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Home My WebLink AboutP_Boundary & Topographic Survey_Goldsmith_191002_V2SSTTSSSDSD SD SD SD SDGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEE E E E E E E E E E E ET TT TTT T TTT TTTT T T T T T T T T T T T T T T T T T SSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXW W W W W W W W WWSSSSSSSSSSSSSSSSG G G G G G G G G WWGG G GGGGG GGGWWWGREENES CREEK(TYPE NS STREAM)WETLAND ACAT. IIIGREENES CREEK(TYPE NS STREAM)5761432TAX PARCEL #0323059120(NO SITE ADDRESS)OWNER: THOMAS J. DALPAYTAX PARCEL #80297700801606 MT BAKER PLACE NERENTON, WA 98059OWNER: XINGUO WE & JING-PING CHENTAX PARCEL #9477580130(NO SITE ADDRESS)OWNER: WINDSTONE HOATAX PARCEL #80297700901600 MT BAKER PLACE NERENTON, WA 98059OWNER: ALBERT CHONGTAX PARCEL #80297701201603 MT BAKER PLACE NERENTON, WA 98059OWNER: JOSEPH P. & BRIDGET E. LAMMERSTAX PARCEL #802977TR-B15' PUBL IC WATEREASEMENT PERPLAT20' PUBLIC WATEREASEMENT PER PLAT50' STREAMBUFFER15' BSBLSTONE R IDGE (AKA W INDSTONE )VOLUME 230 , PAGES 61-65LOT 8LOT 9LOT 12TRACT BLOT 7LOT 10LOT 11LOT 13LOT 14WINDSTONE D IV IS ION 5VOLUME 262 , PAGES 55-57LOT 8LOT 9LOT 10LOT 11TRACT ATRACT B75' BUFFER15' BSBLN87°49'06"W 380.03N16°29'59"W 433.63N56° 37 '22 "E 30 0 .2 5 N1°25'23"E 236.2030'30'30'30'42'21'21'21'21'NOTES1. HORIZONTAL DATUM: NAD 83/91, WASHINGTON STATE PLANE COORDINATES- NORTH ZONE, BASED ON CITY OF RENTONPUBLISHED GPS SURVEY CONTROL.2.BASIS OF POSITION: HELD THE SOUTHEAST CORNER OF SAID SECTION 3 (ALSO KNOWN AS CITY OF RENTON COR*1845 (N186,170.723, E 1,316,637.831 GRID)) - FOUND 3" DIAMETER CONCRETE MONUMENT WITH 1/2" BRASS PLUG IN CASE AT THEINTERSECTION OF SE 112TH STREET AND 148TH AVENUE SE, DOWN 1.3 FEET. SEE CITY OF RENTON SURVEY CONTROLNETWORK BOOK FOR A MORE DETAILED DESCRIPTION.3.BASIS OF BEARING: HELD THE BEARING BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE NORTHEAST CORNER OFSAID SECTION 3 (ALSO KNOWN AS CITY OF RENTON COR*2097 (N 191,108.653, E 1,316,760.449 GRID)) - FOUND CONCRETE NAILAT THE INTERSECTION OF SE 80TH STREET AND 116TH AVENUE SE TO BE N 01°25'21" E PER DIRECT INVERSE. SEE CITY OFRENTON SURVEY CONTROL NETWORK BOOK FOR A MORE DETAILED DESCRIPTION.4.ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS NOTED OTHERWISE. GRID DISTANCES AND COORDINATESWERE REDUCED TO GROUND DISTANCES USING A COMBINATION FACTOR OF 0.999980711 WHERE GRID DISTANCE DIVIDED BYCOMBINATION FACTOR EQUALS GROUND DISTANCE.5.THE BOUNDARY SHOWN HEREON REFERENCED THE FOLLOWING SURVEY SOURCES:A) UNRECORDED BOUNDARY AND TOPOGRAPHIC SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. HELD FORSUBDIVISION AND CENTERLINE OF SE RENTON-ISSAQUAH ROAD SHOWN HEREON.B)WINDSTONE DIVISION 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 262 OF PLATS, PAGES 55 THROUGH57, RECORDS OF KING COUNTY, WASHINGTON.C)STONE RIDGE (AKA WINDSTONE) ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 230 OF PLATS, PAGES 61THROUGH 65, RECORDS OF KING COUNTY, WASHINGTON.D)WINDSTONE DIVISION 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 241 OF PLATS, PAGES 16 THROUGH19, RECORDS OF KING COUNTY, WASHINGTON.E)RECORD OF SURVEY RECORDED IN VOLUME 259 OF SURVEYS, PAGE 239 RECORDS OF KING COUNTY, WASHINGTON.F)KING COUNTY ASSESSOR'S MAP FOR THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M.G)CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED MAY 2000 FOR HORIZONTAL AND VERTICAL CONTROL.6.THE FOLLOWING DECISIONS WERE MADE TO ESTABLISH THE BOUNDARY SHOWN HEREON:A)CALCULATED THE SUBDIVISION FOR THE SOUTHEAST QUARTER OF SAID SECTION 3 PER THE PLAT OF WINDSTONEDIVISION 5 AND ROTATED TO BE ON THE ABOVE NOTE DATUM. ALSO CALCULATED THE PLAT BOUNDARY AND ACCEPTEDTHE EAST LINE OF SAID PLAT TO BE THE WEST LINE OF THE SUBJECT PROPERTY.B)HELD THE NORTH LINE OF SAID PLAT OF WINDSTONE DIVISION 5 AND EXTENDED IT EAST TO THE WEST RIGHT OF WAY OF148TH AVENUE SE.C)HELD THE CENTERLINE OF 148TH AVENUE SE AS BEING ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SAIDSECTION 3.D)HELD THE CENTERLINE OF SE RENTON-ISSAQUAH ROAD AS BEING 30 FEET SOUTHEASTERLY OF THE SOUTHEASTERLYLINE OF THE PLAT OF WINDSTONE DIVISION 5.7.MONUMENTATION NOTED AS FOUND WAS FIELD VISITED ON APRIL 11, 2018.8.VERTICAL DATUM: NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED MAY 2000.MASTER BENCHMARK: CITY OF RENTON SURVEY CONTROL POINT1845- FOUND 3" DIAMETER CONCRETE MONUMENT WITH 1/2"BRASS PLUG IN CASE AT THE INTERSECTION OF SE 112TH STREET AND 148TH AVENUE SE, DOWN 1.3 FEET.ELEVATION = 467.758 FEET. (NAVD 1988)SITE BM#1: GOLDSMITH SURVEY CONTROL POINT DP*2- SET CONCRETE NAIL WITH TAG 3 FEET NORTH OF FOG LINE ON THENORTH SIDE OF SR 900 +/- 43 FEET WEST OF THE EAST END OF GUARD RAIL, 7 FEET WEST OF GREENES CREEK SIGN AND 35FEET EAST OF THE SOUTHWEST PROPERTY CORNER. SEE MAP FOR PLOTTED LOCATION.ELEVATION = 444.43 FEET. (NAVD 1988)SITE BM#2: GOLDSMITH SURVEY CONTROL POINT MON*50072 - FOUND 4" SQUARE CONCRETE MONUMENT WITH 2" BRASS DISKAND PUNCH IN CASE 3.8 FEET SOUTH OF END OF ASPHALT OF MT BAKER PLACE NE. SEE MAP FOR PLOTTED LOCATION.ELEVATION = 423.34 FEET. (NAVD 1988)SITE BM#3: GOLDSMITH SURVEY CONTROL POINT DP*1A - SET REBAR AND CAP IN GRAVEL ON THE EAST SIDE 148TH AVENUE+/- 65 FEET NORTH OF FIRE HYDRANT NEAR NORTHEAST FILLET AT THE INTERSECTION OF 148TH AVENUE AND SR 900 AND 3FEET EAST OF THE EDGE OF PAVEMENT OF 148TH AVENUE. SEE MAP FOR PLOTTED LOCATION.ELEVATION = 429.90 FEET. (NAVD 1988)SITE BM#4: SOUTHEAST PROPERTY CORNER - SET CONCRETE NAIL WITH TAG. SEE MAP FOR PLOTTED LOCATION.ELEVATION = 443.25 FEET. (NAVD 1988)9.PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS PER ELECTRONIC DRAWING FILES PROVIDED BYBARGHAUSEN PER A BOUNDARY AND TOPOGRAPHIC SURVEY DATED OCTOBER 28, 2016. GOLDSMITH HAS PERFORMED A SITEVISIT, REVIEWED SAID MAP, MADE SURVEY CHECKS TO OCCUPATION AND TAKEN ELEVATIONS AT SELECTED POINTS ACROSSTHE SUBJECT PROPERTY BETWEEN APRIL 11 AND 12, 2018, AND FOUND NO ISSUES. ELEVATIONS WERE TAKEN ACROSS THESITE BY BARGHAUSEN AND ARE AVAILABLE ELECTRONICALLY BUT ARE NOT ALL SHOWN HEREON FOR SAKE OF CLARITY.10.UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE FEATURESAND RECORDS OF THE APPLICABLE UTILITY PURVEYOR. ALL LOCATIONS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION.11.THE SUBJECT PROPERTY CONTAINS 107,172 SQUARE FEET OR 2.460 ACRES.12.THE WETLAND FLAGS SHOWN HEREON WERE SET BY ALTMANN OLIVER ASSOCIATES, LLC IN MARCH 2018 AND FIELDSURVEYED BY GOLDSMITH ON APRIL 12, 2018. SEE THE WETLAND BIOLOGIST REPORT FOR ADDITIONAL INFORMATION.13.SEE CREATIVE LANDSCAPE SOLUTIONS ARBORIST REPORT DATED MAY 9, 2019 FOR ALL TREE SIZE DIAMETERS, SPECIES ANDDRIP LINE DIAMETERS.14.TRAVERSING AND DATA COLLECTION WERE PERFORMED USING ONE OR MORE OF THE FOLLOWING INSTRUMENTS: A3-SECOND GT-503 TOPCON TOTAL STATION, A 3-SECOND PS-103A TOPCON TOTAL STATION, A 5-SECOND GPT-3005W TOPCONTOTAL STATION.ALL FIELD WORK WAS PERFORMED, AND EQUIPMENT MAINTAINED, IN COMPLIANCE WITH WAC 332-130.RECORD MATTERSALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM INFORMATION CONTAINED IN CHICAGO TITLEINSURANCE COMPANY SUBDIVISION GUARANTEE REVISION 3, GUARANTEE / CERTIFICATE NUMBER 0124796-16, DATED MAY 8, 2019.IN PREPARING THIS MAP, HUGH G. GOLDSMITH AND ASSOCIATES, INC. CONDUCTED NO INDEPENDENT TITLE SEARCH, NOR ISHUGH G. GOLDSMITH AND ASSOCIATES, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSESHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. HUGH G. GOLDSMITH AND ASSOCIATES, INC. HASRELIED WHOLLY ON CHICAGO TITLE INSURANCE COMPANY'S REPRESENTATION OF THE TITLE'S CONDITION TO PREPARE THISSURVEY AND THEREFORE HUGH G. GOLDSMITH AND ASSOCIATES, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TOTHAT EXTENT.EXCEPTIONS1.RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED.GRANTOR: NORTHERN PACIFIC RAILROAD COMPANYRECORDING NO.:342932RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDSOR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAYBE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS,INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE LAND.THE COMPANY MAKES NO REPRESENTATIONS ABOUT THE PRESENT OWNERSHIP OF THESE RESERVED AND EXCEPTEDINTERESTS.DOCUMENT ESTABLISHES RIGHTS WHICH CANNOT BE PLOTTED HEREON.2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: PACIFIC TELEPHONE AND TELEGRAPH CO.PURPOSE: THE RIGHT TO ERECT AND MAINTAIN POLES, WITH THE NECESSARY WIRES AND FEATURESRECORDING DATE: SEPTEMBER 24, 1917RECORDING NO.: 1162865AFFECTS: AS CONSTRUCTED OVER AN UNDETERMINABLE PORTION OF SAID PREMISESEASEMENT CANNOT BE PLOTTED FROM THE DESCRIPTION PROVIDED.EXCEPTION 3 REFERENCES TAXES FOR 2019. EXCEPTIONS 4 AND 5 PERTAIN TO TITLE NOTES AND DO NOT REFERENCE ANYPLOTTABLE ISSUES.LEGAL DESCRIPTIONTHAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHWEST CORNER OF SAID SUBDIVISION;THENCE SOUTH 87°49'08" EAST ALONG THE NORTH LINE OF SAID SUBDIVISION 251.24 FEET TO THE TRUE POINT OF BEGINNING;THENCE SOUTH 87°49'08" EAST 380 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF 148TH AVENUE SOUTHEAST;THENCE SOUTH 01°25'02" WEST ALONG THE SAID MARGIN 236 FEET, MORE OR LESS, TO THE NORTHWESTERLY MARGIN OFSUNSET HIGHWAY;THENCE SOUTHWESTERLY ALONG SAID HIGHWAY MARGIN 300 FEET, MORE OR LESS, TO A POINT THAT BEARS SOUTH 16°30'00"EAST FROM THE TRUE POINT OF BEGINNING;THENCE NORTH 16°30'00" WEST 433 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING.SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.BOUNDARY & TOPOGRAPHIC SURVEYFORDALPAY PROPERTIESDRAWN:JOB NO.APPROVED:PLOTTED:L:\2018\18067\3 DEVELOPMENT\CAD\HOST DRAWINGS\TOPO SURVEY\18067X01.DWG2019/10/02 12:11EMALMEMMMDALPAY PROPERTIES18067SHEETCITY OF RENTONKING COUNTYWASHINGTONSE 1/4, SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M.CITY OF RENTON, KING COUNTY, WASHINGTON0SCALE:60301" = 30'90148TH AVENUE SE MOUNT BAKER PL. NE MOUNT BAKER PL. NE NE 17TH STREETNE 17TH STREETTAX PARCEL #0323059120(NO SITE ADDRESS)OWNER: THOMAS J. DALPAYKnow what'sbelow.before you dig.CallRSTLEGENDBGBUILDINGBOFBLOW-OFFCB ICATCH BASIN TYPE 1CNSCONCRETE NAIL SETCORCORNERCOSSANITARY SEWER CLEAN-OUTCPPCORRUGATED PLASTIC PIPEDIDUCTILE IRONDP-SURVEY CONTROLEBELECTRIC BOXFHFIRE HYDRANTFNCFENCEGPGUY POLEIPIRON PIPELPLIGHT POLEPVCPLASTIC PIPERCFREBAR & CAP FOUNDRCSREBAR & CAP SETSMHSANITARY SEWER MANHOLETERTELEPHONE RISERTMHTELEPHONE MANHOLETSBTRAFFIC SIGNAL BOXTSPTRAFFIC SIGNAL POLEWMWATER METERWVWATER VALVEFENCE LINEUNDERGROUND ELECTRIC LINEGAS LINESANITARY SEWER LINESTORM DRAIN LINEUNDERGROUND TELEPHONE LINEWATER LINEXXEGGSSSDTWSE REN TON - ISSAQUAH ROAD (NE SUNSE T BOU LEVARD ) (SR 9 9 )SE REN TON - ISSAQUAH ROAD (NE SUNS E T BOU L E VARD ) ( SR 9 9 )3 210 1134 353 23SCALE:00012030601" = 60'SCALE:00012030601" = 60'10/2/19148TH AVENUE SE (NILE AVENUE NE)REV NO.DATEDESCRIPTIONMADECHECKED110/2/19UPDATED WETLAND INFORMATIONEMLN