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Home My WebLink AboutR-426402LEGEND 9 O ® FOUND MONUMENT, AS NOTED O FOUND PROPERTY CORNER, AS NOTED O SEWER MANHOLE n CATCH BASIN TYPE I 0 CATCH BASIN TYPE II O YARD DRAIN ® WATER METER FIRE HYDRANT IRRIGATION METER ® IRRIGATION VALVE UTILITY POLE (- GUY ANCHOR ® POWER METER ® COMMUNICATION PEDESTAL JUNCTION BOX YARD LIGHT SIGN, AS NOTED 03M ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE Q' PINE MAPLE DECIDUOUS FVC FACE VERTICAL CURB D/W DRIVEWAY WCR WHEELCHAIR RAMP ss SEWER PIPE s0 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 S 45TH PL -4- 0 a 0 d .4a CB 8032 TYPE RIM EL=148.75 ° 6"CONC(S)IE=146.50 a 0 d. ° a a � FOUND 0.5" BRASS PIN IN CONCRETE WITH PUNCH IN 0.57' FOUND 0.5" BRASS PIN IN- ' CONCRETE WITH PUNCH IN 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 I I i I �n I I I I i I I I I I I I 4 I al y I. CB #8073. TYPE I g010 31" T LtC 055 TPN. TFL60 5 98 C�Au60T RO BUILDING 4430 CB 18146, TYPE I RIM EL=156.68 4"PVC(NE)IE=155.45 0 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 x VBF N99 O1 '54"W �44.10 �' x SD SSMH �8074 i N I I DECK WITH STAIRS RIM EL=150.37 PER ASBUILTS N i D W I 8"PVC(S)IE=145.17 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 � o I CONIC BLOCK WALL c� I T LZ \ SIGN FOR "SWANSON i a I NO PARKING GARDNER ATTORNEY I I SDMH 7003, TYPE II I as TPNT. 3GARDNER069 AT LAW a RIM EL=159.04 ° 6"PVC(S)IE=155.19 4512 TALBOT RD S BRICK COLUMN 8"CMP(W)IE=151.64 98055 I SDMH 8148 TYPE II a 8"CMP(E)IE=151.64 / I N'I I RIM EL=158.93 I � ? s i 36"CMP(N)IE=151.48 I.' a 3 D SD s 8"CMP(W)IE=151.28 $ CB 8095 TYPE I I 0 RIM EL=152.74 .... ........8"CMP(E)IE=151.2 cr 8"CMP(W)IE=151.16 I 10' ROADWAY & 8 j UTILITIES EASEMENT II.- ii 3 1 I i REC. NO. 8610311897 W ASPHALT I i � A �5 '•.. 4•I RAMP I I 00 i BUILDING OVERHANG I I U-) I 3 I a d• I I d. O I d A I 3 so CB 7004 TYPE I SDCO RIM EL=159.96 RIM EL=162.02W ON TOP I YD 7011, TYPE I 6"PVC(E)IE=156.41 6"PVC(E)IE=158.001 •..., RIM EL=161.94 6"PVC(N)IE=156.21 6"PVC(N)IE=158.00 4"PVC E IE-161.24 API ROX DE SEWER .• ° i �' I 4"PVC( )IE=161.24 LINE PER ASBUILTS a TREEI DRIPLINE (TYP.) o FOUND 0.5" BRASS PIN IN j I p CONCRETE WITH PUNCH IN CASE I I a CONC BLOCK WALLQ'1� DOWN 1.02' (RENT 1227 HELD I SET REBAR W/ CAP sD sD sD FOR POSITION, EL:154.74) I i STAMPED "CORE 4 SDCO SD RIM EL=164.40 VERHANG SECURITY SSMH 11269 I STREET SIGN, ------_'- - - - - 6"PVC(E)IE=158.38------_ CAMERA IN USE RIM EL=166.75 6.26 i ' ' NO PARKING i 6"PVC(N)IE=158.38 CB #11275, TYPE I - - - - - - - - - - - - - - - - - - - / I 6"PVC(NE)IE=158.38 RIM EL=161.46 8 FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC cSSMH PER ASBUILT SS -j - - - s5 - - - �� - s0 D SD - ' I - 7' 1D/W�`° a' --I------ ------------------- RIM EL=148.80 12"CMP(S)IE=145.45 18"CONC(N)IE=145.40 RIM EL=148.60 4"PVC(S)IE=146.59 4"PVC(W)IE=146.53 I... I �W 9 ---- �� 30.00 - L�j r 4.4 FVC VERTICAL DATUM NAVD88 ORIGINATING BENCHMARK FOUND MONUMENT IN TALBOT RD S SHOWN HEREON. RENT1227 EL: 154.74 BASIS OF BEARINGS 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. 0.1 2. MAP NUMBER 301-13 SPRINGBROOK ROAD, RECORDED IN COUNCIL'S RECORD VOLUME 23, PAGE 1626. LEGAL DESCRIPTION 909A PLC 312305- ON ON 1I TPN�L.i INN' I WEAINER I I YD 7015 TYPE I RIM EL=162.12 I 4"PVC(N)IE=161.27 4"PVC(E)IE=161.22 I SET REBAR W/ CAP I STAMPED "CORE 446 I 3 I SD--I/ D I I SS OH 3 0 dl - _ _ OHP OHP O P OHP W OHP W OHP W ----------- :. rS 00 N89 0154 "W 146.16 p� p a FOUND REBAR 26.6' - SET_NAIL W/ WASHER S L/NE OF THE S 5.5 ACRES OF THE N 25..5 W OF PROPERTY - - - STAMPED 'CORE 44653 - - - - - - -ACRE-,OF- &AZ-20R-770a 9E WE_5-HAF-TF THE r - - '� 9 CORNER NE QUARTER OF SEC 31-23-5 OHP P o ° CB 1809131 N . TYPE I 20' ROADWAY EASEMENT 30d,9 TON uLCI RIM EL=156.16 REC. NO. 5973181 LPN: N�REN ° 11254.79 PPVC(SI)IE 1154 7 WEPTHER�Y i I I � 3 Ln N 12"CMP(N)IE=154.11 SSMH 8213 RIM EL=156.76 12"PVC(S)IE=146.21 y 12"PVC(N)IE=146.06 Ln U" I CB PEK ASBUILTS MH PE I SET NAIL 1 WASHER I STAMPED "CORE 44653 _ - - J 10' ELECTRIC LINE EASEMENT REC. NO. 6023496 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 0'21'10" 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 = 26,294f SQUARE FEET (0.6036f 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. R-426402 RECORD DRAWING SURVEYED: RDW SCALE. VERTICAL• NAVD 1988 HORIZONTAL NAD 1983/1991 DESIGNED: DRAWN: ONE INCH DATU M CHECKED: SHY AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR NWMD; SHY SCALE ACCORDINGLY T 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 • CITY OF RENTON U'R N4mov BOUNDARY AND TOPOGRAPHIC SHEET Planning/Building/Public Works Dept. ,IAN. 2022 PAGE: Cl. 02 T: 2 OF: 10 1 cn 0 0 cn J i� CN O V