HomeMy WebLinkAboutAB-4180TALBOT ROAD S SDOHUOHUOHUPMTPI12CH10 DF14DS12 OHUOHUOHUOHUSSSSSSSSSSSSSSSSS88°35'44"E 200.01'210.01'S88°35'44"E10.00'N0°49'42"E155.01'S0°49'42"W146.01'10.00'PSP10SDSDSDSDSDSDSDSDSD SD
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0 DETENTION VAULTIN COMPLIANCE WITH CITY OF RENTON STANDARDSSE 1/4 SEC. 31, T 23N, R 05E, W.M.ph 206.890.82914715 142nd Pl. SW #B,Edmonds, WA 98026AS SHOWNGURUDWARA SIKH TEMPLEDETENTION VAULTGURUDWARA SIKH TEMPLE DETENTION VAULT12-11-2020TED-40-4180
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E NOTR46937R-418001C1.0SITE PLAN1 OF 3 TOPOGRAPHIC SURVEY2 OF 3 TOPOGRAPHIC SURVEY3 OF 3 TOPOGRAPHIC SURVEYC2.0TESC PLANC2.1TESC DETAILSC3.0GRADE & STORM PLANC3.1STORM DETAILSC3.2DETAILSAPPLICANT:SATWANT SINGH15 S. GRADY WAY, SUITE 527RENTON, WA 98057206-391-3311PMVRSINGH@GMAIL.COMCIVILENGINEER:FURR ENGINEERING SERVICES PLLC4715 142ND PL SW UNIT#BDEANFURR(206) 890-8291FURRENGINEERING@GMAIL.COMSITE SURVEYING, INC.21923 NE 11TH ST.SAMMAMISH, WA 98074425-298-4412tnw@sitesurveymapping.comSURVEYOR:NPROJECT TEAM:Know what'sbelow.before you dig.CallRSITE INFORMATION:PARCEL(S):PARCEL AREA:ADDRESS:ZONE:3123059073268,922 SF (± 6.174 ACRES)5200 TALBOT ROAD SRENTON, WA 98055R-14OWNER:GURUDWARA SIKH TEMPLE5200 TALBOT RD. S.RENTON, WA 98055VICINITY MAPUTILITIES:ELECTRICITY/GAS:CABLE:PHONE:SEWER:GARBAGE:FIRE:STORM:WATER:PUGET SOUND ENERGYCOMCAST/XFINITYCOMCASTCENTURY LINKCITY OF RENTONREPUBLIC SERVICESRENTON REGIONAL FIRE AUTHORITYCITY OF RENTONCITY OF RENTONTOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THECONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELDVERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTINGUNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BEPERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THEPLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OFFURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.SHEET INDEX:SITE PLANSITELANDSCAPINGGURUDWARASIKH TEMPLEEXISTINGBUILDINGPROPOSEDBENCHPROPOSEDPLAYGROUNDPROPOSEDTABLEAS-BUILT
TALBOT ROAD S SD34.2'1.5'1.5'6.1'21.3'39.6'34.3'40.0'24.2'36.2'
36.3'
10.7'16.3'30.5'59.7'26.1'7.9'
100.3'
108.1'74.2'100.0'OHUOHUOHUPMTPI12CH10 DF14DS12OHUOHUOHUOHUSSSSSSSSSSSSSSSSSSN0°49'42"E 90.01'S88°35'44"E 200.01'210.01'S88°35'44"E10.00'N0°49'42"E155.01'S0°49'42"W146.01'100.01'10.00'S0°49'42"W23.6'26.3'22.8'
26.0'
25.6'62.9'104.0'173.5'162.5'96.7'
186.8'
96.2'PSP10SDSDSDSDSDSDSDSDSD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD22.8'30.3'44.4'29.9'39.8'8.2'30.0'7.5'8.3'4.8'16
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0 POND SURFACE AREA4,677.4916SFDETENTION VAULTIN COMPLIANCE WITH CITY OF RENTON STANDARDSSE 1/4 SEC. 31, T 23N, R 05E, W.M.ph 206.890.82914715 142nd Pl. SW #B,Edmonds, WA 98026AS SHOWNGURUDWARA SIKH TEMPLEDETENTION VAULTGURUDWARA SIKH TEMPLE DETENTION VAULT12-11-2020TED-40-4180
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E NOTR46937R-418002NKnow what'sbelow.before you dig.CallRSILT FENCELIMITS OF CLEARING AND GRADINGINLET PROTECTIONLEGENDSTOCKPILE AREACONSTRUCTION NOTESUTILIZE EXISTING DRIVEWAY.FILTER FABRIC (SILT) FENCE PER DETAIL ON SHEET C2.1REMOVE FENCE FOR ACCESS, REPLACE WHEN COMPLETEDSTORM INLET PROTECTION PER DETAIL ON SHEET C2.11234EARTHWORK QUANTITIESCUT = 250 CYFILL = 1,000 CYNET = 750 CY FILL144CONSTRUCTION SEQUENCE1.CONTRACTOR TO ARRANGE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITHTHE CITY OF RENTON PRIOR TO BEGINNING SITEWORK.2.IDENTIFY AND MARK LIMITS OF CLEARING.3.A COPY OF THE APPROVED TESC/SWPP PLAN IS TO BE KEPT ONSITE AT ALL TIMESDURING CONSTRUCTION.4.INSTALL TEMPORARY FILTER FABRIC FENCES, AND CATCH BASIN INSERTS AS REQUIRED.5.A MINIMUM OF ONE SET OF APPROVED CONSTRUCTION DRAWINGS AND A COPY OF THECITY OF RENTON DESIGN AND CONSTRUCTION STANDARDS SHALL BE MAINTAINED INGOOD (LEGIBLE) CONDITION ONSITE AT ALL TIMES.6.REMOVE EXISTING FENCING FOR MACHINERY ACCESS AND STORE.7.BEGIN SITE GRADING, VAULT AND UTILITY INSTALLATION.8.MAINTAIN TESC FACILITIES IN PROPER OPERATING CONDITION DURING ALL PHASES OFCONSTRUCTION. RELOCATE TESC FACILITIES AS NEEDED AS CONSTRUCTIONPROGRESSES.9.COMPLETE ONSITE INSTALL OF DETENTION VAULT AND INSTALL LANDSCAPING.STABILIZE ALL EXPOSED AREAS.10.REPLACE STORED FENCING.11.REMOVE REMAINING TESC MEASURES AS DIRECTED BY THE CITY OF RENTONINSPECTOR AFTER CITY APPROVAL.TESC PLANTYP32AS-BUILT
IN COMPLIANCE WITH CITY OF RENTON STANDARDSSE 1/4 SEC. 31, T 23N, R 05E, W.M.ph 206.890.82914715 142nd Pl. SW #B,Edmonds, WA 98026AS SHOWNGURUDWARA SIKH TEMPLEDETENTION VAULTGURUDWARA SIKH TEMPLE DETENTION VAULT12-11-2020TED-40-4180
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E NOTR46937R-418003NKnow what'sbelow.before you dig.CallRTHE 13 ELEMENTS OF A CONSTRUCTION SWPPP1.PRESERVE VEGETATION/MARK CLEARING LIMITS: THE CLEARING LIMITS ARE INDICATED ON THE PLAN SHEET. FURTHERMORE, CLEARING AND GRADING WILL BE LIMITED TO ONLY AREAS THAT NEEDTO BE DISTURBED FOR GRADING/ CONSTRUCTION OF THE SITE AND FRONTAGE IMPROVEMENTS. CONSTRUCTION WILL REQUIRE REGARDING THE ENTIRE SITE. FIELD MARKING THE CLEARING LIMITSSHALL BE COMPLETED PRIOR TO CLEARING AND GRADING ACTIVITIES.BMP'S: PRESERVE NATURAL VEGETATION (VEG)2.ESTABLISH CONSTRUCTION ACCESS: ACCESS TO THE CONSTRUCTION SITE SHALL BE LIMITED TO THE ROCK CONSTRUCTION ENTRANCE. THE ROCK CONSTRUCTION ENTRANCE SHALL BE INSTALLEDOFF OF THE STREET TO PROVIDE ACCESS TO THE CONSTRUCTION VEHICLE/EQUIPMENT STAGING AND EMPLOYEE PARKING AREAS.BMP'S: ROCK CONSTRUCTION ENTRANCE (CE)3.CONTROL OF FLOW RATES: STORM WATER DETENTION: NO DETENTION IS PROPOSED FOR THE SITE SINCE THE WORK SHOULD BE COMPLETED IN A SHORT PERIOD OF TIME.BMP'S NONE PROPOSED4.INSTALLATION OF SEDIMENT CONTROLS: SEDIMENT CONTROL WILL BE PROVIDED THROUGH A COMBINATION OF FILTRATION THROUGH THE SURROUND ON-SITE VEGETATION, OR FILTER FENCE IFREQUIREDBMP'S: SILT FENCE (SF)5.SOILS STABILIZATION: TEMPORARY AND PERMANENT SOIL STABILIZATION WILL BE PROVIDED. TEMPORARY STABILIZATION WILL BE PROVIDED THROUGH THE APPLICATION OF STRAW AND/ OR PLASTICSHEETING TO EXPOSED, WORKED EARTH. FROM OCTOBER 1 UNTIL APRIL 30, NO EXPOSED SOIL MAY REMAIN EXPOSED AND UNWORKED FOR MORE THAN TWO DAYS; AFTER MAY 1, NO EXPOSED SOILMAY REMAIN EXPOSED AND UNWORKED FOR MORE THAN SEVEN DAYS.BMP'S: STRAW COVERING, PLASTIC SHEETING, FINAL LANDSCAPING(AS REQUIRED)6.SLOPE PROTECTION: THERE ARE NO SLOPES ON THE SITE. HOWEVER, STOCK PILES SHALL BE PROTECTED FROM EROSION THROUGH COVER AND PREVENTION OF CONCENTRATED SURFACE RUNOFFFLOWS.BMP'S: PLASTIC SHEETING, (AS REQUIRED)7.PROTECTION OF PERMANENT DRAIN INLETS: INLET PROTECTION WILL BE PROVIDED FOR ALL CATCH BASINS.BMP'S: INLET PROTECTION (IP).8.STABILIZATION OF CHANNELS AND OUTLETS: ALL CHANNEL SLOPES SHALL BE CONSTRUCTED AND PROTECTED AGAINST EROSION IN ACCORDANCE WITH CITY CODE.BMP'S: NONE REQUIRED9.POLLUTANT CONTROL: POLLUTANTS SHALL BE CONTROLLED THROUGH THE ON-SITE BMP'S PROPOSED ABOVE.10.DEWATERING CONTROL: DE-WATERING: INTERCEPTION OF THE WATER TABLE IS NOT EXPECTED TO OCCUR. NO BMP'S ARE PROPOSED.11.BMP MAINTENANCE: ALL BMP'S AND SWPPP ELEMENTS SHALL BE INSPECTED DAILY AND MAINTAINED AS REQUIRED.12.PROJECT MANAGEMENT: THE PROJECT SHALL BE MANAGED IN A COOPERATIVE EFFORT BY THE PROJECT MANAGER, CONTRACTOR, ENGINEER, AND THE CITY INSPECTOR. DURING THECONSTRUCTION PROCESS, IF UNFORESEEN ISSUES ARISE THAT CANNOT BE RESOLVED ON SITE, CONSTRUCTION ACTIVITY (OTHER THAN SWPPP MAINTENANCE) SHALL BE HALTED AND THE OWNER'SREPRESENTATIVE AND THE PROJECT ENGINEER ARE TO BE CONTACTED AND INFORMED OF THE SITUATION.13.PROTECT LID FACILITIES: INFILTRATION FACILITIES ARE PROPOSED. THE CONTRACTOR IS REQUIRED TO LOCATED THESE AREAS PRIOR TO CONSTRUCTION AND INSTALL A BARRIER (I.E. SILT FENCEOR HIGH-VIS FENCE) AROUND THE FACILITY TO PROTECT THE UNDERLYING SOILS FROM COMPACTION.TESC DETAILSAS-BUILT
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AA12.0'13.6'POHUOHPSDXSSPMTIN COMPLIANCE WITH CITY OF RENTON STANDARDSSE 1/4 SEC. 31, T 23N, R 05E, W.M.ph 206.890.82914715 142nd Pl. SW #B,Edmonds, WA 98026AS SHOWNGURUDWARA SIKH TEMPLEDETENTION VAULTGURUDWARA SIKH TEMPLE DETENTION VAULT12-11-2020TED-40-4180
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E NOTR46937R-418004NKnow what'sbelow.before you dig.CallRINLET-28" IE 146.22GRADE & STORM PLANCONSTRUCTION NOTESINSTALL DETENTION VAULT, SEE SECTIONS ON SHEET C3.1FILL-IN EXISTING DETENTION POND WITH IMPORTED SOIL ANDTOP SOIL, SEE SOIL AMENDMENT NOTES THIS SHEET.EMERGENCY OVERFLOW STRUCTURE SEE DETAIL ON SHEET C3.1PLAY STRUCTURE (PE-7835) SEE DETAIL THIS SHEETBENCH AND PICNIC TABLE SEE DETAILS ON SHEET C3.1REPLACE EXIST CB WITH TYPE 2 CATCH BASINRIM=153.24'EX INV N 12" CPEP=150.64'EX INV E 12" CPEP=150.84'IE W 12" SD=146.30 NEW123456LEGEND (PROPOSED)CATCH BASIN TYPE 1CLEANOUTCONCRETEPROPERTY BOUNDARYEASEMENT LINESTORM6" STORM SERVICESURFACE FLOW ARROWASPHALTYARD DRAINLEGEND (EXISTING)1NTSSECTION 'A'A-0.5'63'±SLOPE TO SWALEEX. RETAININGWALLEX. FENCEEX.PAVEMENT0.33'5'X10 ACCESS GRATE W/LADDER & 3'X3'INSPECTION PORT (SEE STRUCTURALPLANS FOR EXACT LOCATION)72.0'20'20'2' ROUND ACCESS MANHOLE(APPROX. LOCATION) SOLID COVER"DRAIN" WITH LOCKING NUTS (TYP(22YD #1, 8"RIM=150.00FIRE LANEMARKINGREPLACE BIRD CAGEWITH 48"X25" FLAT TOP& 24" CAST IRON FRAMEAND SOLID COVER152.0310LF, 8" SD@2.0% MIN7LF, 12" SDINLET-38" IE 146.22EMERGENCY OVERFLOWOUTLET-112" IE 146.72 OUTLET-212" IE 147.2212" IE 146.724LF, 8" SD@2.0%6LF, 12" SD@2.0%3SWALEPOST CONSTRUCTION SOIL AMMENDMENTOPTION 3 (IMPORT PRE-APPROVED TOP SOIL)WHERE SUBSOIL IS TOO ROCKY, COMPACTED OR POORLY DRAINED TO AMENDEFFECTIVELY, A TOPSOIL MIX WITH 5 PERCENT (TURF ) OR 10 PERCENT (PLANTINGBEDS) SOIL ORGANIC MATTER CAN BE IMPORTED AND PLACED ON THE SURFACE.•IMPORT AND APPLY A TOPSOIL MIX:FOR TURF AREAS: A SOIL MIX INCLUDING 20-25 PERCENT COMPOST BY VOLUME,OR A MIX WITH A LAB TEST DOCUMENTING 5 PERCENT SOIL ORGANIC MATTER.FOR PLANTING BEDS: A SOIL MIX INCLUDING 35-40 PERCENT COMPOST BY VOLUME,OR A MIX WITH A LAB TEST DOCUMENTING 10 PERCENT ORGANIC MATTER.•THE SOIL DEPTH SHOULD BE 8 INCHES AND THE PH SUITABLE FOR PROPOSEDPLANTS. ASK TOPSOIL SUPPLIERS FOR TEST RESULTS OF THEIR PRODUCT TOVERIFY THE MATERIAL CONTAINS THE DESIRED ORGANIC MATTER CONTENT ANDPH. RETAIN TEST RESULT REPORTS AND RECEIPTS FOR MATERIAL DELIVERED TOTHE SITE , AS THEY WILL BE USED DURING INSPECTION TO VERIFY THAT THE SOILREQUIREMENTS HAVE BEEN MET.•FOR BEST RESULTS, PLOW OR TILL COMPACTED SUBSOIL AT LEAST 2 INCHESDEEP BEFORE APPLYING TOPSOIL MIX, AND/OR ROTOTILL SOME OF THE NEWLYAPPLIED TOPSOIL INTO THE SUBSOIL.CITY OF RENTON STANDARD REQUIRES THE FOLLOWINGAT APPLICABLE CONSTRUCTION SITES:REPLACED TOPSOIL:A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRYWEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PHFROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOILLAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREEROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEETTHE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED ATLEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPERMATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLESOIL AMENDMENT MUST TAKE PLACE BETWEEN MAY 1 AND OCT. 1 WHEN SOILSARE TYPICALLY DRIEST AND LESS SUBJECT TO COMPACTION. IT IS RECOMMENDEDTHAT COMPACTED SUBSOILS BE TILLED OR PLOWED BEFORE PLACINGAMENDMENTS OR TOPSOIL. AVOID PLOWING OR TILLING WITHIN THE DRIP LINE OFTREES TO BE RETAINED. PLANTING BEDS SHOULD BE MULCHED WITH TWO INCHESOF FOREST DUFF, GROUND BARK, WOOD CHIPS OR OTHER ORGANIC MATERIALAFTER PLANTING.AGRASS SWALEEX. CBRIM=149.98'INV N 8" PVC=147.78'INV S 8" PVC=147.88'EX. CBRIM=153.24'INV N 12" CPEP=150.64'INV E 12" CPEP=150.84'EX. SDMHRIM=151.32'INV W 12" CPEP=147.22'INV E 12" CPEP=147.22'EX CONTROLADJUST RIM TO FGEX. FENCEEX. RETAININGWALLPROTECTWATER MAINAND METERS45565'X10 ACCESS GRATE W/LADDER & 3'X3'INSPECTION PORT (SEE STRUCTURALPLANS FOR EXACT LOCATION)151.72' ABIE (N) 16" PVC = 145.99' ABIE (E) 16" CPEP = 146.09'AB151.55' ABIE (S) 6" PVC = 149.25' AB20LF, 6" AB151.74' AB146.64' AB146.54' ABAS-BUILT6" AB146.14' AB146.64' ABRELOCATED SDMH146.14' AB
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DETENTION VAULTIN COMPLIANCE WITH CITY OF RENTON STANDARDSSE 1/4 SEC. 31, T 23N, R 05E, W.M.ph 206.890.82914715 142nd Pl. SW #B,Edmonds, WA 98026AS SHOWNGURUDWARA SIKH TEMPLEDETENTION VAULTGURUDWARA SIKH TEMPLE DETENTION VAULT12-11-2020TED-40-4180
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E NOTR46937Know what'sbelow.before you dig.CallRSTORM DETAILS0.67' (8") HOLLOW COREVAULT COVER3" HMAWQ EL. 147.22HWS EL. 148.72VAULT TOP EL. 150.22WQ (SEDIMENT) EL. 143.22NOTES:1.DETENTION VAULT DESIGN (BY STRUCTURAL ENGINGEER) UNDER SEPARATE PERMIT.2.DETENTION VAULT COVER SHALL BE CAPABLE OF SUPPORTING THE POINT LOADING OF THEFIRE TRUCK OUTRIGGERS.3.ALL DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS.4.THE VAULT SHALL NOT BE USED FOR DETENTION UNTIL THE WALLS HAVE BEEN BACKFILLEDTO THE FINAL GRADE.5.CONTRACTOR SHALL COORDINATE SIZE AND LOCATIONS OF GRATES WITH STRUCTURALENGINEER.6.ENTRANCE TO CONFINED SPACE WILL BE CLEARLY MARKED AS REQUIRED BY OSHA. THISMAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS RISERS JUSTUNDER THE ACCESS GRATE.7.THE VAULT SHALL BE WATER TIGHT. ALL CONSTRUCTION JOINTS MUST HAVE WATER STOPS.8.VAULT LID WILL HANDLE THE POINT LOADING OF THE FIRE TRUCK OUTRIGGERS.1.50'
LIVE STORAGE
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DEAD
STORAGE
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FREEBOARD
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SEDIMENT
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5' SQUARE OPENINGWQ EL. 147.22HWS EL. 148.727.00'NASCALE: 1"=10'DETENTION VAULT SECTIONASCALE: 1"=10'DETENTION VAULT SECTIONBDEAD STORAGEINLET-28" IE 146.220.33'72.0'20'20'2' ROUND ACCESS MANHOLE(APPROX. LOCATION) SOLID COVER"DRAIN" WITH LOCKING NUTS (TYP)INLET-38" IE 146.22EMERGENCY OVERFLOWOUTLET-112" IE 146.72 OUTLET-212" IE 147.22SCALE: 1"=10'DETENTION VAULTVAULTLIVE STORAGE 40'X72'X1.5'DP.4,320CFDEAD STORAGE (SINGLE CELL)6,072CF1' OF SEDIMENT STORAGE1.00' HOLLOWCORE COVER5% BOTTOMR-418005B5'X10 ACCESS GRATE W/LADDER & 3'X3'INSPECTION PORT (SEE STRUCTURALPLANS FOR EXACT LOCATION)1.5' MINREMOVABLE BAFFLEPER COR SWDMREMOVABLE BAFFLEPER COR SWDM5% BOTTOM5% BOTTOM5% BOTTOMREMOVABLEBAFFLE146.14' AB148.14' AB146.64' AB148.14' ABAS-BUILT148.14' AB146.64' AB142.64' AB146.14' AB146.64' AB
IN COMPLIANCE WITH CITY OF RENTON STANDARDSSE 1/4 SEC. 31, T 23N, R 05E, W.M.ph 206.890.82914715 142nd Pl. SW #B,Edmonds, WA 98026AS SHOWNGURUDWARA SIKH TEMPLEDETENTION VAULTGURUDWARA SIKH TEMPLE DETENTION VAULT12-11-2020TED-40-4180
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E NOTR46937Know what'sbelow.before you dig.CallR DETAILSR-418006NAS-BUILT
PMTPAD MOUNTED TRANSFORMERGAS VALVEPOWER JUNCTION BOXCBRIM = 153.74'IE (S) 16" CPEP = 146.14'IE (W) 16" CPEP = 146.14'SDMHRIM = 151.74'IE (E) 16" CPEP = 146.64'IE (W) 16" CPEP = 146.54'TALBOT ROAD SROOFOVERHANGROOFOVERHANG5.9'4.8'12.5'1.0'6.9'21.8'34.2'1.5'1.5'6.1'21.3'39.6'30.2'34.3'8.0'40.0'24.2'24.1'36.2'36.3'10.7'16.3'ONE STORY HOUSERH = 163.26'FF = 147.76'ONE STORYHOUSERH = 163.42'FF = 150.68'CONTAINERSHEDSHED30.5'59.7'THREE STORYBUILDINGRH = 199.64'FF = 161.05'26.1'7.9'100.3'108.1'74.2'100.0'TWO STORY HOUSERH = 170.80'FF = 154.33'HOTTUBDECKWOODSTAIRSPMTPI12PCH10DF14DS12CBRIM = 138.70'INV N 18"CPEP = 135.90'INV S 12"CPEP = 134.30'INV E 6"CPEP = 136.45'CBRIM = 139.53'INV N 18"CPEP = 136.23'INV S 18"CPEP = 136.13'INV E 12"CPEP = 136.23'CB SOLID LIDRIM = 140.53'INV W 12"CPEP = 136.43'INV E 12"CMT = 138.18'CBRIM = 141.63'INV N 18"CPEP = 137.83'INV S 18"CPEP = 137.78'INV E 6"CPEP = 138.23'CBRIM = 142.71'INV N 18"CPEP = 138.61'INV S 18"CPEP = 138.56'INV E 12"CPEP = 139.01'CBRIM = 144.01'INV E 18"CPEP = 140.46'INV S 18"CPEP = 140.41'CBRIM = 144.73'INV E 12"CPEP = 142.48'INV N 12"CPEP = 142.38'CBRIM = 150.24'INV E = 147.84'INV W = 147.84'CBRIM = 149.98'INV N 8"PVC = 147.78'INV S 8"PVC = 147.88'CBRIM = 150.44'INV N 8"CPEP= 148.14'CBRIM = 157.23'INV N 12"CPEP = 153.73'INV S 12"CPEP = 153.73'INV E 8"PVC = 153.83'CBRIM = 157.82'INV N 12"CPEP = 154.52'INV E 12"CPEP = 157.42'CBRIM = 170.37'INV N 12"CPEP = 163.52'INV E 12"CPEP = 163.47'CBRIM = 171.52'INV S 12"CPEP = 163.82'INV W 12"CPEP = 163.87'CBRIM = 174.78'INV N 8"PVC = 166.88'INV E 8"PVC = 167.08'INV W 12"CPEP = 166.88'CBRIM = 179.69'INV N 12"CPEP = 174.79'INV E 6"PVC = 175.89'INV W 8"PVC = 174.74'CBRIM = 160.11'INV N 8"PVC = 153.61'INV S 12"CPEP = 153.41'INV W 12"CPEP = 153.46'CBRIM = 159.53'INV S 6"PVC = 155.73'INV E 8"PVC = 155.79'CBRIM = 159.54'INV W 8"PVC =156.79'INV S 6"PVC = 156.79'CBRIM = 172.00'INV S 8"PVC = 169.50'CBRIM = 182.35'INV S 8"DI = 176.75'FOUNDREBAR & CAPSDMHRIM = 150.66'INV E 18"CPEP = 147.51'INV W 18"CPEP = 141.97'SDMHRIM = 160.94'INV WATER = 156.15'SDMHRIM = 160.93'INV WATER= 156.14'BUILDINGOVERHANGSSMHRIM = 139.90'INV N-S = 129.26'N88°35'44"W520.02'N0°49'42"E 90.01'100.01'S88°35'44"E 200.01'210.01'N88°35'44"W210.01'S88°35'44"E10.00'N0°49'42"E155.01'S0°49'42"W146.01'100.01'10.00'10.00'S0°49'42"WFOUND REBAR &CAP (TRIAD)94.63'23.6'26.3'26.2'22.8'26.0'25.6'62.9'62.8'42.2'42.8'37.8'38.0'104.0'173.5'162.5'96.7'186.8'96.2'PI12*PSP10DS16CULVERT18"CPEP = 148.11'DECKABOVE22.8'30.3'44.4'29.9'39.8'8.2'30.0'7.5'8.3'4.8'DECKSTORM WATERDETENTION VAULTSDMHRIM = 152.34'BOT OF STRUCTURE = 142.24'SDMHRIM = 152.30'BOT OF STRUCTURE = 142.75'CBRIM = 151.72'IE (N) 16" PVC = 145.99'IE (E) 16" CPEP = 146.09'VAULTACCESSVAULTACCESSSDMHRIM = 151.86'BOT OF STRUCTURE = 142.21'CBRIM = 151.55'IE (S) 6" PVC = 149.25'PISP* INDICATES MULTI-TRUNKPINESPRUCEFOUND MONUMENT IN CASEFOUND REBAR AS DESCRIBEDXOVERHEAD POWEROVERHEAD UTILITIESCHAINLINK FENCEWOOD FENCECONCRETE WALLROCKERYASPHALT SURFACECONCRETE SURFACEOHUOHPPHVACPOWER METERGAS METERHVAC UNITUTILITY POLECATCH BASINSTORM DRAIN MANHOLECATCH BASIN SOLID LIDSTORM DRAIN CLEANOUTSANITARY SEWER MANHOLEWATER VALVEFIRE HYDRANTWATER METERFIRE DEPT. VALVEFIRE DEPT. CONNECTIONWATER VAULTAPPROXIMATE LOCATION SANITARYSEWER LINEAPPROXIMATE LOCATION STORMDRAIN LINESDSSCEDFDSCHERRYDOUGLAS FIRDECIDUOUSSE 1/4, SE 1/4, SEC 31, TWP 23N, RNG 5E, W.M. 2025, SITE SURVEYING, INC., ALL RIGHTS RESERVEDSiteSurveying, Inc.www.sitesurveymapping.com21923 NE 11th Street Sammamish, WA 98074Phone: 425.298.4412CPROJECT NO. 23-391DRAWN BY: MTSCHECKED BY: TNWDATE:2/25/25SHEET 1 OF 11. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT.EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOTSHOWN HEREON.2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 50TOTAL STATION AND AN EMLID REACH RS2 GPS RECEIVER. PROCEDURES USED IN THISSURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090.3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE INFEBRUARY 2025 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONSEXISTING AT THAT TIME.4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS ANDAS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAYVARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED.GENERAL NOTESTHE CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-96-061-LLA, RECORDED UNDERRECORDING NUMBER 9703139009, RECORDS OF KING COUNTY, WASHINGTON.LEGAL DESCRIPTIONBASIS OF BEARINGSTAX PARCEL NUMBER 312305-9073:LOT A OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-96-061-LLA, RECORDED UNDERRECORDING NUMBER 9703139009.TAX PARCEL NUMBER 312305-9075:THE NORTH 160.00 FEET OF THE SOUTH 685.00 FEET OF THE SOUTHEAST QUARTER OF THESOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KINGCOUNTY, WASHINGTON; EXCEPT COUNTY ROAD;TOGETHER WITH THE SOUTHERLY 10.00 FEET OF THE NORTH 246.00 FEET OF THE SOUTH 931.00FEET OF THE EAST 837.16 FEET OF THE WEST 1077.16 FEET OF THE SOUTHEAST QUARTER OF THESOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KINGCOUNTY, WASHINGTON.TAX PARCEL NUMBER 312305-9096:THAT PORTION OF THE NORTH 341.00 FEET OF THE SOUTH 1,026.00 FEET OF THE SOUTHEASTQUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EXISTING COUNTY ROAD,DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHEASTQUARTER; THENCE NORTH 0°58'21" EAST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER685.04 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88°26'48" EAST 240.00 FEET; THENCENORTH 0°58'21" EAST 100.00 FEET; THENCE NORTH 88°26'48" WEST 240.00 FEET; THENCE SOUTH0°58'21" WEST 100.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHINTHE COUNTY ROAD RIGHT OF WAY.SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.PROPERTY OWNER:TAX PARCEL NUMBER:PROJECT ADDRESS:ZONING:JURISDICTION:PARCEL ACREAGE:GURUDWARA SINGH SABHA OF WASHINGTON5218 TALBOT ROAD SRENTON, WA 98055312305-9073, 312305-9096 & 312305-90755200, 5218 & 18836 TALBOT ROAD SRENTON, WA 98055R-14CITY OF SEATTLE-9073: 268,922 SF (± 6.174 ACRES)-9096: 21,000 SF (± 0.482 ACRES)-9075: 213,300 SF (± 4.897 ACRES)AS SURVEYEDPROJECT INFORMATIONVERTICAL DATUM & CONTOUR INTERVALELEVATIONS SHOWN ON THIS DRAWING ARE ON AN ASSUMEDDATUM.2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY ISEQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FORTHIS PROJECT.DATUMLEGENDGURUDWARA SIKH TEMPLE5200 TALBOT ROAD SRENTON, WA 98055DATE REVISION DRNGRAPHIC SCALE01 INCH = 20 FT.10 10 20 40AS-BUILT SURVEYWNESDRAFT