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HomeMy WebLinkAboutP_ALTA_Topo_241002_v1.pdfALTA/NSPS LAND TITLE SURVEYTABLE A ITEMS1DEPICTED ON THIS MAP REPRESENTS THE MONUMENTS FOUND AS NOTEDI2__ __X8 A 9 778.66 -MEAS \LFOUND PUNCH IN \2-3/4” BRASS DISK VITEMS 1 THROUGH 8 PERTAIN TO GENERAL TITLE ITEMS NOTSURVEY RELATED.NE 12TH ST659.78’ PUBLIC ROAD9PERTAINS TO A LIEN OF REAL ESTATE EXCISE TAX.N0r09’28”E3x 34.49’LINE DISPUTES. WHERE AMBIGUITIESARENOTED, SAMTHE YEAR2-3/4” BRASS DISK7C.PREPARED BY THE FEDERALEMERGENCY MANAGEMENT0 JTHE YEARAGENCY (FEMA).\GROSS LAND AREA: ±179,663 S.F. / ±4.124 ACRES4VP±56,809 S.F. / ±1.304 ACRESPARCEL I16INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIESTHE YEARMAY EXIST. NO SUB-SURFACE EXPLORATION WAS MADETOVERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED25’4/o2/2v6aCURRENT ZONING CLASSIFICATION: CV - CENTER VILLAGEseg6bLOT 2,CITYOF RENTON LOT LINE ADJUSTMENT NO.25’814 PROPERTY SUBJECTTORESTRICTIONS, CONDITIONS,wi•L2**PARKING REGULATIONS PER RMC 4-4-80**C1— CQ57aEXTERIOR DIMENSIONS NOT SHOWN, BUILDINGS ON SITEo“oREMOVED, TEMPORARY JOB SHACK TO BEUIAT&T LEASE AREA -REC.#20021133001843 16(GPS) SURVEY TECHNIQUES GSM GPS/GNSSUSING LEICAC48•ohPARCEL III15 PROPERTY SUBJECTTORESERVATION OF UTILITIES IN16LOT 2 OFCITYOF RENTON LOT LINE ADJUSTMENTNO.,‘35—35%LLA-003-82, RECORDED APRIL 21, 1982 UNDER KING COUNTY88,9PARKING COUNT UNABLETOBE DETERMINED. SITERECORDING NO.8204219003,BEING ALL OF BLOCK40,A16CURRENTLY UNDER CONSTRUCTION.11a/ O76/KING COUNTY RECORDING NOS.6471624ANDRESPECTIVELY, ALL IN THE CORRECTED PLAT OFPARCEL II11b17 PROPERTY SUBJECTTOTHE TERMS AND PROVISIONSCONTAINED IN ’’CITY OF RENTON RESOLUTION NO.4289”/ SOLERA MANAGER LLCRECORDED UNDER RECORDING NUMBERS20180109000391813ADJOINING OWNERS SHOWN HEREON.PROPOSED9/ ROW DEDICATION16SITE AND ADJACENT PROPERTYTOTHE EAST AREYCURRENTLY UNDER CONSTRUCTION AS SHOWN HEREON.18 PROPERTY SUBJECTTOCONDITIONS AND RESTRICTIONSO’’ORDINANCE NO.5961”CONTAINED INRECORDED UNDERCITY OF RENTON STORM MAPPING PROJECT STRUCTURE #8298S17ICITY OF RENTON STORM MAPPING PROJECT STRUCTURE #906027/0<o19 PROPERTY SUBJECT TO EASEMENT, INCLUDING TERMS ANDCITY OF RENTON AS-BUILT FILES:PROVISIONS CONTAINED THEREIN, RECORDED UNDERSITE PLAN AND PROFILE18PLOTTABLE EASEMENTS ARE SHOWN HEREON.%oo.YO)20\BP OIL CO. GRADING PLAN20 PROPERTY SUBJECT TO EASEMENT, INCLUDING TERMS ANDFILE #R-201702oPROVISIONS CONTAINED THEREIN, RECORDED UNDERO&//O). “J _ .6 PARCEL III MoVLOT 2A21 PROPERTY SUBJECT TO EASEMENT, INCLUDING TERMS ANDCASE STAMPED ”LS 45174 2018'»PROVISIONS CONTAINED THEREIN, RECORDED UNDER0.55’ BELOW GRADE. (2/20)YIRENTON FIRE STATION NO. 12CASE STAMPED ”LS 45174 2018’99PROPOSED ROAD VACATIONRENTON FIRE STATION NO. 120.55’ BELOW GRADE. (2/20)I-L45.50’SOUTHEASTERLYOF THE FOUND MONUMENT OF THEL5C5N/N89'26’50”E37.28’N89"22’55”EA=36‘00’04”R=220.94’N54"38’06”W△=36'00’46” R=215.44’L=135.41’41.90’100’200’0SUNSET SEWER INTERCEPTORGRAPHIC SCALESUNSET SEWER INTERCEPTOR6,FOUND ’X’ IN 1-3/4” BRASS DISC IN 4”x4'99SUNSET SEWER INTERCEPTOR(06,33PeDFOUND PUNCH IN 1-3/4’»2BRASS DISC IN 4”x4'99REFERENCES- FOUND PUNCH IN 1-3/4” BRASSR129R2R3R4 BOUNDARY SURVEY BY KENNETH J OYLER, RECORDEDCURVE TABLE LINE TABLE2021 ALTA CERTIFICATIONTO:SOLERA MANAGER, LLC A WASHINGTON LIMITED LIABILITYCURVE DELTA RADIUS LENGTH LINE BEARING DISTANCECOMPANY, ITS AFFILIATES, SUCCESSORS AND/OR ASSIGNS;R5 OF SURVEY BY BENCHMARKSURVEYINGLLC,NE 12TH STUNDER RECORDING NO.20161214900021,60'15’43”N 54'18’02” W134.78’C131.50 33.13L1(RECORDS OF KING COUNTY, WASHINGTON.58'48’21”N 55'00’24” W4.76’C2 156.00 160.11L2st‘R6 RECORD OF SURVEY BY AMERICAN SURVEYING&Sul34'40’01”N 35'41’58” E164.09’C3 65.50 39.63L3weENVIRONMENTAL LLC, RECORDED UNDER RECORDING NO.AND FIRST AMERICAN TITLE INSURANCE COMPANY;20180131900004, RECORDS OF KING COUNTY, WASHINGTON.90'00’00”N 54'36’19” W16.86’C4 11.50 18.06L436'00’46”S 89'22’55” W9.18’C5 245.44 154.27L51N 00'37’05” W1.43’L6(NETOTHST7DATE OF PLAT OR MAP: 01/04/23ZAN .EE NALL, PLS.REGISTRATION NUMBER: #40094SOLERA TOWNHOMESREV# DESCRIPTION OF REVISION DATEBYPROJECT:SOLERA MANAGER, LLC#18/30/23EDITS PER NEW COMMITMENT AND ATTORNEY ZNSA/A/#212/27/23UPDATE SITE IMPROVEMENTSJM#3/#4(Y#51 /4/2024,Enrique.Mancilla,20032_2023 ALTA-TH1 OF 4Ki6UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION.PARCEL II - ±75,365 S.F. / ±1.730 ACRESPARCEL III - ±47,489 S.F. / ±1.090 ACRESUTILITY LOCATIONS SHOWN HEREON ARE BASED UPON AS-BUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS005€ NE 10TH ST:HELD THE FOUND C MONUMENT AT NE SUNSET BLVD, OFFSETN05‘54’59”E24.59’MONUMENT LINE HOLDING 310.90’ PER REFERENCE NO. 6, HELD C GEOMETRY TO HARRINGTON AVE NE PER REFERENCE. NO. 4.BUSH, ROED & HITCHINGS - STORM DRAINAGE PLAN FILE #R-275506BUSH, ROED & HITCHINGS - STORM DRAINAGE PLAN FILE #R-307405PARCEL IIPARCEL II108.44’ MON-MON104.04’ MON-CL /SUNSET LANE NE:HELD FOUND BOLT AT HARRINGTON PL NE, THE WESTERLY OF 2 BOLTS AT ANGLE POINT AND CALCULATED INTERSECTION WITH C NE 10TH ST HOLDING 306.46’ FROM C MONUMENT AT NE SUNSET BLVD PER REFERENCE NO. 5.N/A (NOT AVAILABLE OR NOT ASSIGNED) N/A (NOT AVAILABLE OR NOT ASSIGNED)FOUND PUNCH IN 1 3/4” BRASS DISC IN 4”x4” CONC MON IN CASE STAMPED ”LS 45174 2018” 0.55’ BELOW GRADE. (2/20)FOUND 1/4” BRASS PIN IN CONC IN CASE 1.0’ BELOW GRADE. (2/20)BLOCK 40 CORRECTEDPARCEL BOUNDARIES:PER LEGAL DESCRIPTIONS AS SHOWN IN THIS SURVEY & HOLDING PUBLISHED RIGHT OF WAY LINES, HELD FOUND REBAR & CAPS TO ESTABLISH SOUTHERLY LINE PARCEL C.6647013, RENTONRECORDING NUMBER 20200327001740.(NOT PLOTTABLE - AFFECTS PARCEL III)THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTYPORTION OF TRACT 46C, A PORTION OF THE PUBLIC USE AREA AND A PORTION OF VACATED STREETS AS VACATED BY CITY OF RENTON ORDINANCE NOS. 2465 AND 2553, RECORDED UNDEREQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090.CITY OF RENTON FILE #S-226804FLOOD ZONE CLASSIFICATION: ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER FLOOD INSURANCE RATE MAP NUMBER 53033C0668G, REVISED AUGUST 19, 2020, COMMUNITY NUMBER 530088, PANEL NUMBER 0668, SUFFIX G, RENTON, CITY OF, ASCITY OF RENTON FILE #R-307603CITY OF RENTON FILE #R-307606CITY OF RENTON FILE #S-226803CITY OF RENTON FILE #S-226805SUNSET TERRACE FILE #AB—365823RECORD RECORDED39.18’L=138.82’UTILITIES ARE SHOWN HEREON PER 2021 ALTA, UTILITIY LOCATES FOUND DURING RECENT SITE VISIT AND PLANS AND/OR REPORTS.UTILITIES ARE SHOWN HEREON PER 2021 ALTA, UTILITIY LOCATES FOUND DURING RECENT SITE VISIT AND PLANS AND/OR REPORTS.CONC MON IN CASE 0.55’BELOW GRADE. (2/20)HAVE BEEN REMOVED.15241 NE 90th Street, Suite 100Redmond, WA 98052 Office: 425-823-5700 email: info@sam.bizC.O.R. LOT LINE REVISION LLA 003-82PLAT OF RENTON HIGHLANDS NO. 2 V.57 / P.92-98DISC IN 4”x4” CONC MON IN CASE STAMPED ”LS 45174 2018’ 0.55’ BELOW GRADE. (02/20)—pUNDER RECORDING NO. 9612099001, RECORDS OF KING COUNTY, WASHINGTON.o oTPN: 7227801205SOLERA MANAGER LLCLEGAL DESCRIPTIONPARCEL ILOT LINE ADJUST LLA-003-82 BY KENNETH J OYLER, RECORDED UNDER RECORDING NO. 8204219003, RECORDSOF KING COUNTY, WASHINGTON.STORM AND SEWER AS-BUILT REFERENCES_______CITY OF RENTON STORM MAPPING PROJECT STRUCTURE #8133.i i uHORIZONTAL DATUM______________________________NAD ’83/’91 (WA NORTH ZONE) PER GPS HxGN SMARTNET, ASVERIFIED TO CITY OF RENTON CONTROL POINTS NO.’S 57 & 398TPN: 3122000000 CONDOMINIUM MULTIPLE OWNERSAND 20160628000622.(NOT PLOTTABLE - AFFECTS PARCEL III)RECORDING NUMBER 20220623001360.(BLANKET EASEMENT - AFFECTS PARCEL I PER TITLE)RECORDING NUMBER 20220623001406.(BLANKET EASEMENT - AFFECTS PARCEL III)7— UTILITY ESMT REC.#200211330018435’ UTILITY ESMT REC. ।#20021133001843 1CASTLE GT COMPANY LLC AS RECORDED UNDER RECORDING NUMBER 20021122001843.(PLOTTED - AFFECTS PARCEL I)FOUND 1/2” REBAR & CAP STAMPED ”LS 45174’ AT GRADE. (2/20)SURVEY NARRATIVE_______________________________€ NE SUNSET BLVD: HELD FOUND C MONUMENTS AT NE 10TH ST & KIRKLAND AVE NE.FOUND PUNCH IN 1-3/4” BRASS DISC IN 4”x4” CONC MON IN CASE 0.3’ BELOW GRADE. (2/20)RECORDING NUMBER 20221024001003.(BLANKET EASEMENT - AFFECTS PARCELS I, II & III)NOTES_______THE INFORMATIONTHA ARCHITECTURE - RENTON HIGHLANDS LIBRARY FILE #R-375213O ui 0)€ KIRKLAND AVE NE:HELD PLAT C ANGLES WITH NE SUNSET BLVD & NE 12TH ST TO CALC P.I., HELD PLAT TANGENT.ANSTEY ENGINEERING - DRAINAGE SITE PLAN BMP FILE #R-398204EQUIPMENT NOTES_______________________________PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM20’ MAX. 15’ NONE NONETHERE IS KNOWN PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, AND THERE IS EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.PROPOSEDROAD DEDICATIONPARCEL IILOT 1 OF CITY OF RENTON LOT LINE REVISION NO. LLA 003-82, RECORDED APRIL 21, 1982 UNDER RECORDING NO. 8204219003, IN KING COUNTY, WASHINGTON.ITEMS 22 THROUGH 29 PERTAIN TO GENERAL TITLE ITEMS NOT SURVEY RELATED.THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(a), 6(b), 7(a), 8, 9, 11(a), 11(b), 13, 16, 17, 18, 19 AND 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON JULY 25, 2023 AND UPDATED DECEMBER 20, 2023.SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK IS SHOWN HEREON.LUA22-000265, RECORDED AUGUST 25, 2022 RECORDING NO.20220825900001, IN KING COUNTY, WASHINGTON.HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, RECORDS OF KING COUNTY, WASHINGTON.€ NE 12TH ST:HELD FOUND C MONUMENTS AT EDMONDS AVE NE & KIRKLAND AVE NE.VACATED STREET AREA AND THE RIGHT TO MAINTAIN THE SAME AS SET FORTH IN ORDINANCE NO. 2465, RECORDED UNDER RECORDING NO. 6471624.(NOT PLOTTABLE - AFFECTS PARCEL III)THE NEW HOUSE COMPANY WASHINGTON LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS AFFILIATES, SUCCESSORS AND/OR ASSIGNS;SITE HAS NO INDICATED WETLANDS, CEMETERIES OR BURIAL GROUNDSBASIS OF BEARINGS_______________________________HELD A BEARING OF NORTH 00'59’35” EAST ALONG THE WESTLINE OF THE NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5EAST, W.M. BETWEEN CITY OF RENTON CONTROL POINTS 57 AND 398.€ HARRINGTON PL NE:HELD PLAT C ANGLE WITH SUNSET LN NE, EXTENDED TO C NE 12TH ST TO CALC P.I., HELD PLAT TANGENT.RIGHT OF WAY PLANS BY WASHINGTON STATE DEPARTMENT OF HIGHWAYS, SR 900, MP 12.57 TO MP 14.46, 116TH AVE SE TO 138TH AVE SE, SHEETS 2 OF 5 & 3 OF 5, RECORDS OF KING COUNTY, WASHINGTON.MATTERS OF RECORD - PER TITLE__________________PER COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE #NCS-1192002-WA1. REVISION #2 DATED NOVEMBER 21, 2023 AT 7:30 A.M.RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES.0)QCORRECTED PLAT OF RENTON HIGHLANDS NO. 2, RECORDED IN VOLUME 57 OF PLATS, PAGES 92-98, RECORDS OF KING COUNTY, WASHINGTON.13 PROPERTY SUBJECT TO POTENTIAL CHARGES, FOR THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGE.(NOT PLOTTABLE - NON SURVEY RELATED)DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE CORRECT PLAT OF RENTON HIGHLANDS NO. 2 RECORDED AS VOLUME 57 OF PLATS AT PAGES 92 THROUGH 98, IN KING COUNTY, WASHINGTON.(PLANTING AREA EASEMENT NOW WHOLLY CONTAINED WITHIN NE SUNSET BLVD - AFFECTS PARCELS I, II & III)RESULTS OF A SURVEY CONCLUDED ON JULY 25, 2023 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.Lu sO 2NW 1/4, SEC. 9, TWP. 23N„ RGE. 5E„ W.M. CITY OF RENTON, KING COUNTY, WASHINGTONFOUND PUNCH IN 1/4” BRASS PLUG IN CONC IN CASE 0.9’ BELOW GRADE, HELD FOR LINE. (3/20) C.O.R. #398i\\TPN: 7227801785SOLERA MANAGER, LLCPROPOSED ROAD DEDICATION0) o/ / i i10 PROPERTY SUBJECT TO GENERAL TAXES FOR 2024 FOR TAX ACCOUNT NO.: 722780-1405-04. (AFFECTS PARCEL I)12 PROPERTY SUBJECT TO GENERAL TAXES FOR 2024 FOR TAX ACCOUNT NO.: 722780-1785-04. (AFFECTS PARCEL III)11 PROPERTY SUBJECT TO GENERAL TAXES FOR 2024 FOR TAX ACCOUNT NO.: 722780-1235-00. (AFFECTS PARCEL II)BLOCK 39 CORRECTED PLAT OF RENTON HIGHLANDS NO. 2 V.57 / P.92-98in oI)r15’ INGRESS, EGRESS & UTILITY ESMT. REC. #200211330018435’ ESMT. REC. -#20021133001843 /8 ‘IN CONC IN CASE 0.7’ BELOW GRADE, HELD FOR POSITION. (3/20) C.O.R. #57TPN: 7227801660 RENTON HOUSING AUTHORITYFOUND 1/4” BRASS PIN IN CONC IN CASE 0.8’ BELOW GRADE. (2/20)N88'58’03”W 1726.17-MEASADDRESSES:PARCEL I - N/A (NOT AVAILABLE OR NOT ASSIGNED)LOT 1TPN: 7227801235FOUND PUNCH IN 1-3/4” BRASS DISC IN 4”x4” CONC MON INFOUND PUNCH IN 1-3/4” BRASS DISC IN 4”x4” CONC MON INCONC MON IN CASE STAMPED ’’LS45174 2018” 0.6’ BELOW GRADE. (2/20)/ 5.50’ JN35'41’19”ECALC POSITION- (PER REF. 5)JOB NUMBER:DATE?SCALE:SURVEYOR: TECHNICIAN: DRAWING:TRACT ID: PARTYCHIEF:PAGE:/- FOUND PUNCH IN BOLT IN ASPHALTi 0.1’ BELOW GRADE. (2/20)\ [DESTROYED BY CONSTRUCTION ’23] L FOUND PUNCH INBOLT IN ASPHALT 0.1’ /BELOW GRADE. (2/20) /[DESTROYED BY /CONSTRUCTION ’23] - /ZONING SETBACKS:FRONTSECONDARY FRONT REARSIDEFOUND 1/2” REBAR & CAP STAMPED ’’KJOYLER 5524” 0.2’N. x 0.3’W. OF CORNER AT GRADE. (2/20)PROPOSEDROAD DEDICATIONPROPOSEDROAD DEDICATIONFOUND PUNCH IN— BOLT IN ASPHALT 0.3’ BELOW GRADE. (3/20) /TPN: 7227801201 YADAV & GILL LLC ,ZE m — o 720-032 01/04/2024 ~1" = 80, ZLNERM20032 ALTAPROPOSEDROAD DEDICATION//ITPN: 6377300000 OLYMPIC CONDOMINIUMJV/.8 /ORD. #2325VACATED —/HARRINGTON PL NE /LJJ ZLJJ<0 a 2 o2 a LJJ9soALJJ Z+ <Q 2 <YQ ’YCO < LJJ 2I(16) PROPERTY SUBJECT TO A LEASE MADE BY THE CROWN0/9 / 2”// 0/ 29.7 — 4o O J • 1951%\ 2 6. / O $ Q<y.L=185.77’ R=181.00’A=58'48’21” (HELD PI-TANGENT PER REF.1)LZin Wui Z<z 2- O .2-or Q.< x -′ [PARCEL ILOT 2TPN: 7227801405SOLERA MANAGER LLC/V /Y c8 %o,007e/ 0 /MEW LOT 1[UNDER CONSTRUCTION]oX s06/ <9 99, %C /m Z x Q N) < m L io no O/ 6/ /9 4/PL s Co A8 £VICINITY MAP N.T.S.ZZ ui ro 2 Z N 2 5a s =20′ PROPOSEDROW DEDICATIONL6 N54'38’06”W_-----. 39.49’-ML15. - 0o.OC. 7%) 4′4/ A* 80 SA/0202 9<0 _ .&%0) 9,005)। REC. #8204219003Vs..V6.1o6 40094 ISTE270 /> V/9 sO) CMA XA2G 00/ %.in 0 D) 0) 8 m o o z129.6)0—© /PROPOSED ROAD DEDICATION8LEE, 37 (A(I g004 &6* /Xo9 /.YN <5 88— 0-R w P UK) ALTA/NSPS LAND TITLE SURVEYGCGT1I—IG)r1c2&TPPPPF4C24PP4P__Lr__JxSSSsS-SSSS-wSSXwwWwSS—U U-WPWrioWWWWWWW-W>1wWW2-wWJnG)SD--SDSD-SD-—SD-U USD-5-SD-SD-2CG7GFO—DrAdG=CC-G-----u —GS\4PROPOSED ROAD DEDICATIONC.35,24AVA4s<5-G<5, *Z1 o4<3. 4Gs200’100’0d1ndw—wso.GRAPHIC SCALE5sBASIS OF BEARINGSA4.t ...s352(w)(SE)i12” CPP IE 344.83 (NE)s<QQG4AA4Q2LOILOI4QJILEGEND/sO.।QIgIV-C4.9-x--x-o SSdQCONCRETE PAVING4I4RAASPHALT PAVING—GRAVEL SURFACEX<6,I360PROPOSED UTILITY LINES:G2(w)Q9//~~P//N44)A.P46PQ9477C------ P4POpQP/p<//hA.4QQOh/7ISEE SHEET 3 OF 4SOLERA TOWNHOMESDATE BYDESCRIPTION OF REVISIONREV#PROJECT:SOLERA MANAGER, LLCASA/A#18/30/23EDITS PER NEW COMMITMENT AND ATTORNEYZNsyOCo/#212/27/23UPDATE SITE IMPROVEMENTSJM#3#4#5‘ONAI2 OF 4SD--G—G44sSS-—WSD-—G—GSS--W-SSw--ss w —12” CMP IE 345.5512” CMP IE 345.508” MP IE 345.538” MP IE 345.43co coto 0)SDMH 11818RIM 355.07SHEET 2 OF 4SS SD -P- -T- -W- -G- -X-SHEET 3 OF 4II15241 NE 90th Street, Suite 100Redmond, WA 98052 Office: 425-823-5700 email: info@sam.bizXXL______SHEET 4 OF 4।।SANITARY SEWER LINESTORM DRAIN LINEPOWER LINETELECOMMUNICATIONS LINEWATER LINEGAS LINECHAIN LINK FENCE LINE (CLFNC)SANITARY SEWER LINESTORM DRAIN LINEWATER LINECy IO D)INDEX 1" = 400'I iFOUND MONUMENT IN CASE FOUND SURFACE MONUMENT FOUND REBAR AND CAP AS NOTED POWER JUNCTION BOX TELECOMMUNICATIONS JUNCTION BOX UTILITY POLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE CATCH BASIN STORM DRAIN CLEANOUT STORM DRAIN MANHOLE FIRE HYDRANT IRRIGATION CONTROL VALVE WATER METER WATER VALVE WATER VAULT GAS METER GAS VALVE MONUMENT LINE()OLO to8—SS W —(O LO N)-G- == Fo=IIIIIIIHELD A BEARING OF NORTH 00’59’35” EAST ALONG THE WEST LINE OF THE NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BETWEEN CITY OF RENTON CONTROL POINTS 57 AND 398.-SS-—WQ 6 Li •0Q 0NAI —_______________SDMH 9084RIM 353.208” CPP IE 344.40 (SE) 12” CPP IE 344.00 (SW) 12” CPP IE 343.80 (NE)LO toCB 11670RIM 350.20O OCB 1294__________________RIM 351.006” MP IE 350.00 (NE)CB 9089__________________RIM 350.526” CPP IE 349.23 (S)6” CPP IE 349.13 (N)tyW ()QLL QQ U 0) C Q O Q QCB 1174_________________RIM 350.138” IP IE 349.24 (NW)CB 2460_____________________RIM 354.9612” CPP IE 349.34 (NW)12” CPP IE 349.09 (SW)NW 1/4, SEC. 9, TWP. 23N„ RGE. 5E„ W.M. CITY OF RENTON, KING COUNTY, WASHINGTON) CCB 1309_______________RIM 352.856” IP IE 351.65 (W)© @ O Z X□ o SD ©) cO CA •i 0) o Q_ O CL CLI co LO N)6+T------G===GSS——W—G------------------SDMH 11819RIM 354.83NICV a X w O| KMLFOUND PUNCH IN BOLT IN ASPHALT 0.3’ BELOW GRADE. (3/20)36- aSSMH 11814RIM 355.60CB 50037___________________/ RIM 355.027 6” CONC IE 353.9 (SW)[PER R-307603]JOB NUMBER:DATE?SCALE:SURVEYOR: TECHNICIAN:DRAWING:TRACT ID:PARTYCHIEF:PAGE:—0 SDMH 11813RIM 355.92 6” CONC IE 351.55 (SE) 6” CONC IE 351.45 (NE) 8” CONC IE 351.25 (NW) 24” CPP IE 344.35 (N) 36” CPP IE 344.35 (E) 36” CPP IE 343.50 (W) [PER R-307603]---------------SD-----------------------------CB 1256_____________________RIM 355.006” CONC IE 353.91 (NW) [PER R-307603]_____________________SDMH 9087RIM 350.698” MP ELBOW IE 347.69 (SE)6” CPP IE 345.49 (S)8” CP IE 345.19 (NE)12”CMP IE 345.59 (SW)20-032 01/04/2024 ~1" = 80'ZLNERM I20032 ALTAUNDER CONSTRUCTIONUNDER CONSTRUCTIONUNDER CONSTRUCTIONSD- —G —Gk.________________ SDMH 9088RIM 351.036” PVC IE 347.23 (N)12” CMP IE 345.88 (E)18” CONC IE 345.63 (NW) [PER COR-SSFMP]43°.6 Aso______________CB 50199CAR PARKED ON-TOPI RIM 354.26/RIP-RAPAREA. . CONSTRUCTION.. ENTRANCE .SDMH 11409________________RIM 353.576” CPP IE 349.63 (E)8” CPP IE 348.63 (E)6” MP IE 346.83 (SW)8” CPP IE 345.63 (NE)______________SDMH 1394RIM 355.44 [NOT SET] 8’’ CPP IE 350.95 (SW) 12” CPP IE 349.88 (N)1 ,__L_____ >8oo" /TEMPORARY/ CONSTRUCTION OFFICE /o18°6o8J Ioo_______________ CB 50044RIM 354.968” CONC IE 353.8 (SE) [PER R-307603]roCy o /)ooOOOoooO2oOLEE . of WAS) st 777OOON/S qNE 12TH ST -----------------W-----------.3°OOVN)/3 //Q //< /8QL -C - --=58/65 ,AA 4 .G GO0‘/QFFO= EpFo-99 /V <vo. W’Lm 2.//40094 eUCISTE ALTA/NSPS LAND TITLE SURVEYSEE SHEET 2 OF 47O21i7 C<5,360/G2Qr1,<2//-P//N447/P6_Lr - -iPQj8.G717—p4Op.pIOrir-P/-P7hAJGQJO6” CPPIE 349.13 (N)h/Op.<2QGo©d(GQOIG.GlIOdO38.2’OpG.PSThNG❖/G.</Co/hO/OpCooGLCH—ZlCo0PO2.5’OpLIGHT BASE( LIL269A4/o'/D)ASo%2.6’A035604I/So(sw)SDGSossl7489ZAQ.LIGHT BASEA89A0///GlIA94AG/A/ANJ.AAP. AOA• /4<5,0100’0x7-4—GRAPHIC SCALEOA<5,429.1’AA .348AOAA<BASIS OF BEARINGS48A—LIGHT BASE/S4 4:2//416 /$,/OA/ 944.LEGENDjA9G O/ A2.0’• 4 •47<o SSX XCONCRETE PAVING26.9’jA4ASPHALT PAVINGG.4GRAVEL SURFACESS/4OPROPOSED UTILITY LINES:—8”4G.XCiA/4 ' •DGAFOUND 1/2” REBAR & CAPSTAMPED ’’KJOYLER 5524”43520.2’N. x 0.3’W. OF CORNERAT GRADE. (2/20)GA//SOLERA TOWNHOMESREV# DESCRIPTION OF REVISION DATEBYPROJECT:SOLERA MANAGER, LLCASEE SHEET 4 OF 4#18/30/23EDITS PER NEW COMMITMENT AND ATTORNEY ZNSA/AeO#212/27/23UPDATE SITE IMPROVEMENTSJM/#3#4v4009OPCisTElgV/0s. .. 5#5^413 OF 4SEARCHED, NOT FOUND30’ FOR CAMERA0Q pDUMPSTER ENCLOSUREDUMPSTER ENCLOSUREPOWER METER BANKCONC WALLLEANING SE.SEARCHED, NOT FOUNDCOMM.VAULT12” CPP IE 339.9118” CPP IE 340.01METER REMOVEDBOLLARDS REMAINLIGHT BASESHEET 2 OF 4CB 1239RIM 351.99 [NOT SET] 8” PVC IE 349.23 (NE) 8” PVC IE 349.19 (SW) 12” PVC IE 349.18 (NW)55215241 NE 90th Street, Suite 100Redmond, WA 98052 Office: 425-823-5700 email: info@sam.bizSDMH 1359__________________RIM 353.65 [NOT SET] 12” CPP IE 346.11 (SE) 12” CPP IE 345.94 (NE) 12” CPP IE 346.05 (SW)SS SD- -P- -T- -W- -G- -X-A4.' 4ASPHALT & CONC BURIED UNDER CONST.SHEET 3 OF 4DEPRESSED CURBL______SHEET 4 OF 4\\CB 2517____________________RIM 353.588” CPP IE 348.16 (N)12” CPP IE 340.36 (NE)SANITARY SEWER LINE STORM DRAIN LINE WATER LINE— LIGHT BASESANITARY SEWER LINESTORM DRAIN LINEPOWER LINE TELECOMMUNICATIONS LINE WATER LINE GAS LINECHAIN LINK FENCE LINE (CLFNC)INDEX 1" = 4001LO N)COLOFOUND MONUMENT IN CASEFOUND SURFACE MONUMENTFOUND REBAR AND CAP AS NOTEDPOWER JUNCTION BOXTELECOMMUNICATIONS JUNCTION BOXUTILITY POLESANITARY SEWER CLEANOUTSANITARY SEWER MANHOLECATCH BASINSTORM DRAIN CLEANOUTSTORM DRAIN MANHOLEFIRE HYDRANTIRRIGATION CONTROL VALVEWATER METERWATER VALVEWATER VAULTGAS METERGAS VALVEMONUMENT LINESSMH 1129RIM 349.96SSMH 10350_____________RIM 348.678”CP IE 345.64 (NE)8”CP IE 345.44 (SE)8”CP IE 345.34 (SW)— FOUND PUNCH IN BOLT IN ASPHALT 0.1’ BELOW GRADE. (2/20) [DESTROYED BY CONSTRUCTION ’23]SSMH 10690 BURIED RIMCONCRETE BUILDING PADTOPPEDDECOMMISSIONEDCONCRETE BUILDING PADa0 w-/ / / /i iHELD A BEARING OF NORTH 00'59'35" EAST ALONG THE WEST LINE OF THE NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BETWEEN CITY OF RENTON CONTROL POINTS 57 AND 398.CB 1294__________________RIM 351.006” MP IE 350.00 (NE)\\ \\\CB 9089__________________RIM 350.526” CPP IE 349.23 (S)CB 1438___________________RIM 348.328” PVC IE 345.51 (SE)8” PVC IE 345.53 (SW)/1 !/1 i!iiii4 jSDMH 1439__________________RIM 350.6612” CPP IE 339.61 (SE)18” CPP IE 339.19 (NE)18” CPP IE 339.27 (SW)CB 2460_____________________RIM 354.9612” CPP IE 349.34 (NW)12” CPP IE 349.09 (SW)NW 1/4, SEC. 9, TWP. 23N., RGE. 5E„ W.M. CITY OF RENTON, KING COUNTY, WASHINGTON/ CB 1174___________________/ RIM 350.138” IP IE 349.24 (NW)CB 2509COVERED W/ STEEL PLATE X□ o SD ©36-sDEPRESSED CURB© @ O Z XPARTIALLYBURIEDCB 1435 RIM 348.06 VC IE 344.67 (SE)4, e&SSMH 2479 -RIM 351.17 3[NOT SET]SDMH 2503> RIM 352.01[NOT SET]— FOUND PUNCH IN/ BOLT IN ASPHALT 0.1’ BELOW GRADE. (2/20), [DESTROYED BY' CONSTRUCTION ’23]WALK REMOVED TO EASTSS-0IXHCV EX W 1ST© ML/ / ,Q O 1IJOB NUMBER:DATE?SCALE:SURVEYOR: TECHNICIAN: DRAWING:TRACT ID: PARTYCHIEF:PAGE:X CB 1437_____________________RIM 348.998” PVC IE 345.24 (NE)8” PVC IE 345.27 (W)___________SSMH 6194RIM 347.188”CP IE 336.28 (E) 8”CP IE 335.58 (NE) 8”CP IE 334.58 (W)_________________ CB 11670RIM 350.20 12” CMP IE 345.55 (NE) 12” CMP IE 345.50 (W)AREA DEMOLISHED20-032 01/04/2024 ~1" = 80, ZLNERM20032 ALTANE FENCE CORNER IS 0.7’NW OF PROPERTY LINEUNDER CONSTRUCTIONFOUND PUNCH IN BOLT IN ASPHALT 0.3’ BELOW GRADE. (3/20) y /UNDER CONSTRUCTION/TEMPORARY CONSTRUCTION OFFICEUNDER \CONSTRUCTION \43%o/6// ///h.________________ SDMH 9088RIM 351.036” PVC IE 347.23 (N)12” CMP IE 345.88 (E)18” CONC IE 345.63 (NW) [PER COR-SSFMP]48.9098G99OooO Q) 6/77SO78.99 0o-O.99No.8ooo-Oo/ /'/ /// //,O%(jGo.9Q © ■ Q' /cOy I /)200’ =J iOC(o(V/ Q /O C0, C /\) 0O‘%J442/ / A / © 688©Q /O.SS44LEE ^<6045* 8774?%.?$Q//// //G4 ALTA/NSPS LAND TITLE SURVEYSEE SHEET 3 OF 4A/AA/4AA8”VC IE 344.67 (SE)AGrnXCo i_ _ i______।I,ADG./41352__Lr--j(NE) (W)G.ONA—IG.350J199(w)O18” CPP IE 338.776’ CLFNCO18” CPP IE 338.62—'Q.O/e4IOIG348\GSS—G\—G.AG—X ?AX34’BFNC—IAGSD।—Nl100’200’0yiV—GRAPHIC SCALE—3^38I360BASIS OF BEARINGS/36%—3540LCH GIANT PILEI—\\I/PROPQ—ROW DEDICATIO\\O-BASE/9\hIO80,l\TELECOMM VAULT180A .$I344©342EMPTY POWER VAULTVOAALEGEND2GA<4WATER VAULTSA4CB11188AAA4338.89sxe4A4<5,4. 4PI44A9918A2■so.4.4A--------0 SSX XWWA<6,ASSSACCONCRETE PAVINGP?9jn4*■ .4Ss.AAAA480C4ASPHALT PAVING4. .. 4-Ss.W44—ACABINETGRAVEL SURFACESsNWZ G/PROPOSED UTILITY LINES:V•Ss.4WASDASAeA<A4A■ 4AAA,aA—SoSOLERA TOWNHOMESREV# DESCRIPTION OF REVISION DATEBYPROJECT:AASOLERA MANAGER, LLCA#18/30/23EDITS PER NEW COMMITMENT AND ATTORNEY ZNSA/AJC.A#212/27/23UPDATE SITE IMPROVEMENTSJM‘A/#3Ahy4#4/A(#5h.4 OF 4riSiYCB 10216RIM 340.64LIGHT BASELIGHT BASEGRAVEL PILECMr4 k—SS4aSSAS. END CLFNC IS 0.9’ NW OF LINE.CONC WALL LEANING SE.CB 11205RIM 339.90-MONUMENT LINE PER RECORD OF SURVEY REC. #2018013190004LIGHT BASEEASTERLY EDGE OF ASPHALT, IN DISREPAIR FROM CONSTRUCTIONSHEET 3 OF 4SHEET 2 OF 4L______SHEET 4 OF 415241 NE 90th Street, Suite 100Redmond, WA 98052 Office: 425-823-5700 email: info@sam.bizSS SD- -P- -T- -W- -G- -X-i i ii i\\i iSANITARY SEWER LINE STORM DRAIN LINE WATER LINEINDEX 1" = 400'SSMH 11193RIM 339.29SDMH 2665________________RIM 341.2112” PVC IE 333.91 (W)18” PVC IE 333.41 (N)18” PVC IE 333.41 (S)FOUND MONUMENT IN CASEFOUND SURFACE MONUMENTFOUND REBAR AND CAP AS NOTEDPOWER JUNCTION BOXTELECOMMUNICATIONS JUNCTION BOXUTILITY POLESANITARY SEWER CLEANOUTSANITARY SEWER MANHOLECATCH BASINSTORM DRAIN CLEANOUTSTORM DRAIN MANHOLEFIRE HYDRANTIRRIGATION CONTROL VALVEWATER METERWATER VALVEWATER VAULTGAS METERGAS VALVEMONUMENT LINESANITARY SEWER LINESTORM DRAIN LINEPOWER LINE TELECOMMUNICATIONS LINE WATER LINE GAS LINECHAIN LINK FENCE LINE (CLFNC)SDMH 1001RIM 340.416.40094 GIsTE ONAL paySSMH 10258RIM 340.00SSMH 10001 RIM 343.40SDMH 11085RIM 342.16CB 10212RIM 340.59CB 10195RIM 340.484oCB 55384RIM 339.20U-$SDMH 11202RIM 339.34SDMH 2662________________RIM 342.168” PVC IE 334.71 (E)18” PVC IE 333.91 (N)18” PVC IE 333.91 (S)CB 55385 RIM 339.14CB 11070RIM 342.39CB 11081RIM 344.63© OSSHELD A BEARING OF NORTH 00-59’35” EAST ALONG THE WEST LINE OF THE NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BETWEEN CITY OF RENTON CONTROL POINTS 57 AND 398.\\SSMH 2590_____________RIM 347.46UNABLE TO ACCESSCB 1438___________________RIM 348.328” PVC IE 345.51 (SE)8” PVC IE 345.53 (SW)\ sV\\\\\\ \ \NW 1/4, SEC. 9, TWP. 23N„ RGE. 5E„ W.M. CITY OF RENTON, KING COUNTY, WASHINGTON4AFENCE INTX IS 0.5‘NW+ OF PROPERTY LINE |/ / / / / //I II IoCB 11175 THRU CURB RIM 339.14© @ O Z X<. '□ o SD ©/ ///\CB 1435RIM 348.0600ID2 S9\V1 V \ \CB 1022__________________RIM 339.54 [NOT SET] FLOODEDPROPOSED ROAD DEDICATION___________ SDMH 2602RIM 344.998” PVC IE 337.54 NE18” PVC IE 335.19 N18” PVC IE 335.19 SX CB 1437_______________RIM 348.998” PVC IE 345.248” PVC IE 345.27AIXHCV E X W 1ST ©MLAA 1\ kSDMH 1436_____________RIM 347.848” PVC IE 343.53 (NW)8” PVC IE 339.77 (E)JOB NUMBER:DATE?SCALE:SURVEYOR: TECHNICIAN: DRAWING:TRACT ID: PARTYCHIEF:PAGE:20-032 01/04/2024 ~1" = 80’ZLNERM20032 ALTAFENCE INTX IS 0.3’NW OF PROPERTY LINE.________________CB 2666RIM 339.99 [NOT SET] 8” PVC IE 335.54 (E)___________________SDMH 2646RIM 340.348” CPP IE 334.38 (NW) 10” PVC IE 333.17 (SE) 18” CPP IE 333.02 (NE) CONC 333.05 (SW) CAPPEDUNDER CONSTRUCTIONFENCE INTX IS 0.4’NW OF PROPERTY LINE.UNDER CONSTRUCTIONso4 84I/SLEE/ . of WAS A sP9// //I\O 88. /Q-0// 870/AV A ko3A*.9-OJ lvo. / oX Xe9 / $9-O C9AS A /OO /&O CA) A /(oI I IIIIIII\\VVV—_ \\\ \ \At>■- \ ‘ -■■ ■ . .A3 . . . ■. . • " a . ).. .oLeH3O ).91I// ve (38A AoOA4 AO CO CoO C/ //1O COo8— SSMH 1000 _________________ .V RIM 340.46 [NOT SET]O CO CC C%%-X / LIGHT ©‘%O C%° LCL GANT HOLECy y AQ,O CO CV ...\ n. X •Q (‘ jO.2k.A •C C/2 /© /O s Qs‘* X.h340A.57<3 /&CX OQQ / 6 /9/Q44381 1II II4FOUND 1/2” REBAR & CAP STAMPED ”KJOYLER 5524” 0.2‘N. x 0.3‘W. OF CORNERAT GRADE. (2/20)// g340