLANDS (OR APPROVED 12 LF 10" D.I. 5 LF 10" D.I. 285 EQUAL) EX. CB #1 TOP OF EX. 12" 1 10" 11.25° (MJxMJ) COUPLING WI CONC. BLOCK RIM EL 306.95 STA: 10+02.28 _T STORM PIPE 280 STA: 9+93.68 12" 1302.54 (N) CP: 301.50 CP: 298.10 INSTALL POLYPIG PER COR STD PLAN 300.7 275 9+00 9+50 10+00 10+50 11+00 WATER PROFILE - GRANT CIRCLE SE (PRIVATE ALLEY) V: 1 "=10' H: 1 "=30' _ 8+50 TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 8/23/2024 2+50 385 380 375 370 365 360 355 350 345 340 335 330 325 320 3+00 3+50 4+00 4+50 5+00 PVI STA: 0+28.74 PVI EL: 346.93 K: 1.86 12'VC BLDG 4 & 5 04 co + + 0 0 0LO I �. fn V U) � U co U M J MLU ww I- . OJ w �� ' PVI STA: 0+16.10 PVI EL: 345.00LIJ - K. 98 END QF �V cn - r ENT w 12' VC I ST : 1+�2.20 II o o �� IELV:35.1 U CD N o o BLOW -OFF CR �r � .ri I I I - ASSEMBLY STA: 0+00.00 U "' U "' I ' STA:1+15.83 ELEV: 344.51 m ED w w �_ o ELEV:349.28 3.0000 ° 1-10" CAP (MJ) �� 1"AIR VAC WITH CONC. BLOCK STA: 1 +11.84 CP: 349.28 r' 119LF10"D.I. c M 1-10" TEE (MJxMJ) EX.SSM #7 1-10" 450 BEND (MJxMJ) STA 1+09. 9 STA:-0+06.81 CP: 337.22 8" IE OUT 343.49 (W) STA 5+ 1.20 RIM EL 345.05 1-10" VAVLE (MJxMJ) STA:-0+04.47 8" IE 01 JT 335.16 (S) CP: 337.22 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS H0 0+00 0+50 WATER PROFILE - ALLEY BLDG 4 AND 5 V: 1"=10' H: 1"=30' FITIRM •► 1 +00 SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN: TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE APPR �PRovm: 385 380 375 370 365 360 355 350 345 340 335 330 325 320 1 +50 5+50 6+00 6+50 7+00 NOTE: LOCATION AND ELEVATIONS FOR THE WATER MAIN ARE BASED ON POTHOLING AND AS -BUILT SURVEY NOTE: REPLACEMENT OF WATER MAIN WILL REQUIRE SHUT DOWN OF WATER SYSTEM. CITY FORCES SHALL PERFORM SHUT DOWN. 1' URR CNOINEERIN6 SERVICES, PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 SCALE:VEffn_ 1 "=309 HORIZONTAL- N DV 1983/1991 CITY OF RENTON ONE INCH DATU M vugv AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 7+50 8+00 355 350 345 340 335 330 325 320 315 310 305 300 295 290 285 280 275 NOTES: - ALL WATER MAIN PIPES ARE 10" D.I. CL52 STATIONS ON THE GRANT CIRCLE SE PROFILE ARE AS PER PIPE CL - STATIONS ON THE ALLEY AREAS PER ACCESS END ALIGNMENT 0 N �1 u N Q J N T 0 0 0 N W-429002 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING z WATER UTILITY �,� .� ABDOUL GAFOUR 09/13/2024 NJanders 09/16/2024 0 W U Q GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: PAGE PARCEL 2023059052 DRAWING NO: 20069 oC WATER PROFILES SHEEP: OF: %• C6.1 28 �/