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HomeMy WebLinkAboutR-429010Lij G O z 0 LU U J n I- z Q rr T U zS m 8 w Q U_ 370 365 360 355 350 345 340 335 330 325 320 315 310 305 300 295 290 285 280 275 270 EX O.W. �2' ROW DEDICATION W w Z I Z j 5' SW Q I Z CD I P STA:0+40.64 I EL: 297.39 K: 3.83 20' VC m M of U o x + + 0 LL LU H co U .. " CV 7.12°/ F� 1 01 48LF 12"pL CPE @ 3.02% - J EX SDMH-1 RIM EL 294.51 12" IE 286.71 (E) EX.CB #14 12" IE 287.21 (SE) RIM EL 297.71 - 12" IE 286.61 (W) 12" IE 288.17 (E) 12" IE 290.01 (N) 12" IE 288.37 (SE) 12" IE 290.16 (NE) 12" IE 288.16 (W) 0+00 0+50 I PVI STA: 8+70.45 - PVI EL: 317.05 K: 4.63 37 o6 00 + N 00 CV Q M O 0 M U M W W L6 W ti 1 0+0 F-� I Ir C I - J - = w U w� EX.CB #8 RIM EL 303.51 12" IE 300.63 (E) 12" IE 300.63 (S) EX.SFMH#1 RIM EL 300.76 12" IE 290.82 (S) 12" IE 288.52 (W) -16LF 12" LCPE i 24LF 12" LCPE @ 50.38% TO VAULT 1 +00 8+50 9+00 9+50 10+00 GRANT CIRCLE SE (PRIVATE ALLEY) V: 1"=10' H: 1"=30' 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. NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. -GRANT PLACE TOWNHOMES - BLDG 2 PVI STA: 3+92.96 I 1 I I I PVI EL: 331.72 PVI STA: 4+61.81 PVI STA: 2+87.00 K: 1.95 IL PVI EL: 435.00 PVI EL: 324.45 20' VC z I I K. 1.• 5 K:1.85 o J 20 �� 20' VC � I N I I I O I O� I + _� I` CSC Q N O N 04 �+ ' (V Lf7 (V U CO c co Q �� CV Imo" Q Ln BLDG 1 U rn cliM C0'IT M ' w > I> 1 > J PVI STA: 3+66.96 1 m J LUI LU J LU • LU w LU � PVI EL: 327.82 PVI STA: 2+60.95 K: 1.85 L: PVI 320.54 20' VC 1 F - 1 K: 1.88- 1 " � 0'VC I I I I F- I I I I I I I PVI STA: 1+67.58 co Oi I O' co II- PVI EL: 316.44 o 1 F co K:1.89 N o N o I �- �� - I m� co W I�� @T.12°I° 00 I I w i I 1 14.21% I I I ti F_ 1 ,.00°/ ' 00 F 1 1 I I 1 I IIF01 a 1 ,- 'CPE qCl l4°l0 1 1 I I I, '1osLF 12 EX.CB #12 MI I{ - EX.CB #9 RIM EL 315.69 12" IE 312.18 (E) 12" IE 312.18 (W) EX.SSMH #8 STA 1 +50.07 8" IE IN 306.30 (E) 8" IE OUT 306.2 (S) 1 +50 10+50 Know what's below. Call before you dig. 2+00 /,Y i ozmo IEX.CB #10 RIM EL 319.95 12" IE 315.99 (E) 12" IE 315.99 (W) 2+50 365 360 355 350 345 340 335 50 330, t5 325 t0 320 35 315 30 310 ?5 305 ?0 300 15 295 10 290 )5 285 )0 280 295 290 1 1 +00 8/23/2024 EX.CB #11 RIM EL 327.12 12" IE 323.97 (E) 12" IE 323.97 (W) -GRANT CIRCLE SE (PRIVATE ALLEY) V: 1"=10' H: V=30' 3+00 3+50 4+00 RIM EL 335.01 12" IE 332.19 (W) 12" IE 332.19 (E) cM m W 15�0°I0 1IX i i i EX.SSMH #9 STA 4434.14 8" IE 0 JT 326.75 (W) WATER 10" D.I. PVI STA: 5+50.34 PVI EL: 348.28 K: 3.33 RIM EB #45.08 I EX.SSMH #6 STA 5+51.20 12" IE 341.60 (E) RIM EL 345.05 12" IE 341.59 (NW) EX.CB #13 8" IE IN 335.16 ( ) RIM EL 340.48 8" IE OUT 335.1 (S) 12" IE 336.82 (SE) 12" IE 336.82 (W) EX. SSRIH #5 RIM EL 1.84 -43LF 12" LCPE @ 10.65% 8" IE IN 32.81 (N) 00 H I ei U.) M W W I I BLDG 6 I I 1 I PVI STA: 7+17.50 1 r PVI STA: 6+48.87- PVI EL: 330.70 PVI EL: 333.50 K: 1.83 K: 1.83 1 1 rI go PVI STA: �+46.27 20' VC 2P' VC PVI EL: 3.26.38 o o K: 2. 3 370 365 360 O� 0 iC�T 355 o 350 O PVI STA: 8+33.11 N PVI EL: 321.49 K: 3.19 345 U 00 co I 00 0 o+ + ' �� 'moo 20' V 20' VC + CD + co H Yr O� N U I+ M C* 340 I ---- co �0�� U 'w M I II U M I I �- J I w -1`i`�IwQCR I a00 � 1 o I �o 0 WWI �°��, CO 335 I �w �,M I v`�' W +W I mIww ii 00 _ I 330_oo I II w I I I-mIW4.08% U) w \ I I II 1 1 I I w w �� _ I I z 325 EX.SSMH #4 vo7h co STA 6+27.31 _ 00 RIM EL 336.56 320 8" IE IN 328.75 NE) 11.90 O 8" IE OUT 328. 5 (W) w CB #4 w` RIM EL 340.60 315 C) 12" IE 337.92 (NW) C'7 N -55LF 12" RCP @ 0.60% 310 Q Z) 305 J 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 BLDG 4 & 5 J I '� a r,- I BLDG 3,6 CAI r' 1 O I @� Al BLDG2,7 I r i 1 p4LF 12' LCPE EX - EX.CB #7 R.O.W. --- RIM EL354.82 55LF 12" RCP @ 0.60% w 12" IE 349.02 (W) BLDG 1, 8 �2' ROW DEDICATION I 1 RCP _ 4 99% @ W _ 17' WATER 10" D.I. 'I I p1°�o EX.CB #18 EX.CB #6 I RCP @ 9 RIM EL 341.06 345.08 ' 103vF 12 12" IE 337.59 (W) 12" IE 341.60 (E) EX.SSMH #7 TA 5+73.32 11 1 1 1 I / RIM EL 335.01 RIMEX.EL 35. 2" IE 337.59 (SE) 12" IE 341.59 (NW) U) II i ' ' 12" IE 332.34 (W) RIM EL 354.13" W) IE OUT 343.49 LU 12" IE 332.34 (E) EX.SSMH #6 p 65 ° CB #4 RIM EL STA 4+76.92 4 . E IRIM EX.CB #16 / _ _ _ 1p3�F 12� 12" IE 3 7.92 (NW) 8" IE IN 335.16 E) Q I RIM EL 325.70 8" IE OUT 335.1 (S) Z U I 12" IE 323.03 < Lu I 12" IE 323.03 (E) C� o I / w Q U_ I / 1 #15 EX. SEWER-,--,EX.CB - - RIM EL 317.65 12" IE 312.67 (SW) \12" IE 312.67 (E) _30LF 12" RCP @ 79.36% STATIONS: LOT CENTER LINE PROFILE -VAULTINLET STA: 0+85.08 V:1"=10' H: 1"=30' STATIONS ARE AS PER LOT CENTER LINE ALIGNMENT. ELEV: 289.21 0+50 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS K0 1 +00 1 +50 2+00 SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 D'�W"` TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE 1 APPR I APPROVED: 2+50 3+00 3+50 4+00 URR ��ERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 SCALE:VEffn_ 1 "=30' HORIZONTAL- N DV 1983/1991 Adoftk CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 365 1,6110 355 N T C) 350 O O 345 N 0- 340 335 1 330 325 320 315 310 305 300 295 290 285 280 4+50 5+00 5+50 6+00 6+15 U) R-42901 0 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING z SURFACE WATER UTILITY U JFarah 09/03/2024 NJanders 09/16/2024 0 LLJ U Q DAM _j GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 PAGE. OK: DE: PARCEL 2023059052 DRAWING NO: z 20069 oC ROAD AND STORM PROFILES SHEET: OF: %• C4.1 28 �/