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Home My WebLink AboutR-426402LEGEND L ® 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 - - - -� - - - - -eOWUNtCATION-PEBE-5TAt-- - - - - JUNCTION BOX YARD LIGHT SIGN, AS NOTED - - - - - mcfi ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE e' PINE MAPLE DECIDUOUS FVC FACE VERTICAL CURB D/W DRIVEWAY WCR WHEELCHAIR RAMP ss SEWER PIPE SD DRAINAGE PIPE W WATER PIPE GAS LINE OHP OVERHEAD POWER cM UNDERGROUND COMMUNICATIONS P UNDERGROUND POWER X FENCE LINE I I I N89°01'20"W 691.43 - - FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC WITH X IN CASE DOWN 0.36' I 2 I I ad CB 8032 TYPE I RIM EL=148.75 6"CONC(S)IE=146.50 a 0 ° a ♦ a � I FOUND 0.5" BRASS PIN IN CONCRETE WITH PUNCH IN 0.57' 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 I I I I I I I I I I I a I I I I N I � ° CB 18073. TYPE I RIM EL=148.80 c� I 12"CMP(S)IE=145.45 18"CONC(N)IE=145.40 I I I CB 8072 TYPE I v RIM EL=148.60 4"PVC(S)IE=146.59 ? 4"PVC(W)IE=146.53 ° I 4. I ® rn °-------------- 4.4 30.00- ss ? FVC _9010 TP CF T1230 A BOTpas 98055 R BUILDING 4430 TP�gO C"8146, TYPE I RIM EL=156.68 4"PVC(NE)IE=155.45 6"CPEP(E)IE=154.77 4"CPEP(N)IE=154.70 4"CPEP(N)IE=154.55 12"CMP(S)IE=154.53 N89 0154 "W �44.10 c' X vBF o.1 X I SSMH 18074 RIM EL=150.37 I PER ASBUILTS DECK WITH STAIRS 8"PVC(S)IE=145.17 i L. ....... 8"PVC(W)IE=139.02 I SDMH I8147. TYPE II 12"PVC(S)IE=138.72 I RIM EL=157.10 ONE STORY WOOD 12"PVC(N)IE=138.62 i 36"CMP(S)IE=151.70 FRAMED BUILDING I I o I U) ° I ° °FCONC BLOCK WALL d I � ° SIGN FOR "SWANSON I NO PARKING GARDNER ATTORNEY i 3 10 I SDMH 7003 TYPE II d TPN: 312305-9069 o AT LAW"° i RIM EL=159.04 I T. GARDNER 6"PVC(S)IE=155.19 4512 TALBOT RD S 8"CMP(W)IE=151.64 BRICK COLUMN I :d 98055 I SDMH 8148 TYPE II P d c� I I 8"CMP(E)IE=151.64 IT, �� RIM EL=158.93 ? s D i 36"CMP(N)IE=151.48 3 SD s 8"CMP(W)IE=151.28 p d. N CB 8095 TYPE I RIM EL=152.74 ............. 8"CMP(E)IE=151.2 8"CMP(W)IE=151.16 � I 10' ROADWAY & 8 ° j UTILITIES EASEMENT II 3 1 I REC. NO. 8610311897 m ASPHALT I i V) �1,4 16 '�.. ,.. ° I RAMP I I 00 BUILDING OVERHANG Ur I I Q0 a i fj SD 3 CB 7004, TYPE I SDCO I / I RIM EL=159.96 RIM EL=162.02;F ON TOP E I I YD 7011, TYPE 6"PVC(E)IE=156.41 6"PVC(E)IE=158.001 .... RIM 7011EL=TYP .94 6"PVC(N)IE=156.21 6"PVC(N)IE=158.00 4"PVC E IE=161.24 APPR)X. SIDE SEWER4"PVC(W)IE=161.24 LINE PER ASBUILTS d TREE DRIPLINE (TV.) FOUND 0.5" BRASS PIN IN j I I CONCRETE WITH PUNCH IN CASE I I a CONC BLOCK WALL DOWN 1.02' (RENT 1227 HELD I SD SD sD I SET REBAR W/ S 45TH PL FOR POSITION, EL:154.74) 3 I N` i STAMPED " 4 RIM EL=164.40 VERHANG SD SECURITY p :•. SSMH 11269 V STREET SIGN, 6"PVC E IE-158.38 CAMERA IN USE - I ---- - ----- O-------- ---- -- RIM EL=166.75 6.26 �......•. NO PARKIN 6"PVC(N)IE=158.38�111275, TYPE I---------------- 8 - - - ------ -- 6"PVC(NE)IE=158.38 RIM EL=161.46 FOUND 4X4 CONCRETE SS- I ss SD SD SD p SD MONUMENT WITH 2" BRASS DISC cSSMH PE ASBUILT - � - - - - - - - - W 0 31 WEA NE �Y YD #7015, TYPE I RIM EL=162.12 4"PVC(N)IE=161.27 4"PVC(E)IE=161.22 SET REBAR W/ CAP STAMPED "CORE 446 7'--r------ - Ss - - - - - - - - - - - - - - - - - - - D/W '- _ _ H 3 0 1 d! OHP OHP 0 P OHP W OHP W OHP W JAL FS oo N89 0154 "W 146.16 p� p a d FOUND REBAR 26.6' - SET_NAIL W/ WASHER S LINE OF THE S 5.5 ACRES OF THE N 25.5 W OF PROPERTY - - - STAMPED ' TORE 44653 - - - - - - -AC?LY- QFL TRAT-R=044 OFL Z�/f-S-HA4F-pF THE CORNER NE QUARTER OF SEC 31-23-5 I oHP P 20' ROADWAY EASEMENT 90 00 L_ o CB 8091 TYPE I 31230 RENTO RIM EL=156.16 REC. NO. 5973181 TPN: 1NN'I ° 54.79 12 PVC(SI)IE 1154 7 .0* 1 fP(N)Ifk-154,,11 SSMH #8213 RIM EL=156.76 12"PVC(S)IE=146.21 12"PVC(N)IE=146.06 1 PEDESTRIAN PATH THROUGH PARKING LOT SES 11/9/22 SHM 2 CITY COMMENTS SES 6 23 23 SHM SURVEYED: RDW SCALE` 3 CITY COMMENTS SES 10 1923 SHM DESIGNED: DRAWN: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: SHM NO. REVISION BY DATE AP P R APPROVED: SHM I I I I I I I 3 W � 3 � � I I J I I 9094 PLC GNTON 11 � I I I I I I I SET NAIL WASHER STAMPED COff 44653 _ 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 A SCALE: 1 " = 20' 0 10 20 40 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 11513" 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 AND MODIFIED UNDER RECORDING NUMBER 20190830000759. (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) 4. THIS SITE IS SUBJECT TO A PSE UTILITY EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20190926000715. (FOLLOWS PSE FACILITIES AS CONSTRUCTED, NOTHING TO PLOT) NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY GUARANTEE NUMBER 0140333-16 3RD REVISION DATED JULY 26, 2023. 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 JUNE 28, 2023. 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. PROJECT NO. 18242 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 1-31-23 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yq i 11 /07/2023 UR R-426402 DATE: HORIZZOONnTAU NAD 1983/1991 AIIOM& CITY OF ✓AN. 2022 PRI FIELDBOOK: RENTON DATUM BOUNDARY AND TOPOGRAPHIC SHEET DRAWING NO: Planning/Building/Public Works Dept. cl.02 SHEET: 2 OF: 10 011. ^ ` N cn O �02 J 0 N N M O 0 M N V