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Home My WebLink AboutR-3703187 IN G— SSMHRIM - 385.37 INV 8• E4"= 31 N 0 G — GiRIM =382.84' CB 1NV12•SW=380.34' RIM -38241' INVB'E=991DS4' INVS•W= INVVN-390.34' 30GAP S GRAPHIC SCALE 10 0 10 20 40 11NCH = 20 FT. E IN VICINITY MAP NTS AGAL DESCRIPTION OT 10, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO HE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN ING COUNTY, WASHINGTON. ITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON IASIS OF BEARINGS HE PLAT OF STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO HE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN ING COUNTY, WASHINGTONACCEPTED ABEARING OF S 88.49'07' E DR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. IENERAL NOTES 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. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 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. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. ERTICAL DATUM $ CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 66. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1!2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. W Q90NI`00 Ao I I I , IL\ ----- 0 ,m I \ W OHU 3 BOLLARD AT CORNER II I e I I I III ONE-STORY HOUSE W/BASEMENT RH=417.8' FF = 407.0 F BASEMENT= 398.T BUILDING J OVERHANG R-310 14.7' SSMH422.04' 475.84' FOUND TACKSLEAD IN MONUMENT CASE W Z Lu i Lu g i IfQ Z IJJ Lu I Cy I LEGEND g SET REBAR S CAP (389N) AT PROPERTY W CORNER O POWERMETER O GAS METER OIL FILL CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE W WATER VALVE jQ FIRE HYDRANT WATER METER I— HOGWIRE FENCE SS_ I , e SEWER LINE SD— APPROXIMATE LOCATION STORM a+ C9 DRAIN LINE X— CHAINUNKFENCE a CONCRETE WALL IIUI WOOD FENCE a ROCKERY r ° ris, GRAVEL SURFACE PI y x c9 rs CEDAR DS DECIDUOUS MP MAPLE OF DOUGLAS FIR CH i I- os, HOLLY INDICATES MULTI -TRUNK s,.*. a k •Ills p,. c S 1 P> 9 I SITE I c omn^ gunA q usaw>ae z"e „ns v"o 3^ eeIr e omce st m 1111(111 R%,!@ r VICINITY MAP NTS AGAL DESCRIPTION OT 10, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO HE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN ING COUNTY, WASHINGTON. ITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON IASIS OF BEARINGS HE PLAT OF STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO HE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN ING COUNTY, WASHINGTONACCEPTED ABEARING OF S 88.49'07' E DR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. IENERAL NOTES 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. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 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. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. ERTICAL DATUM $ CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 66. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1!2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. W Q90NI`00 Ao I I I , IL\ ----- 0 ,m I \ W OHU 3 BOLLARD AT CORNER II I e I I I III ONE-STORY HOUSE W/BASEMENT RH=417.8' FF = 407.0 F BASEMENT= 398.T BUILDING J OVERHANG R-310 14.7' SSMH422.04' 475.84' FOUND TACKSLEADIN MONUMENT CASE W Z Lu i Lu g i IfQ Z IJJ Lu I Cy I LEGEND PROJECT INFORMATION SURVEYOR: SITE SURVEY B MAPPING, INC. 10115214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER: 801110-0120 PROJECTADDRESS: 3513 NE 7TH STREET RENTON, WA 98056 31 ZONING: R-8 JURISDICTION: CITY OF RENTON8PARCELACREAGE: 28,657 S.F. (10.658 ACRES) AS SURVEYED LL Lr L a Z M CN oi 0 W r VJ Z A FOUND MONUMENT AS DESCRIBED SET REBAR S CAP (389N) AT PROPERTY W CORNER O POWERMETER O GAS METER OIL FILL CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE W WATER VALVE jQ FIRE HYDRANT WATER METER I— HOGWIRE FENCE SS_ APPROXIMATE LOCATION SANITARY Q SEWER LINE SD— APPROXIMATE LOCATION STORM a+ C9 DRAIN LINE X— CHAINUNKFENCE a CONCRETE WALL C— WOOD FENCE ROCKERY ASPHALTSURFACE CONCRETE SURFACE GRAVEL SURFACE PI PINE CE CEDAR DS DECIDUOUS MP MAPLE OF DOUGLAS FIR CH CHERRY HL HOLLY INDICATES MULTI -TRUNK PROJECT INFORMATION SURVEYOR: SITE SURVEY B MAPPING, INC. 10115214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER: 801110-0120 PROJECTADDRESS: 3513 NE 7TH STREET RENTON, WA 98056 31 ZONING: R-8 JURISDICTION: CITY OF RENTON8PARCELACREAGE: 28,657 S.F. (10.658 ACRES) AS SURVEYED LL Lr L a Z M CN oi 0 W r VJ Z A PROJECT NO. 13-037-A DRAWN BY: EFJ CHECKED BY. TNW DATE: 03-01-13 SHEET 12 OF 11 t W W LUm J H W WIL Q 0 W O a+ C9 Y Z r F w a O I -- PROJECT NO. 13-037-A DRAWN BY: EFJ CHECKED BY. TNW DATE: 03-01-13 SHEET 12 OF 11 t