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HomeMy WebLinkAboutW-4290010 I 8 w Q Z J U_ O N N � 0 EX.1.5" IRRIGATION MET U I WITH DCVA, AS PER 340. G 0 30' O +I 30' � 2 'Vi�•1 INSTALL POLYPIG i AS PER COR STD 300., ;t w STA:0+24.40 V OFFSET:0.078LT ;•. a J 2+w /°k Y' z Q EX. 10" CONNECTION TO EX. 12" WATER MAIN ALIGNMENT: Grant Ave STA: 3+58.70' OFFSET: 2.727RT 30 EX. 12" WATER MAIN CO U INSTALL POLYPIG AS PER COR STD 300.7 STA: 10+07.54 OFFSET: 0.005RT EX. 10" CONNECTION TO EX. 12" WATER MAIN ALIGNMENT: Grant Ave STA: 4+77.96 OFFSET: 15.20ORT 2� J o= NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES 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. EX. 10" WATER SUPPLY PROVIDE ASPHALT BUMP OUTS 10" GATE VALVE FIRE HYD. CONN. FOR THE MAINTENANCE ACCESS FIRE HYD. CONN. J=��=STA: 2+65.42 AS PER 310.10 OVER VALVES AT THE CONCRETE SIDEWALK AS PER 310.10 o v FIRE HYD. CONN. OFFSET: 0.800RT STA: 3+65.70 SEE DETAIL ON C6.0 EX. FIRE BEND AS PER OFFSET: 0.826RT STA: 0+75.54 � AS PER 310.10 ER HYDRANT OFFSET: O.000T STA: 1+03.41��� GRANT CIRCLE S.E. (PRIVATE ALLEY) PORTION OF Pf,� 013 BEND AS PER 330.10 80 OFFSET: 0. STA: 2+62.16 �w STA: 4+72.80 OFFSET: 0.787RT OFFSET: 0.000T N89°09'24"E i i •' \ 1 o j 2 ,1 5 C - �� \\� \ \ \ �xO O �\\ D � d 1 I ,. tdt• � d, .. _ EX 37LF, 10" DI CL52- �. ;� � \ = ;+ 2• 3+00 �IT 4+00 2+00-W - EX 107LF, 10" DI CL52 EX 159LF, 10" DI CL52 EX 104LCL52 p _ __ S i l Y-. 4° Qx 4 -1" WATER SERVICE �O, 5 -1" WATER SERVICE 4 -1" WATER SERVICE 4 -1" WATER METER 10" TEE!,���S 5 - 1"WATER METER PER 320.10 4 -1" WATER METER PER 320.10 10" GATE VALVE BUILDING 1 EX. IRE PER 320.10 EX. FIR STA: 5+38.45 (FOUNDATION NLY) HY RANT (FOUND TION ONL ) HYDRA T OFFSET: 0.000T il RAISE EX. FIRE HYDRANT 1.54' FIRE HYD. CONN. a• ' d.'LO AS PER 310.10 _ . a STA: 5+41.74 OFFSET: 0.008LT u= r EX. IRE UILDING 7 EX. FI E LO BUILDING (FOU DATION 0 LY) 4 HYD NT JG 6 x '. (FOU DATION�I_Y) HY RANT 4 1" WATER SERVICE w 5 -1" WATER SERVICE 4 -1"WATER SERVICE EX. FI 5 1"WATER METER 4 1"WATER METER 4 1" WATER METER i e R PER 320.10 T BEND AS PER 330.10 STA: 5+11.43 OFFSET: 0.000T 10" GATE VALVE ALIGNMENT: ACCESS END BEND AS PER 330.10 STA:-0+03.51 STA: 5+19.28 OFFSET: 5.608LT OFFSET: 0.022RT d \ ° of 'UI X,•, BUILDIN 4 lr 1 Ln 5 -1" WATER SERVICE 5 -1" WATER METER o PER 320.10 rcn ri ,. _ _J°44 EX 119LF, 10" DI CL52 AIR -VAC s 10" GATE VALVE HOUSIN FOR " STA: 5+48.00 T E TREE M TERS OFFSET: 0.000T SEE SHE T 6.3 5 -1" WATER SERVICE in 5 -1" WATER METER PER 320.10 15PUBLIC UTILITY WATER EASEMENT EX. 10" WATER SUPPLY EX. BLOWOUT VALVE AS PER STD. DET. 340.10 (WATER MAIN HIGH POINT) \ ALIGNMENT: ACCESS END STA: 1+15.83 OFFSET: 12.934LT , .y ° C, o EX. CAP - I ALIGNMENT: ACCESS END t_--- c- STA: 1+11.84 rn OFFSET:5.886LT d.. w , 6 �00 .° E3 U Q PRIVATE ALLEY .. °.. . ° y ° 'L--J-1•---1. d 9 �-_ J , \ ° F-- L__�-� --�J a ____ ____ ____ _ _ EX 116LF, 10" DI CL52 = 8+00 EX 121LF, 10" DI CL52 7+0 EX 101LF, 10" DI CL52 +`L`�VV`` N o j 89°09 29 j GN P 115.7�NAG -0�- +0� 9 v' P� pan god ELECTRICAL EX. 10" WATER SUPPLY 1uNcnoN Box 10" GATE VALVE 0\ FIRE HYD. CONN. AS PER 310.10 STA: 8+34.11 FIRES 3-Ir �O d' STA: 9+52.88 FIRE HYD. CONN. AS PER 310.10 HYDRANT 1 -- s':,., p OFFSET: 0.024LT i OFFSET:0.064RT STA:7+16.14 RISER ='<M PARCEL 326060-0000 OFFSET:O.000T HERITAGE VILLAGE CONDOMINIUM PROVIDE ASPHALT BUMP OUTS BEND AS PER 330.10 FIRE HYD. CONN. AS PER 310.10 k PROVIDE ASPHALT BUMP OUTS FOR THE MAINTENANCE ACCESS STA: 9+89.73 STA: 8+37.33 FOR THE MAINTENANCE ACCESS OVER VALVES AT THE CONCRETE SIDEWALK \ OFFSET' 0 OOORT OFFSET: 0.009LT FIRE SPLINKERS: FIRE SPLINKERS ARE REQUIRED TO BE INSTALLED ON BUILDINGS WITH 5 UNITS: BUILDING 1, 4, 5 AND 8 AS PER NFPA 13 AND IBC2021 NOTE: FILL AND COMPACT ROADWAY TO FINAL SUBGRADE BEFORE EXCAVATION FORINSTALLATION OF NEW WATER LINES. NOTE: LOCATION AND ELEVATIONS FOR THE WATER MAIN ARE BASED ON POTHOLING AND AS -BUILT SURVEY I OVER VALVES AT THE CONCRETE SIDEWALK SEE DETAIL ON C6.0 SEE DETAIL ON C6.0 SSMH-A (CENTER STRUCTURE) GRANT CIRCLE S.E. (PRIVATE ALLEY) yip ;= RIM=315.57 •t :': CTR CH.=303.42 ' TBM { • ALL MECHANIC -JOINT FITTINGS SHALL HAVE RESTRAINT RETAINER -ISLANDS SUCH AS MEGALUG 1100 hn pO TELEPHONE " RISER SSMH-B (CENTER STRUCTURE) / RIM=312.64 CTR CH.=302.54 0 0 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. NOTE SHUT DOWN OF WATER MAIN SHALL BE SEQUENCED AND COORDINATED WITH THE SITE INSPECTOR SUCH THAT HYDRANTS REMAIN OPERATIONAL TO PROVIDE FIRE PROTECTION FOR PARTIALLY CONSTRUCTED STRUCTURES. 8/23/2024 SERIES OR RO-MAC 600 SERIES ROMBIGRIP AND CONCRETE BLOCKING. • 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND GAS MAIN. • ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND. • A DCVA IS REQUIRED DOWNSTREAM OF THE DOMESTIC WATER METER TO EACH BUILDING. THE DCVA WILL BE INSTALLED IN THE GARAGE AND IT MUST BE INSTALLED ON THE BUILDING WATER SUPPLY LINE BEFORE THE FIRST WATER FIXTURE. • A 15' PUBLIC UTILITY WATER EASEMENT IS REQUIRED TO BE PROVIDED. EASEMENT SHALL BE CENTERED OVER THE WATER SYSTEM AND INCLUDE ALL MAINS, HYDRANTS, WATER METERS AND BLOW OFF ASSEMBLIES. • WATER MAIN TO BE SHUT-OFF (BY CITY FORCES) PRIOR TO THE REMOVAL AND RE -INSTALLATION OF THE WATER SERVICES (BY DEVELOPER). PRESSURE AND PURITY TESTING OF THE WATER MAIN REQUIRED. • ALL 1" WATER SERVICE LINES AND WATER SETTERS THAT DO NOT CURRENTLY COMPLY WITH STD. PLAN 320.1 SHALL BE REMOVED AND RE -INSTALLED PER THE STANDARD PLAN. • ALL WATER METER SETTERS THAT CANNOT BE RAISED TO FINISH GRADE SHALL BE REMOVE AND REPLACED SUCH THAT SETTER COMPLIES WITH COVER REQUIREMENT AS PER STD. PLAN 320.1. • WATER MAIN SHALL HAVE 3 FEET OF COVER. POTHOLE ALL WATER SERVICES AT EX. WATER MAIN TO CONFIRM 3 FEET OF COVER. IF COVER IS NOT MET, REPLACEMENT OF WATER MAIN IS REQUIRED AT LOCATIONS THAT DO NOT SATISFY REQUIREMENT. ENGINEER OF RECORD SHALL PROVIDE CONFIRMATION TO THE CITY'S PROJECT MANAGER. 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. WATER SERVICE WILL BE PROVIDED BY THE CITY OF RENTON. THE SITE IS IN THE ROLLING HILLS SERVICE AREA IN THE 490 HYDRAULIC PRESSURE ZONE. THERE IS AN EXISTING 12-INCH CITY WATER MAIN LOCATED IN GRANT AVENUE S THAT CAN DELIVER A MAXIMUM TOTAL FLOW CAPACITY OF 3,400 GALLONS PER MINUTE (GPM). THE APPROXIMATE STATIC WATER PRESSURE IS 77 PSI AT THE ELEVATION OF 310 FEET. THE SITE IS LOCATED OUTSIDE OF AN AQUIFER PROTECTION AREA. FIRE SERVICE AS PER HEARING EXAMINER DECISION BY CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT (LUA23-000283, PP, SA, ECF, MOD, V-H) PROVIDED WATER SUPPLY SYSTEM CAN SUSTAIN PRESSURE AND FLOW CAPACITY FOR THE USE OF FIRE SPRINKLER. FIRE SERVICE CONNECTION CONNECTION IS PROVIDED TO EACH UNIT INDIVIDUALLY BY MEANS OF EXISTING 1" SIDE CONNECTION VIA 1" METER. SURVEYED: 4 PER CITY COMMENTS DAF 08/26/24 DESIGNED: 3 PER CITY COMMENTS DAF 07/29/24 DAF 2 PER CITY COMMENTS DAF 05/21/24 DRAWN: TJW, FEM 1 PER CITY COMMENTS DAF 04/04/24 ZCHECKED:AF NO. REVISION BY DATE 1 APPR APPROVED: i 15.�SNAG GA / N rn 1 BEND AS PER 330.10 STA: 5+89.07 OFFSET: 0.000T BEND AS PER 330.10 STA: 6+15.10 OFFSET: 0.000T BEND AS PER 330.10 STA: 6+25.67 OFFSET: 0.000T STATIONS STATIONS ARE AS PER WATER MAIN PROFILE UNLESS STATED OTHERWISE. VALVE COVER CONCRETE SIDEWALK ASPHALT MAINTENANCE BUMP OUT 10" MAIN VALVE CONCRETE SIDEWALK BUMP OUT STA. 8+37 SCALE: 1 "=5' VALVE COVER CONCRETE SIDEWALK ASPHALT MAINTENANCE BUMP OUT - 10" WATER MAIN CONCRETE SIDEWALK BUMP OUT (TYP) SCALE: 1 "=5' SCALE: 1 "=30' HORIZVONnTAL CAL NA;96�;,99, CITY OF vR RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PROPOSEDLEGEND �\­ �_ GRASSCRETE ACCESS ASPHALT PAVEMENT CONCRETE PAVEMENT PROPERTY BOUNDARY - - - - - - - EASEMENT LINE ROW DEDICATION EX WATER VALVE EX WATER MAIN MAIN ANCE T CONCRETE SIDEWALK CONCRETE SIDEWALK BUMP OUT STA. 5+40 SCALE: 1 "=5' FURR VENGINEERING \&RVIMS, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Al U H H N Q J T H H N 0- W-429001 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 WATER UTILITY k z ABDOUL GAFOUR 09/13/2024 � DEVELOPMENT ENGINEERING � � NJanders 09/16/2024 ' 0 LLI U Q DATE: GRANT PLACE TOWNHOMES 12/04/23 1600 GRANT AVE S RENTON, WA 98055 OOK: PAGE: PARCEL 2023059052 PAGE: DRAWING N0: 20069 cc WATER PLAN SHEET: OF: C6.0 28 V