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HomeMy WebLinkAboutR-4227013 V) NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. N SNYDER PROPERTY C) I ' LU FOUND 1/2" REBAR WITH ORANGE PLASTIC CAP STAMPED J "TERRANE 15025 37547 51800", CO 1.2'S. X 0.4'W. FOUND 1/2" REBAR WITH ORANGE OF DEEDED P.C. , PLASTIC CAP STAMPED "TERRANE 15025 37547 51800", 0.5'E. OF P.C. 5'CLF ° FENCE TEE O w FENCECORNER / 2.0'S. X 0.5'W. I 0, Q r"7., O 2.5'S. X ° OF DEEDED P.0 TRANSFORMER(E) CO 0.2'W. OF ����� KING COZIII GATE P. C DEEDED FOUND 4"X4" CONCRETE MONUMENT WITH OP OP N A 70N 1/2" BRASS PLUG, DOWN 0.8' IN FENCE TEE MONUMENT CASE I w 0.3'W. OF R II 12"ADS=516.62 �.� J = �c � _ z ?2ND PL i 520- / FENCE CORNER '- I PARCEL B J ON t 12"ADS=515.20 II TAX PARCEL NO. Ln FOUND 1/2" REBAR WITH (5 SSMH 366450-0228 x YELLOW PLASTIC CAP STAMPED "HANSEN 21464", RIM=518.74 " `1.2'W. OF P.C. 8"PVC=509.64(E) -A FENCE CORNER 8"PVC=509.49(S) 0.2'N. X 0.1'W. OF P.0 ,\ FENCE END 4'WDF a_0.7'W OF P.C. x 6" WIDE L� CONCRETE � FOUNDATION - (.0 FOUND BENT x ,' i a_ 3/4" I.D. IRON ' I` PARCEL A i SSMH PIPE, LOCATED ' ° TAX PARCEL NO. i �i RIM=514.90 AT VERTICAL I ' 366450-0226 BEND, 3.4'N. X � ° ° ° ° � � . �i 8"PVC=505.39(N) 0.1'W. OF P.C. x 0 j ° 516" - 8"D1=505.04(S) II 12"GONG= 12.61 " SDCB SL FENCE CORNER — RIM=514.47 0.4'S. X 3.2'W. 6"PVC=512.28(ESE) OF P.0 I INGRESS/EGRESS & - _ _ 12"ADS=512.21(N,S) UTILITY EASEMENT �. — Q- - - REC. NO. 20220105000736 TRANSFORMER(N) 6'CLF ----- - --- ° WIRES DOWN(N) �'CLF FOUND 1/2" REBAR - - _ _ SWALE WITH YELLOW PLASTIC FOUND 1/2" REBAR WITH YELLOW II CAP STAMPED "HANSEN PLASTIC CAP STAMPED "HANSEN SDCB SL LS 21464", 2.9'N. X LS 21464", 0.2'N. X 0.3'W. OF P.C. a- RIM=514.31 0.2'W. OF P.C. 12"CONC=512.14 II 12"ADS=509.79(N) 12"CONC=511.31 12"ADS=509.66(S) 12"CONC=510.30v 4 3 I LEGAL DESCRIPTION: PARCEL A: THE SOUTH 106 FEET, LESS THE WEST 85 FEET, OF THE EAST 112 OF LOT 4, BLOCK 2, JANETT'S RENTON BLVD. TRACTS, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 60, IN KING COUNTY, WASHING TON; TOGETHER WITH THAT PORTION OF THE EAST HALF OF LOT 5, LESS THE WEST 85 FEET THEREOF, BLOCK 2, JANETT'S RENTON BLVD. TRACTS, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 60, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5; THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 5 DISTANT THEREON &00 FEET SOUTHERLY OF THE NORTHWEST CORNER THEREOF AND TERMINUS OF THIS DESCRIPTION, AS PER KING COUNTY COURT CAUSE NO. 79-2-07450-1, IN KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THE WEST 85 FEET OF THE EAST 112, LESS THE NORTH 108.57 FEET OF LOT 4, BLOCK 2, JANETT'S RENTON BLVD. TRACTS, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 50, IN KING COUNTY, WASHING TON; TOGETHER WITH THAT PORTION OF THE WEST 85 FEET OF THE EAST HALF OF LOT 5, BLOCK 2, JANETT'S RENTON BLVD. TRACTS, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 60, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5, THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 5 DISTANT THEREON 8.00 FEET SOUTHERLY OF THE NORTHWEST CORNER THEREOF AND TERMINUS OF THIS DESCRIPTION, AS PER KING COUNTY COURT CAUSE NO. 79-2-07450-1, IN KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Q. SURVEYOR'S NOTES: 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM EQUITY TITLE OF WASHINGTON ALTA COMMITMENT NO. 21-109953 DATED OCTOBER 5, 2021. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED EQUITY TITLE OF WASHINGTON AL TA COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON EQUITY TITLE OF WASHINGTON REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 18, 2021. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2012 AND NOVEMBER, 2021. J. PROPERTY AREAS: • 40, 749i SQUARE FEET (0.9355i ACRE) (INCLUDING DEED OVERLAP AREA). • 40,647t SQUARE FEET (0.9331t ACRE) (EXCLUDING DEED OVERLAP AREA). 4. ALL DISTANCES ARE IN U.S. SURVEY FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A TRIMBLE S7 ONE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMEN TA TION 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. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7. CONTOUR INTERVAL = 2 FOOT. CONTOURS SHOWN ARE PRODUCED FROM A DIGITAL TERRAIN MODEL DERIVED FROM DIRECT FIELD OBSERVATIONS OBTAINED DURING THE COURSE OF THE FIELD TRAVERSE SURVEY. CONTOUR ACCURACY COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS (AT LEAST 90 PERCENT OF THE ELEVATIONS ACCURATE WITHIN ONE-HALF THE CONTOUR INTERVAL). 8. THE TOPOGRAPHIC ELEMENTS SHOWN ON THIS MAP ARE INTENDED FOR USE IN CIVIL ENGINEERING DESIGN. L[I a -3 c:-�I jgkk REFERENCES.- 1. PLAT OF JANETT'S RENTON BOULEVARD TRACTS, RECORDED IN VOLUME 17 OF PLATS, PAGE 60. 2. PLAT OF LIBERTY GROVE, RECORDED IN VOLUME 241 OF PLATS, PAGES 26 THROUGH 28, UNDER RECORDING NUMBER 20070530000037. J. PLAT OF HIGHLANDS PARK, RECORDED IN VOLUME 245 OF PLATS, PAGES 95 THROUGH 101, UNDER RECORDING NUMBER 20080109001255. 4. PLAT OF SADDLEBROOK, RECORDED IN VOLUME 263 OF PLATS, PAGES 55 THROUGH 58, UNDER RECORDING NUMBER 20131016002039. 5. SADDLEBROOK DIV. ll SHORT PLAT, RECORDED IN VOLUME 307 OF SURVEYS, PAGES 138 THROUGH 139, UNDER RECORDING NUMBER 201403049000002. HORIZON TA DA TUM: NAD 83191 PER CITY OF RENTON SURVEY CONTROL. VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON SURVEY CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2103. PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 54794 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. BASIS OF BEARINGS: N0029'00'E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 1 CITY COMMENTS D.R. STRONG 2 ONSITE INTERCEPTOR TRENCH CONSUL TING ENGINEERS 3 AS—BUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 NO. REVISION YLP 08.07.22 YLP SURVEYED: DJC YLP 02.13.23 YLP DESIGNED: YLP YLP 10.4.23 YLP DRAWN: YLP CHECKED: YLP BY DATE APPR APPROVE TITLE RESTRICTIONS: SE 28 TH S T F F I? Q SE 130 TH L° SE 132ND S T � S 132N S T ~ o SE 133RD S Q ROJEC T S1 T SE 13 TH S T SE 7,34 TH S SE 2ND PL SE 136 TH S T - C/) Id L j S 4TH P Q Q Q 138T SCO THIS SITE IS SUBJECT TO: 1. EASEMENTS, RESTRICTIONS, RESERVATIONS, CONDITIONS, AND OTHER MATTERS AS SET FORTH ON THE PLAT OF JANETT'S RENTON BOULEVARD TRACTS, RECORDED IN VOLUME 17 OF PLATS, AT PAGE 60. 2. AN EASEMENT FOR INGRESS AND EGRESS FOR WATER SYSTEM/WELL, AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 4450458. THE LEGAL DESCRIPTION FOR THIS EASEMENT IS INSUFFICIENT TO LOCATE THIS ON THE PARCEL. J. A NOTICE OF ENCROACHMENT AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 8101200704. SAID AREA OF ENCROACHMENT IDENTIFIES THAT AREA LYING NORTH OF THE LINE DESCRIBED IN KING COUNTY COURT CAUSE NO. 79-2-07450-1, AS SHOWN HEREON. 4. A NOTICE OF ENCROACHMENT AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 8101210641. SAID AREA OF ENCROACHMENT IDENTIFIES THAT AREA LYING NORTH OF THE LINE DESCRIBED IN KING COUNTY COURT CAUSE NO. 79-2-07450-1, AS SHOWN HEREON. 5. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 198102099006. SAID SURVEY IS FOR A PORTION OF THE SOUTH 150 FEET OF LOT 5, BLOCK 2 OF THE PLAT OF JANETT'S RENTON BOULEVARD TRACTS. 6. A NOTICE OF DECREE QUIETING TITLE TO AMEND LEGAL DESCRIPTIONS AND TO RID OF ENCROACHMENTS AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED IN INSTRUMENT RECORDED IN CASE NO. 79-2-07450-1. 7. THE TERMS AND PROVISIONS CONTAINED IN ORDINANCE/RESOLUTION NO. 5465, RECORDED ON NOVEMBER 5, 2009, UNDER RECORDING NO. 20091105000541. & AN EASEMENT FOR INGRESS AND EGRESS, AND THE TERMS AND CONDITIONS THEREOF, GRANTED TO SANDRA D. SNYDER, AS DISCLOSED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20140806000614, AS SHOWN HEREON. AS -BUILT NO AS —BUILT INFORMATION ON THIS SHEET. I/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUIL T BY D.R. STRONG, AND MAY INCLUDE L OCA TIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 912912023." SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 o O T Y OF 'R RENTON ONE INCH DATUM • AT FULL SCALE •v Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY VICINITY MAP 1 "=1, 000' PROJECT DESCRIPTION: ADDRESS OF THE PROPERTY-_.13229 & 13233 158TH AVE SE, RENTON, WA PARCEL NUMBER.........................366450-0226, -0228 PROPOSED PROJECT ................... FRONTAGE IMPROVEMENTS WORK WITHIN EXISTING R.0.W.:... 0.097 ACRES (4,240 S.F.) SEWER DISTRICT .......................... CITY OF RENTON WATER DISTRICT .......................... KING COUNTY WATER DISTRICT 90 PROJECT CONTACTS: OWNER................................................NW SEATTLE BUILDERS, LLC .......................................................... 9675 SE 36TH STREET STE. #105 ..........................................................MERCER ISLAND, WASHINGTON 98040 .......................................................... (206) 558-1174 .......................................................... CONTACT: JUSTIN LAGERS ........................................................... JUSTIN©AMERICANCLASSICHOMES. COM CIVIL ENGINEER/SURVEYOR............... D.R. STRONG CONSULTING ENGINEERS, INC. .......................................................... 620 - 7th AVENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-3063 .......................................................... CONTACT: YOSHIO L. PIEDISCALZI, P.E. .......................................................... YOSHIO.PIEDISCALZI@ORSTRONG.COM .......................................................... CONTACT: JAMES G. REICHHOFF, P.L.S. .......................................................... JAMES. REICHHOFF@DRSTRONG. COM SHEET INDEX C1 1 OF 9 COVER SHEET C2 2 OF 9 TOPOGRAPHY MAP C3 3 OF 9 CLEARING AND TESC PLAN C4 4 OF 9 TESC NOTES AND DETAILS C5 5 OF 9 ROAD, GRADING AND LANDSCAPE PLAN C6 6 OF 9 COMPOSITE UTILITY PLAN C7 7 OF 9 ROAD DETAILS C8 8 OF 9 STORM DETAILS C9 9 OF 9 SEWER DETAILS NOTE FOR CERTIFICATION OF SUR l/EY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS NORTH GRAPHIC SCALE 0 15 30 60 `1 1INCH =30FT. R-042270 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 OCD N N A, LJ LU 0- 0 DATE: IW 07.08.22 FIELDBOOK: PAGE: z DRAWING NO: 13229 & 13233 158TH AVE SE C 1 RENTON, WASHINGTON 98059 SHEET: 1 oP:9 DRS PROJECT NO. 21155 SNYDER PROPERTY COVER SHEET