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Home My WebLink AboutS-429001O N i N V J W 5 O Z O W U J n Z a rr O LO U V) 0 8 w Q z J NOTE: THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS -BUILT CONDITIONS. ADDITIONAL AS -BUILT SURVEY REQIRED TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER. PROPOSED IE AND RIM ELEVATION TAKES PRECEDENCE OVER NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES I SURVEY DATA. EX.SSMH #6 , 48" J 5+51.20, 13.30' LT I o� GRANT CIRCLE S.E. TOP=345.05 IE IN 335.16 (E) (PRIVATE ALLEY) IE OUT 335.16 (S) SDMH-1 (T2) CB-1 (T1) RIM=294.51 POC RIM=334.88 RIM=293.78 ,2" CMP N=290.01 �� POC RIM=320.04 POC RIM-326.05 IE 326.05 POC RIM=350.92 12" CMP S=290.58 12" CMP E=286.71 IE 312.31 IE 340.07 8" CMP W=290.93 12" CMP S=287.21 O <cr IE 317.27 48" 12" CMP W=286.61 2�2 POC RIM=333.56 4+39.48, 0.00' T EX.SSMH #8, 48" o " POC RIM=327.30 IE 324.24 TOP=335.10 POC RIM=349.98 � POC RIM=319.01 POC RIM=325.91 IE 319.22 IE 339.49 1+25.41, 0.00' T IE 310.85 POC RIM=333.15 IE OUT 326.75 (W) TOP=313.68 POC RIM=317.78 IE 317.06 OF PARCEL 20� 5-gn1 7 IE 323.68 IE IN 306.30 (E) Q , IE 308.90 POC RIM=318.73 POC RIM=324.71 POC RIM=347.91 \ o EXPOSED 8" GAS PIPE �POC RIM=316.74 POC RIM=331.81 IE 337.07 0 TOP OF PIPE= 289.28 IE OUT 306.20 (S) IE 307.62 IE 310.49 IE 315.45 30, / l I E 322.13 89° ,24"E +0u--- J -07 -� -2+177 X. 314LF 8" PVC 6.51 % __ . . • ' --- j • d 0 L J � d• r. �� ` °' 0 � -- =--- - - - q �� -- • - BUILDING#4 1STF - E �f �..� �•' ° '� I 1ST FF= ST - 1ST FF= '..• '° \ ''.'�cr',a ° .- r ,i 9.7 351.13 352. 1 -I4M�oT �.I BUILDING #1 BUILDING #2 BUILDING #3 I I 348.19 2 FF 2ND FF= 2ND F= a- 1ST FF= 2ND FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= d \ a''� • ° '� 1ST FF= 1ST FF= 1ST FF= 1ST FF= d 1ST FF= - 1ST FF= 1ST FF= 1 ; } 334.94 1 ° " ° 357.9g 35 .52 361.03 36 .52 "�`` - I 331.59 333.31 333.44 320.0 I 324.61 325.70 325.95 327.35 2ND FF= 2ND FF= 2ND FF= 2ND FF= I 316.73 317.77 318.35 318.91 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= - 0 \ \ 330.08 341.57 343.03 343.03 344.56 14 326.08 328.08 328.08 328.08 1 , 333.77 335.27 335.27 336.77 I � � \� \ 1.5' ROW DEDICATION \ \�`. o �� --; EX. 56LF 8" PV( � •if.� \ `" `✓' Q!i ✓ I (.�\ I I / 4 ° .a 6. a ? d° _ __J e `l r t EL cc LL ° I - - -- - - - - - -- - - - - 1ST F= 1ST FF= p \\348. ~'w;'i« ` \ �r 0$ "'' \\` N •Ip -- - - - - - - a� BUILDING #7 BUILDING #6 L ° I 2ND 5= 2ND FF= '` +{,. •� �` \ w BUILDING #8 1 � x 1STFF= 1ST 1ST 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 357.9 359.48 30 " • ;, \ Ac E O \ 323.80 324.02 325.81 /`Jo 1 \ \ $ y- y I 1 ST FF= 1 ST FF= 1ST FF= 1 ST FF= 1 ST FF= I . • 322.61 330.35 331.80 331.80 333.47 no 314.90 315.92 316.10 316.60 317.57 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF- I W 333.95 333.95 337.00 - �� 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= G �. 331.85 1 � 340.19 341.55 341.55 343.08 1 l � _ p o\o 4 324.73 325.92 325.92 325.92 327.57 p `°0' f.G •�-� .• , a d d.• .L 'J'I �� 9+00 1p+00 / 0I _ wa;+,- \ . .. •� / X. 333LF 8" PVC 15j NAG 0+0 15' SEWER EASEMENT -- - - 4 �' CA ELECTRICAL JUNCTION BOX / GOpO °C / POC RIM=319.15 POC RIM-325.88 POC RIM=333.44 INDICATORRI EX. SSMH #5 , 48" `' IE 312.57 IE 319.33 IE 326.66 5+68.51, 1.16 LT FIRE `• o d �F�P � EX.SSMH #3, 48" HYDRANT 1 O a 6� 1+92.52, 0.54' LT POC RIM=317.04 TOP=341.84 POC RIM=331.81 POC RIM=324.40 IE IN 332.81 N POWER��\`�"•; G ' A m TOP=312.84 JHOLE (T2) IE 310.90 PARCEL 326060 IE 325.00 ( ) RISER ?.:.._ ' �� IE 317.48 IE OUT 332.76 (SW) MIN 3 "\ 5 $ '° IE IN 305.28 N 8 POC RIM=316.25 I CATCH BASIN (Tyj -.. \ J � � o O - .GE VILLAGE CONDO IN II y;:. ''`� IE IN 305.28E IE 309.72 POC RIM=331.80 12" CMP E=303.24`•jY= *;t. `- �+ ( ) 12" CMP W= 3.24 �; ° IE OUT 305.23 (SW) POC RIM=315.68 POC RIM=324.12 IE 323.96 EX.SSMH #4 , 48" 6" CPEP N=505.3s ;, o�� IE 317.14 5+26.39, 1.13' LT y':•'�:, k �� BUILDING toORM DRAIN MANHOLE (T2) IE 308.26 5, 00 RIM=313.87 POC RIM=330.62 TOP=336.56 `� . 12" CMP N= 304.40 POC RIM=314.69 POC RIM=322.61 IE 322.52 IE IN 328.75 NE CHECK ACTUAL 12" CMP SE= 308.50 IE 306.62 IE 315.24 IE OUT 8.75 ( W r ± ( ) CATCH BASIN (T1) SEPARATION /RIM=307.45" \ �, y 8" CPM E=305.35 STORM DRAIN MANHOLE (T2) RIM=307.95 12 CMP E-303.10 12" CMP N=302.95 8" CMP W=303.45 SSMH #2, 48" 1 +26.06, 0.00' T TOP=307.17 IE IN 304.90 (NE) IE OUT 304.80 (SE) IN FIELD SSMH-A (CENTER STRUCTURE) 7 RIM=315.57 CTR CH.=303.42 � J:a y. h 310 \ O• 91 ti' J 1f SSMH-B (CENTER STRUCTURE) RIM=312.64 CTR CH.=302.54 00 d° / 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. OLEPHORISERNE yo Know what's below. Call before you dig. S-0463 SSMH #1, 48" 0+00.00, 0.00' LT TOP=310.57 IE IN 303.05 (NE) IE IN 303.25 (NW) IE OUT 303.05 SW POTHOLED 12/29/22 DEPTH TO TOP =-6.25FT 8/23/2024 SEE SEPARATION NOTES ON SHEET C4.0 PROPOSED LEGEND \ \ �` GRASSCRETE ACCESS ASPHALT PAVEMENT a " ° CONCRETE PAVEMENT PROPERTY BOUNDARY - - - - - - - EASEMENT LINE ROW DEDICATION e PROPOSED SEWER MANHOLE PROPOSED SEWER MAIN 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. I REVISION GRANT CIRCLE S.E. SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN` TJW, FEM DAF 04/04/24 1 CHECKED: DAF 11 BY DATE I APPR APPROVED: 1410- 4%--- _i--- = 1S FF= 3 .46 2N FF= 36.52 1S FF 35 96 2ND F 364. 1 ING #5 FF= 1.87 FF= 1.98 POC RIM=352.57 IE 341.80 POC RIM=354.22 IE 343.38 30 15 0 30 60 SCALE: 1 INCH = 30 FEET I " 1 1 PRIVATE ALLEY 77 1 SEE SEPARATION _ _ 7 46 NOTES ON SHEET C4.0 - EX.SSMH #7 , 48" ' w 7+09.41, 0.46' RT N c TOP=354.13 IE OUT 343.49 (W) o� z Q �... I 0- i � 3 E 1 .7 • ' �POC RIM=354.01 IE 343.31 POC RIM=352.57 IE 341.75 POC RIM=350.86 IE 339.99 POC RIM=349.73 IE 339.25 POC RIM=348.21 IE 337.06 NOTES: • FOR SEWER RIMS AND INVERTS SEE PROFILE ON SHEET C5.1 • FOR STANDARD SEWER MATERIALS AND DETAILS SEE CITY OF RENTON STANDARD DETAIL PLANS. • 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND SEWER MAIN OR SIDE. • ALL SEWER MAIN AND MANHOLES PROVIDED BY THE PROJECT ARE PUBLIC. SIDE SEWER AND STUBS ARE PRIVATE • ALL SEWER MAINS TO BE MINIMUM 8 INCH PVC. • ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND. • A 15SEWER UTILITY EASEMENT IS REQUIRED, EASEMENT SHALL BE CENTERED OF THE SEWER MAIN AND TO BE PROVIDED AS A PART OF THE FINAL PLAT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING HIGH PRESSURE GAS LINE BEFORE INSTALLATION OF ALL NEW UTILITIES IN GRANT AVENUE SOUTH TO ASSURE THAT MINIMUM VERTICAL AND HORIZONTAL SEPARATION CAN BE MAINTAINED. CONTRACTOR SHALL NOTIFY ENGINEER IF SEPARATION CANNOT BE MAINTAINED IN ORDER TO DEVELOP ALTERNATE DESIGN. CHECK ACTUAL SEPARATION IN FIELD WOE N Q J N 1' LIRR ENOINEERING SERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Cn S-429001 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS O 17 DEVELOPMENT ENGINEERING z 0 NJanders 09/16/2024 O I - WASTEWATER UTILITY o W jstowell09/12/2024 '� U Q SCALE: DATE: J VERTICAL*NAVD 1988 GRANT PLACE TOWNHOMES Z //�'� 1 "=30' HORIZONTAL- NAD 1983/1991 11 21 23 LL 1;%R] CITY 0 F 1600 GRANT AVE S RENTON, WA 98055 FlELDBOOK: 1--_RENTON PAG PARCEL 2023059052 E ONE INCH � DRAWING N0: L AT FULL SCALE DATUM Planning/Building/Public Works Dept. im IF NOT ONE INCH 20069 SCALE ACCORDINGLY SANITARY SEWER PLAN C'3 SHEET: OF: C5.0 28