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HomeMy WebLinkAboutR-405502SE114, SWZ/4, SEC. 4, TWP. 23 Nf RGE. 5 E f W. M. L0 r / O I O r) W /I SURVEYOR'S NOTES \ 1. THIS "ALTA/ACSM LAND TITLE SURVEY" HAS BEEN PERFORMED IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS" AS ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS IN 2011. 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 4291-2502578, DATED AUGUST 4TH, 2015. 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 FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE 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. 3. PROPERTY AREA = 9,297t SQUARE FEET (0.2134 t ACRES). 4. THIS PROPERTY HAS LEGAL ACCESS TO NE 15TH STREET AND KIRKLAND AVE NE, SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 5. ZONING: R-14 (RESIDENTIAL 14 DU/ACRE), RENTON, WA. 6. ZONING DATA NOT PROVIDED BY THE INSURER. NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION. THIS FIRM IS NOT AN EXPERT IN THE INTERPRETATION OF COMPLEX ZONING ORDINANCES; COMPLIANCE IS BEYOND THE SCOPE OF THIS SURVEY. ANY USER OF SAID INFORMATION IS URGED TO CONTACT THE LOCAL AGENCY DIRECTLY. 7. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 8. NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING SETBACK LINES UNLESS SPECIFICALLY SHOWN ON THE SURVEY DRAWING. 9. BUILDINGS ARE OF WOOD -FRAME CONSTRUCTION, WITH CONCRETE FOUNDATIONS. 10. LETTERS ON BUILDINGS INDICATE BUILDING DESIGNATIONS AS THEY EXIST ON THE BUILDINGS. ADDRESSES ARE IN RENTON, WA 98056. 11. CORE DESIGN. INC. DID NOT LOCATE THE EXTENTS OF ANY UNDERGROUND FOUNDATIONS OR SLABS FOR THIS SURVEY. 12. FLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP, ("FIRM") NO. 53033CO668 F COMMUNITY NO. 530088 (CITY OF RENTON) PANEL NO. 0668, SUFFIX F, EFFECTIVE MAY 16TH, 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). 13. 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. CORE DESIGN, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 14. CORE DESIGN, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF ANY CEMETERIES, RUBBISH FILLS, SLOUGHS, SPRINGS, FILLED -IN WELLS, CISTERNS, OR SEEP HOLES ON THE PROPERTY. 15. CORE DESIGN, INC. SURVEY CREWS DETECTED NO SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILLS ON THE PROPERTY. 16. THERE ARE NO RAILROAD TRACKS ON THE SITE OR ON PARCELS CONTIGUOUS TO THE SITE. 17. PLANTED LANDSCAPED AREAS INCLUDE LAWN, SMALL SHRUBS, AND ORNAMENTAL PLANTS. 18. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON AUGUST 28TH, 2015. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST OF 2015. 19. TO THE BEST OF MY KNOWLEDGE (AND BASED ON THE FACT THAT THE CITY OF RENTON HAS ISSUED CERTIFICATES OF OCCUPANCY FOR THIS PROJECT) I BELIEVE INGRESS, EGRESS, AND UTILITY ACCESS TO THIS SITE ARE ADEQUATE. 20. ALL DISTANCES ARE IN FEET. 21. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND ELECTRONIC TOTAL STATION WAS 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. DISTANCE MEASURING EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' GUIDELINES. 22. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THOSE PARTIES LISTED IN THE SURVEYOR'S CERTIFICATE. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY CORE DESIGN, INC. AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. 23. NO STRIPED PARKING STALLS WERE OBSERVED ON SITE. OTHER PORTIONS OF THE SITE NOT MARKED MAY ALSO USED FOR PARKING \ VEHICLES. / rrC1CORRECTED REFERENCES PLAT OF RENTON HIGHLANDS NO. 2 AS RECORDED IN VOLUME 57 OF PLATS, PAGES 92-98. SCHEDULE B ITEMS SCHEDULE B EXCEPTIONS ITEMS 1-5 NOT APPLICABLE TO THIS SURVEY. 5. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS AS DISCLOSED ON THE FACE OF THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2 AS RECORDED IN VOLUME 57 OF PLATS, AT PAGES 92 THROUGH 98. NOTHING TO LOCATE HEREON. 6. THIS SITE IS SUBJECT TO A RIGHT OF ENTRY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 9308130260. NOTHING TO LOCATE HEREON. DATUM NAVD 88 PER THE CITY OF RENTON VERTICAL CONTROL MONUMENT #369 BENCHMAR`( CITY OF RENTON VERTICAL CONTROL POINT #369: FOUND CONCRETE MON WITH 2" BRASS DISC WITH STAMPED 'X' DOWN 0.45' IN A CASE APPROX. 35' SOUTH OF INTERSECTION OF NE 21ST STREET AND EDMONDS AVE NE. ELEV=101.37 TYMAP n JI NE 24TH ST a U "all W 511< Z f� NE 22ND w z w � ZNE 20TH ST�F ¢ Y NE 21ST ST a NE J19THL ST z < z ¢ S( z 16 16TH ST NF a 0 Z SITE NE 1 i NE SUNSET BLVp m w a Y� w � z Z Y 0� > CD Uj o w - ��� �J NE 12TH ST � of R� pR Zv z 900 ,- s��� C) SSMH #8290 RIM EL=376.95 8"CONC(E)IE=363.15 8"CONC(N)IE=363.05 8"CONC(S)IE=362.95 3 p V1 3 p U) 3 p 3 � 3 0 00 D1 (n o M 6 LO cn m L CD v Z z Q� w `. m U o00 Q oNo g J � N Q CL v CD 01 0 cc o _ Y Z 3 p I � CB #8288, TYPE I RIM EL=369.45 6"CONC(SE)IE=366.2 6"CONC(NE)IE=366.15 6"CONC(NW)IE=365.85 6"CONC(E)IE=364.8 12"CONC(N)IE=364.4 12"CONC(E)IE=361.05 SDMH #8283, TYPE II RIM EL=377.12 6"CONC(NE)IE=374.57 6"CONC(SE)IE=374.52 6"CONC(NW)IE=374.47 12"CONC(NE)IE=369.92 12"CONC(N)IE=369.82 12"CONC(S)IE=369.62 so /' so/ iD SD f 0 _FOUND IRON BOLT 0.2' c BELOW ASPHALT. HELD FOR POSITION END OF PIPE NOT FOUND a 0 sa a 0 CB #8282, TYPE I RIM EL=375.68 6"CONC(NW)IE=373.78 G G FOUND IRON BOLT 0.2' BELOW ASPHALT. HELD FOR ROTATION. -S� � SDI S�� f d d d ° d n ' .: PERMEABLE CONCRETE INtiLK f' a ° n q d ° _I Ag a B + OF PIPE NOT FOUND CB #8287, TYPE I RIM EL=376.53 6"CONC(SW)IE=375.23 NE 15TH ST (PUBLIC) N88'49'56"W 179.98 I I I I I I I I I I I I I of of CI i .= ,,OK 18 RCNToN �ORR PLAT ND . 92- 28 9 NLG 52, PC S V� °.. CON C iVALK p 1 J ,d A . . d ° ° d 1 4' CLF FOUND NAIL IN ASPHALT, HELD FOR - -� BLOCK CORNER. N V SCALE: 1 " = 10' 0 5 10 20 LEGEND ® COMMUNICATION PEDESTAL B ELECTRICAL JUNCTION BOX ® POWER METER POWER POLE POWER POLE WITH LIGHT GUY ANCHOR ® CATCH BASIN - TYPE I O SEWER MANHOLE SEWER CLEANOUT 0 GAS METER GAS VALVE ® WATER METER D4 WATER VALVE Cj FIRE HYDRANT ® MAIL BOX SIGN CONIFEROUS TREE 0 DECIDUOUS TREE -SD- STORM PIPE ss SEWER PIPE Cm COMMUNICATIONS LINE w WATER PIPE c GAS PIPE oHP OVERHEAD POWER LINE X FENCE LINE & ASPHALT TON TOP OF NUT VBF VERTICAL BOARD FENCE C- CEDAR M- MAPLE F- FIR LEGAL DESCRIPTION LOT 1 IN BLOCK 8 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, AS PER PLAT RECORDED IN VOLUME 57 OF PLATS, PAGE 92 THROUGH 98, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BASIS OFBEAR/NGS N01'09'40"E, BETWEEN MONUMENTS FOUND IN KIRKLAND AVE NE AT THE INTERSECTIONS WITH NE 15TH PLACE AND NE 15TH STREET R-405502 ALTA/AGSM LAND T/TLESURVEY 1504 KIRKLAND AVE NE BENJAMIN RYAN COMMUNITIES 10011 BRIDGEPORT WAY, STE 1500-212 LAKEWOOD, WA 98499 SURVEYOR'S CERTIFICATION TO: BENJAMIN RYAN COMMUNITIES, CANYON CREEK CROSSING, LLC, AND FIRST AMERICAN TITLE INSURANCE COMPANY, THEIR SUCCESSORS AND ASSIGNS: THIS IS THE CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS; AND INCLUDES ITEMS 1-5, 7(A), 8, 9, 11(A), 11(B), 17, AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON AUGUST 28TH, 2015. S VAND 4ti$ k . rl ' :C11 0427 �CISTE�•''/ DA'AL L X DATED THIS 31ST DAY OF AUGUST. 2015. i W06-0- KEVIN J. VAND ZANDEN, PLS CERTIFICATE NO. 30427 5-31-15 DATE OF SURVEY 8IJ112015 SHEET OF DRAWN MRP 1 1 PROJECT MANAGER KEVIN VANDERZANDEN, PLS PROJECT NO REVISIONS 15116 � 1 CORE DESIGN 14711 NE 29th Place, #101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963