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HomeMy WebLinkAboutR-418007CB N RIM = 144.73' I / INV E 12"CPEP = 142 48' W E S GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FT. LEGEND FOUND MONUMENT IN CASE GAS VALVE O FOUND REBARAS DESCRIBED m POWER JUNCTION BOX © POWER METER -OHP- OVERHEAD POWER ❑O GAS METER OHU OVERHEAD UTILITIES HVAC HVAC UNIT X CHAINLINK FENCE )a' UTILITY POLE WOOD FENCE CATCH BASIN CONCRETE WALL STORM DRAIN MANHOLE ROCKERY CATCH BASIN SOLID LID STORM DRAIN CLEANOUT ASPHALT SURFACE PMT PAD MOUNTED TRANSFORMER CONCRETE SURFACE SANITARY SEWER MANHOLE A WATER VALVE CE CHERRY JQ FIRE HYDRANT DF DOUGLAS FIR ® WATER METER DS DECIDUOUS FIRE DEPT. VALVE PI PINE ,0 FIRE DEPT. CONNECTION SP SPRUCE 0 WATER VAULT ` INDICATES MULTI -TRUNK _ APPROXIMATE LOCATION SANITARY SEWER LINE APPROXIMATE LOCATION STORM DRAIN LINE LEGAL DESCRIPTION TAX PARCEL NUMBER 312305-9073: LOTA OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-96-061-LLA, RECORDED UNDER RECORDING NUMBER 9703139009. TAX PARCEL NUMBER 312305-9075: THE NORTH 160.00 FEET OF THE SOUTH 685.00 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD; TOGETHER WITH THE SOUTHERLY 10.00 FEET OF THE NORTH 246.00 FEET OF THE SOUTH 931.00 FEET OF THE EAST 837.16 FEET OF THE WEST 1077.16 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. TAX PARCEL NUMBER 312305-9096: THAT PORTION OF THE NORTH 341.00 FEET OF THE SOUTH 1,026.00 FEET OF THE SOUTHEAST QUARTER 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 SOUTHEAST QUARTER; THENCE NORTH 0°58'21" EAST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER 685.04 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88°26'48" EAST 240.00 FEET; THENCE NORTH 0°58'21" EAST 100.00 FEET; THENCE NORTH 88-26-48" WEST 240.00 FEET; THENCE SOUTH 0°58'21" WEST 100.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN THE COUNTY ROAD RIGHT OF WAY. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PROJECT INFORMATION PROPERTY OWNER: GURUDWARA SINGH SABHA OF WASHINGTON 5218 TALBOT ROAD S RENTON, WA 98055 TAX PARCEL NUMBER: 312305-9073, 312305-9096 & 312305-9075 PROJECT ADDRESS: 5200, 5218 & 18836 TALBOT ROAD S RENTON, WA 98055 ZONING: R-14 JURISDICTION: CITY OF SEATTLE PARCEL ACREAGE: -9073: 268,922 SF (± 6.174 ACRES) -9096: 21,000 SF (± 0.482 ACRES) -9075: 213,300 SF (± 4.897 ACRES) AS SURVEYED GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 50 TOTAL STATION AND AN EMLID REACH RS2 GPS RECEIVER. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2025 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE ON AN ASSUMED DATUM. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR DATUM THIS PROJECT. O O m c O 2 O INIV N 12"CPEP = 142.38' ' o 94.63' N88°35'44"W t FOUND REBAR & CAP (TRIAD) 520.02' a CULVERT p`' CB cn 18"CPEP = 148.11' RIM = 144.01' INV E 18"CPEP = 140.46: - a. OHU INV S 18"CPEP = 140.41o OH( SDMH RIM = 150.66' a� INV E 18"CPEP = 147.51' INV W 18"CPEP = 141.97' C/ o (n _ m o CV //CID CB CB RIM = 159.53' RIM = 159.54' �4 RIM = 151 5 ' INV E 8"PVC = 155.79' INV W PVC=156.79' SD INV S 6"PVC = 156.79' W >< IE (S) 6" PVC = 149.25' 'IT K o N z K C13 RIM = 153.74' IE (S) 16" CPEP:= 146.14' cn CB IE (W) 16" CPEP = 146.14' SDMH RIM = 142.71' RIM = 15186' INV N 18"CPEP 1= 138.61' BOT OF STRUCTURE = 142:21' 7 - x INV S 18"CPEP = 138.56' 0 INV E 12"CPEP = 139.01' SD VAULT x ---- ACCESS 173.5' - /26.1' SDMH I /74.2' CB RIM = 151.74'x RIM 150.24' IE (E) 16" CPEP = 146.64' o 0 INV E = 147.84' IE (W) 16" CPEP = 146.54' a INV W=147.84' a � SDMH o I (n RIM = 152.34' x BOT OF STRUCTURE = 142.24' PMT STORM WATER I o o x DETENTION VAULT A A o I o I< v o o V_ SDMH cl) 10.00' RIM = 152.30' / BOT OF STRUCTURE = 142.75' /:- 106 S88°35'44" ' �/ THREE STORY /c) CB CB cn of BUILDING RIM = 141.63' RIM = 151.72' o a INV N 18"CPE 137.83' IE (N) 16" PVC = 145.99' RH = 199.64' INV S 18"CPE = 137.78' IE (E) 16" CPEP = 146.09' FF = 161.05' INV E 6"CPE = 138.23' AULT x A CESS o BUILDING o X OVERHANG ° ' I _ --- o 0 o CB x HiB RIM = 160.11' 'IQ® INV N 8"PVC = 153.61' SDMH ® INV S 12"CPEP = 153.41' RINI 160.93' � o / CB INV W 12"CPEP = 153.46' I V WATER cnRIM = 149.98' = 156.14' o INV N 8"PVC = 147.78' INV S 8"PVC = 147.ff x xx 162.5' 100.0' SD cn j RIM 160.94' INV ATER = 156.15' 0 o 0 0 0 0 0 0 - - 0 LE / 30.5' ----- cr. o< cV e- o Ni TWO STORY HOUSE o O RH = 170.80' /o L.L LL cn CD /// FF = 154.33' /`y / co UECK, / CB O ABOVE �/ RIM = 157.23' co / 8.3'8.2 INV N 12"CPEP = 153.73' INV S 12"CPEP = 153.73' J o< CB INV E 8"PVC = 153.83' SHED o Q RIM = 150.44' INV N 8"CPEP L/ I--- = 148.14' o X b/ o {< X < / N CB e / / RIM 139.53' < p 0 INV N 18"CPEP 136.23' � INV S 18"CPEP 136.13' 39.8'� \ INV E 12"CPEP - 136.23' o - CB OtiG RIM = 157.82' INV N 12"CPEP = 154.52' CB SOLID LID o RIM = 140.53' INV E 12"CPEP = 157.42' INV W 12"CPEP = 136.43' SSMH INV E 12"CMT = 138.18' RIM 139.90, INV N-S 129.26' o N m 0.00 -- o� '`° S88°35'44"E 200.01' FOUND f 210.01 WOOD � REBAR & CAP STAIRS CB io ao R M= 138.70' o N HOT --- ci o zo INV N 18"CP P = 135.90' TUB N �N SHE jo Lo INV S 12"CPEP = 134.30' I DECK /// N e ,�, e X 16.3' _ I INV E 6"CPtP = 136.45' - _ ---------------� 26.3' �21 3' /,�5 6.1'�S /39.6' o ////F ------------ ROOF 242' OVERHANG ONE STORY HOUSE o 'ti 1 1 RH = 163.26' i n0 Q M/ icv �xo ONE STORY C / Z _ iv/ HOUSE /c> m M/ r j/ 12.5�0,4.8'� RH = 163.42' j r------� o I' FF=150.68' l... L6 DECK cri // F I 21.8' � � 30.2' 0 0 l ------ --- L --- - - 8. 24.1' F ROOF 0 0 0 0 0 o OVERHANG x a N v o0 0 m c6 M X 0 210.01' o N88°35'44"W I c BASIS OF BEARINGS THE CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-96-061-LLA, RECORDED UNDER X RECORDING NUMBER 9703139009, RECORDS OF KING COUNTY, WASHINGTON. � I o SD 62.9' CB RIM = 171.52' INV S 12"CPEP = 163.82' INV W 12"CPEP = 163.87' 0 0 o W O N o � 0 62.8' z 0 T CB RIM = 170.37' INV N 12"CPEP = 163.52' INV E 12"CPEP = 163.47' x co 0 0 cn 0 CB RIM = 172.00' INV S 8"PVC = 169.50' CB RIM = 174.78' INV N 8"PVC = 166.88' INV E 8"PVC = 167.08' INV W 12"CPEP = 166.88' w �LJ V z I..L z N � r1 `' J U w U) r W U) r �W U) z O w N V v 00 rn N Lo N V N C O a V c 00 Ln E E E E • � L w i Z cm N tA N (A CB RIM = 182.35' INV S 8"DI = 176.75' N co O I J W LijL0 li O 00 CB RIM = 179.69' 0 U) O IINV N 12"CPEP = 174.79' INV E 6"PVC = 175.89' m INV W 8"PVC = 174.74' z O ~ M c:)w z W Of 04 Lo X PROJECT NO. 23-391 DRAWN BY: MTS CHECKED BY: TNW DATE: 2/25/25 SHEET 1 OF 1