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Home My WebLink AboutR-409402LEGEND 0 ® FOUND MONUMENT, AS NOTED O FOUND PROPERTY CORNER, AS NOTED O SEWER MANHOLE ❑❑ CATCH BASIN TYPE I 0 CATCH BASIN TYPE II O YARD DRAIN ® WATER METER 3D FIRE HYDRANT IRRIGATION METER ® IRRIGATION VALVE UTILITY POLE (- GUY ANCHOR ® POWER METER ® COMMUNICATION PEDESTAL JUNCTION BOX YARD LIGHT SIGN, AS NOTED mcfi ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE Q' PINE MAPLE DECIDUOUS FVC FACE VERTICAL CURB D/W DRIVEWAY WCR WHEELCHAIR RAMP _SS SEWER PIPE -SO DRAINAGE PIPE -W WATER PIPE -G GAS LINE -OHP OVERHEAD POWER -cm UNDERGROUND COMMUNICATIONS -P UNDERGROUND POWER - X FENCE LINE I I I FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC WITH X IN CASE DOWN 0.36' I FOUND 0.5" BRASS PIN INJ ' CONCRETE WITH PUNCH IN j CASE (RENT 1229, HELD FOR ROTATION) I I I I I I I I IIz o ° Iw I Io I I N / IQ d d I M05 /I a 3�r v� o I 0 CB 8073 TYPE I Ld RIM EL=148.80 c� S,12"CMP(S)IE=145.45 CB 8032 TYPE I °� I0018"CONC(N)IE=145.40 RIM EL=148.75 I Uo' / 6"CONC(S)IE=146.50 i z I CB Asn79 TYPE I I ° wi RIM EL=148.60 / 0 4"PVC(S)IE=146.59 / ? 4"PVC(W)IE=146.53 / ° I a 4.4 FOUND 0.5" BRASS PIN IN 30 00- CONCRETE WITH PUNCH IN 0.57' 0 I � � I I I I I, 1= I i � 15� I NO3 I I I I I c� I II ? I s I 3 I I I c ~ II 0 I 3 00 J I I �I 3 I I I I I c� I 1 I I V 13 it I I I I ' I I FOUND 0.5" BRASS PIN IN I CONCRETE WITH PUNCH IN CASE I DOWN 1.02' (RENT 1227 HELD S 45TH PL FOR POSITION, EL:154.74) N89'01'20"W 691.43 FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC c, 7' _ �S6 3 fS OCH HP P I c� 3 �1 I ? SSMH 18074 9010 T? ' TA qoT 98055 R 0 TP�gO BUILDING q.q.3 CB 8146 TYPE I / RIM EL=156.68 4"PVC(NE)IE=155.45 6"CPEP(E)IE=154.77,. N ( 4"CPEP(N)IE=154.70 4"CPEP(N)IE=154.55 12"CMP(S)IE=154.53 VBF N89 `0154 "W �410 0'1 X N89'01'54"W 144.10,,,-" - TVC11�- h o � DECK WITH STAIRS N RIM EL=150.37 /4 PER ASBUILTS p/W I 8' PVC(S)IE=145.17 I / /8"PVC(W)IE=139.02 / I SDMH I8147, TYPE II 12"PVC(S)IE=138.72 I I RIM EL=157.10 ONE STORY -WOOD 12"PVC(N)IE=138.62 i 36"CMP(S)IE=151.70 I FRAMED BUILDING j o o � U / SIGN FOR "S�VANSON <ING ... • .GARDNER ATTORNEY ,� I d° TPN: 312305-9069 ° AT LAW" N I ° T. GARDNER Q• BRICK COLUM�N 4512 T 8LOB05 RD S SDMH 8148 TYPE II RIM EL=158.93 PER ASBUILT� I 36"CMP N IE=151.48 s PIPE W BLOCKED s 12' CMP(W)IE=151.28 r N CB YPE I I \ RIM EL=152T�.74r�� i I 8 CMP(E)IE=151.24c� 8"CMP(W)IE=151.16 V 10' ROADWAY & 210.17 J I UTILITIES EASEMENT REC. NO. 8610311897 / I. rim I \ h � I / BUILDING OVERHANG YET- �....\.... I i N a zort-orn w I.. ...... - I TREE DRIPLINE (TYP.) /.• '' I • '.Qyti1 Q'1g X II P' �,.• Q � � ., `. SECURITY d 1 BUILDING CAMERA IN USE NG OVERHANG ' I 1 STREET SIGN,T-7-----6.26 I-- ------_--- ----------------------------- - - - - - - - - - - i......•...~NO PARKING i -- N I \ D/W / - - - - - - - - - �- - - - - - - - - i - L...,.. \---- ---- I ° I I O---------- OHP OHP 0 P N89'01'54"W 146.16-OHP HP 0HP- 30.00 I S LINE OF THE S 5.5 ACRES OF THE N 25.5 ACRES OF THAT U FOUND REBAR 26.6' _ PORTION OF THE S HALF OF THE NE QUARTER OF SEC 31-23-5 W OF PROPERTY CORNER e'TR� NO. RIM EL=156.16 4"PVC(E)IE=154.79 12"PVC(S)IE=154.17 12"CMP(N)IE=154.11 RIM EL=156.76 12"PVC(S)IE=146.21 12"PVC(N)IE=146.06 20' ROADWAY EASEMENT REC. NO. 5973181 :_ 2 312305/ NTON CLC P�HERLY INN,RE WE 9 9094 ACC 312305REN�CN WEP NE LY 1NN� 10' ELECTRIC LINE EASEMENT REC. NO. 6023496 VERTICAL DATUM NAVD88 ORIGINATING BENCHMARK FOUND MONUMENT IN TALBOT RD S SHOWN HEREON. RENT1227 EL: 154.74 BASIS OF BEARINGS N05°08'23"E BETWEEN CITY OF RENTON MONUMENTS RENT 1227 AND RENT 1229 REFERENCES 1. PLAT OF ONE VALLEY PLACE, RECORDED IN VOLUME 125, PAGE 10, KING COUNTY, WASHINGTON. 2. MAP NUMBER 301-13 SPRINGBROOK ROAD, RECORDED IN COUNCIL'S RECORD VOLUME 23, PAGE 1626. LEGAL DESCRIPTION THE SOUTH 5.5 ACRES OF THE NORTH 25.5 ACRES OF THAT PORTION OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE SPRINGBROOK ROAD AND LYING SOUTHERLY OF THE CARR ROAD; EXCEPT THAT PORTION LYING EASTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 31; THENCE ALONG THE EAST LINE OF SAID SECTION NORTH 1'15'13" EAST A DISTANCE OF 659.00 FEET; THENCE ALONG THE NORTH LINE OF SAID 5.5 ACRES NORTH 89'00'28" WEST A DISTANCE OF 667.65 FEET TO THE WEST LINE OF A GRAVEL PIT; THENCE CONTINUING NORTH 89'00'28" WEST 481.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE; THENCE SOUTH 0*2110" WEST 181.16 FEET TO THE SOUTH LINE OF SAID 5.5 ACRES AND THE TERMINUS OF SAID DESCRIBED LINE. RESTRICTIONS 1. THIS SITE IS SUBJECT TO A ROADWAY EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 5973181. (SHOWN HEREON) 2. THIS SITE IS SUBJECT TO AN ELECTRIC LINE EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 6023496. (SHOWN HEREON) 3. THIS SITE IS SUBJECT TO A ROADWAY AND PUBLIC UTILITIES EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8610311891. (SHOWN HEREON) NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY GUARANTEE NUMBER 0140333-16 DATED DECEMBER 11, 2018. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE COMPANY GUARANTEE. CORE DESIGN, INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON DECEMBER 7, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2018. 3. PROPERTY AREA = 26,294t SQUARE FEET (0.6036t ACRES). 4. CONTOUR INTERVAL = 2 FEET. 5. ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON IS GENERATED FROM DIRECT FIELD OBSERVATION. SAID INFORMATION MEETS US NATIONAL MAPPING STANDARDS AND IS ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL. 6. BOUNDARY INFORMATION SHOWN HEREON IS FROM PLAT OF ONE VALLEY PLACE, RECORDED IN VOLUME 125, PAGE 10, KING COUNTY, WASHINGTON, AND MAP NUMBER 301-13 SPRINGBROOK ROAD, RECORDED IN COUNCIL'S RECORD VOLUME 23, PAGE 1626. TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING MONUMENTATION. 7. THIS IS A COMBINED FIELD TRAVERSE AND GNSS SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL STATION AND GNSS UNIT WITH WSRN CORRECTIONS WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 8. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CLIENT UNDERSTANDS THAT CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS. RECORD DRA�1lJ61/G SURVEYED: RDW SCALE` DESIGNED: DRAWN: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: SHY AP P R APPROVED: SHY VERnCAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATU M T NO. 18242 CIVIL ENGINEERING Pi LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 4-1-19 IN COMPLIANCE WITH CITY OF RENTON STANDARDS • CITY OF (5R) RENTON Nknor BOUNDARY AND TOPOGRAPHIC SHEET Planning/Building/Public Works Dept. OCT 2021 PAGE: Cl. 02 SHEET: 2 OF: 11 0