The URL can be used to link to this page

Home My WebLink AboutR-373910LEGAL DESCRIPTION PER CHICAGO TITLE INSURANCE COMPANY, ORDER NO. 1366169. DATED JUNE 16, 2013) THE NORTH 201.10 FEET OF THE EAST 300.32 FEET OF TRACT B AND THE SOUTH 56 FEET OF THE EAST 300.32 FEET OF TRACT 5 OF BLACK LOAM FIVE ACRE TRACTS. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 12 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. NOTE: PER SAID TITLE REPORT THERE ARE NO EASEMENTS THAT AFFECT THE SUBJECT PROPERTY. BEADING MERIDIAN A BEARING OF N00'18'51'E ON THE CENTERLINE OF NILE AVENUE N.E., PER THE PLAT OF CEDARGROVE PARK DIVISION 1, AS RECORDED IN VOLUME 72 OF PLATS, PAGE 50. RECORDS OF KING COUNTY, WA. VERTICAL DATUM CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK NO. 1852 NAVD 88) (VISITED 0811412013) FOUND A 3" FLAT BRASS DISC ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 126TH STREET) 6 148TH AVENUE SE. ELEVATION - 454.77' SURVEYOR'S NOTES 1) THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN AUGUST OF 2013. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CO. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVIENENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2) SUBJECT PROPERTY TAX PARCEL NO. 0847100041. C/1YOFROYTON SBiVEYCON OL NETNKmCPT, 1851 TOPOGRAPHIC & BOUNDARY SURVEY 0i"WN.E. 4TH STREET N88'21 T S.E. 128TH STREET) PUBLIC ROADWAY" i S68 SO' CHAIN LINK FENCE 19W 963 09 CATCH BASIN3Sa2QB) I IS PROPERTY CORNER OF 920y1 7 8A'd'A I ° IE 12I CPP S 4426.15' 9g I WOOD _ LOPS IE 12' CPP W 426.05' CHAIN i S 0.6 L 5 OF LINE N OF LINE - ___ 08 -14 -13 WOOD FENCE IS SET 1/2" REBAR C CAP X0.5' S OF LINE GEOD LS /15025' WOOD FENCE IS c / SBB'21'10'E 300.40' AT PROPERTY CORNER0.2' W 6 1. 0' N O 3) SUBJECT PROPERTY AREA PER THIS SURVEY IS 77.199 SO. FT. +1-. GRAPHIC SCALE 1 61 T \iiV INSTRUMENTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY MAC 332 -130 -090. LEGEND Ems. FOUND MONUMENT AS NOTED ANHOLE Z BUILDING LINE FOUND REBAR G CAP AS NOTED 12' CONC CDC 425.55' CENTERLINE OF ROAD SET REBAR G CAP AS NOTED O O — CHAIN LINK FENCE hmilu CE 15' CPP S 429.11' O WOOD FENCE CATCH BASIN w O SHEET s SANITARY SEWER MANHOLE 0 DECIDUOUS TREE (NOT SHOWN TO SCALE) X SPOT ELEVATION TRUNK CIA SHOWN IN INCHES. CS FIRE HYDRANT 1& HEMLOCK TREE (NOT SHOWN TO SCALE) 6 Q TRUNK DIA SHOWN IN INCHES. H WATER VALVE Q 3 D TELEPHONE RISER O CEDAR TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. ASPHALT SURFACE ALDER TREE (NOT SHOWN TO SCALE) RET. WALL CC TRUNK DIA SHOWN IN INCHES. 0 CONC SURFACE xE La.n MAPLE TREE (NOT SHOWN TO SCALE) CONC CONCRETE NE3reh TRUNK DIA SHOWN IN INCHES. R -O -W RIGHT -OF -NAY Aft FIR TREE NOT SHOWN TO SCALE) RECORD AS NOTED TRUNK DIA SHOWN IN INCHES. CHERRY TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. RECOMMENDED FOR APPROVAL By. Date, By. Date, By. Date, By. Date. VICINITY MAP N.T.S. 0 20 40 w C6 uj Z' a W° M I= m a i' -20 PROPERTY CORNER \ % \\ ?. j - ` c N \ \ d+Q P °`% ` / • \ 2 /\ \ I' j / rL• \,,,. 2 -24 I F Wl'1r 1 • v RETAINING WALL 50.2' S0 0.9' EOI • =O /i p \ , \ PROPER Y CORNER 2 0, \ 08 -14 -13 I \ 1 I' 1 1 RETAINING WALLp IS 0.3' S OF LINEFOUNDREBARGCAP \ \ 1 I/ / ) \ \ \ %' LS Y11332" p —- 0.4' SCORNEROPERTY Lg \ _ i / h pp' px P p 12 p20x o VIP- 4- a 1 60 yl. 2741' r , ra L0726 N „ i•O 201 / • A _ _.__ w %Y• 41" 1 i WOOD FENCE I9 0.2' W OF LINE \\ If 24° It 11 1 - -- R 1P®1L n AID WES -24! I vIW91 ;. M/g / 12 / " \ \ / 4-121 Fes_ \ ? 20x \ .. 4<" \ / S I 10, Mcol" l ti PZbx 1 / \ / ` 14 Qxx 426 y 1 / 24. Oi r 1 Oi p2 424 WOOD FENCE IS WOOD FENCE IS 0.2' W G 0.4' N OF 1.0' S OF LINE PROPERTY CORNER p 08 -14 -13 SHED ,L v FOUND REBAR0180 &C p NB8'2!'f0'W 300.40' '` WOOD FENCE ZS r /a ` I \ LS 118040" 6xp \ pL / 0.2' N G 0. 1' E OF BUILDING I OB -14 -f3 p° / / PROPERTY CORNER CORNER IS FOUND REBAR G CAP 1.1' S OF LINE I CATCH BASIN0.3' S OF LINE I DMT" 08-14 -13 0.8' S OF LINE .p, FOUND REBAR RIM 429.30' OMT* IE 1GCAR _ _ 2' CPP E 425.10' 0.8' S OF LINE p rQ. IE 12' CPP N 425.15' MI:AIb I I'. l .1 ° N I C I" 11'; Id IW I I IIS LU A I N.E. 2ND STREET S. E. 132ND STREET) PUBLIC ROADWAY" S8B'21 ' 10 "E (660.64' PLAT 72150) 08 -14 -13 SET 112" REBAR G CAP GEOD LS 015025' AT PROPERTY CORNER 0 I¢ c CITY0FWOON A47WOW- I BBVCHMA/8CN0. 1862 08 -14 -13 FOUND 3 IN BRASS DISC ON CONC ST. SURFACE ELEV. = 454.77' 0 UJ U m im sea *21 ' 10"E 030.01' CALC'D 0 N w m 0z h VolQ r b I, i i 7 3 910 IE f CPP NRIP A83 421 6' IE 15" CPP E 421.96' 08 -14 -13 FOUND REBAR C 2¢ N.. Ems. 0511612014 ANHOLE Z R M= 433.80' IE 12' CONC CDC 425.55' Nf fU h m vvmvvvm.:::: RIM-433.16' HI hmilu CE 15' CPP S 429.11' E maul, N' w O SHEET NUMBER S 6 yxE1MA Q3 f' = Q 3 w myna ..... eSSE 128th S1 Z CC 3Nn xE La.n NE3reh W M dux x r 3 sE:mu 0 20 40 w C6 uj Z' a W° M I= m a i' -20 PROPERTY CORNER \ % \\ ?. j - ` c N \ \ d+Q P °`% ` / • \ 2 /\ \ I' j / rL• \,,,. 2 -24 I F Wl'1r 1 • v RETAINING WALL 50.2' S0 0.9' EOI • =O /i p \ , \ PROPER Y CORNER 2 0, \ 08 -14 -13 I \ 1 I' 1 1 RETAINING WALLp IS 0.3' S OF LINEFOUNDREBARGCAP \ \ 1 I/ / ) \ \ \ %' LS Y11332" p —- 0.4' SCORNEROPERTY Lg \ _ i / h pp' px P p 12 p20x o VIP- 4- a 1 60 yl. 2741' r , ra L0726 N „ i•O 201 / • A _ _.__ w %Y• 41" 1 i WOOD FENCE I9 0.2' W OF LINE \\ If 24° It 11 1 - -- R 1P®1L n AID WES -24! I vIW91 ;. M/g / 12 / " \ \ / 4-121 Fes_ \ ? 20x \ .. 4<" \ / S I 10, Mcol" l ti PZbx 1 / \ / ` 14 Qxx 426 y 1 / 24. Oi r 1 Oi p2 424 WOOD FENCE IS WOOD FENCE IS 0.2' W G 0.4' N OF 1.0' S OF LINE PROPERTY CORNER p 08 -14 -13 SHED ,L v FOUND REBAR0180 &C p NB8'2!'f0'W 300.40' '` WOOD FENCE ZS r /a ` I \ LS 118040" 6xp \ pL / 0.2' N G 0. 1' E OF BUILDING I OB -14 -f3 p° / / PROPERTY CORNER CORNER IS FOUND REBAR G CAP 1.1' S OF LINE I CATCH BASIN0.3' S OF LINE I DMT" 08-14 -13 0.8' S OF LINE .p, FOUND REBAR RIM 429.30' OMT* IE 1GCAR _ _ 2' CPP E 425.10' 0.8' S OF LINE p rQ. IE 12' CPP N 425.15' MI:AIb I I'. l .1 ° N I C I" 11'; Id IW I I IIS LU A I N.E. 2ND STREET S. E. 132ND STREET) PUBLIC ROADWAY" S8B'21 ' 10 "E (660.64' PLAT 72150) 08 -14 -13 SET 112" REBAR G CAP GEOD LS 015025' AT PROPERTY CORNER 0 I¢ c CITY0FWOON A47WOW- I BBVCHMA/8CN0. 1862 08 -14 -13 FOUND 3 IN BRASS DISC ON CONC ST. SURFACE ELEV. = 454.77' 0 UJ U m im sea *21 ' 10"E 030.01' CALC'D 0 N w m 0z h VolQ r b I, i i 7 3 910 IE f CPP NRIP A83 421 6' IE 15" CPP E 421.96' 08 -14 -13 FOUND REBAR C 2¢ N.. Ems. 0511612014 ANHOLE Z R M= 433.80' IE 12' CONC CDC 425.55' 1' -20, m vvmvvvm.:::: RIM-433.16' HI hmilu CE 15' CPP S 429.11' E maul, N' w O SHEET NUMBER Q3 f' = Q Z w myna ..... IEIE Z WW> m i W W ti LLJ v a y Z CATCH BASIN RIM - 428.70' IE 12' CPP W 425.70' IE 12' CPP N -NE 425.90' U1 111 U w z 01 L ftl i SANITARY SEWER 0511612014 ANHOLE Z R M= 433.80' IE 12' CONC CDC 425.55' 1' -20, CATCH BASIN a RIM-433.16' E 15' CPP N 429.11' CE 15' CPP S 429.11' E 12" CPP E 429.36' IEIE Z WW> m i W W ti LLJ v a y Z CATCH BASIN RIM - 428.70' IE 12' CPP W 425.70' IE 12' CPP N -NE 425.90' U1 111 U w z 01 L ftl i DATE: 0511612014 DRAFTED Z CHECKED BY: E.J.G. SCALE: 1' -20, REVISION HISTORY a W N w O SHEET NUMBER Q3 Q Z w W Z CC W vqs 0 _ s v 3 ca c 0 Cti o 3 G c 's cn o 3a da O c ° vUp ry Noa cm sU4 a, C0 v JOB NUMBER: 13860 DATE: 0511612014 DRAFTED BY: V.L.J. CHECKED BY: E.J.G. SCALE: 1' -20, REVISION HISTORY a W SHEET NUMBER 12 OF 15 z TJnn ziO m J t 46z O N O a W