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Home My WebLink AboutR-417602N W 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. FOUND 3/4" BRASS STAUB N I !BASSA NO MUL TI=FA MIL Y AVENUINTERSECTION OF E AND RIVERSIDE RIVES r LEGEND: W COR PT N0. 1887 Q1 f G� v f C) ® FOUND MONUMENT AS NOTED S. TOBIN ST z i Q 0 FOUND CORNER MONUMENT AS NOTED LU F PROPERTY LINE FOUND CONCRETEI— MNUMENT NTH (5 / FOF f,y0 P.C. PROPERTY CORNER TACK/LEAD,DOWN 1.2' IN -� MONUMENT CASE ROAD SIGNAGE ® POWER JUNCTION BOX, SIZE VAR/ES / 0 CABLE JUNCTION BOX, SIZE VARIES Is] TELEPHONE JUNCTION BOX, SIZE VARIES FOUND PUNCHED 2" RASS / / SURFACE MON MENT / LIGHT POLE WITH ARM / 000720-0008 ® WATER METER I ' �Q WA TER VAL VE to / FOUND CONCRETE FIRE HYDRANT MONUMENT WITH I �' 00072o-ot86 J TACK/LEAD, DOWN 1.0' IN 30' I MONUMENT CASE / ® STORM DRAIN CATCH BASIN - Q OD STORM DRAIN MANHOLE I / LL SANITARY SEWER MANHOLE 30' 30' / I \ R MM 38.06 i O TELEPHONE MANHOLE / 8"PVC=32.73(S) 8"PVC=30.94(E) / 8"PVC=30.39(W) J WDF WOOD FENCE / II 8"PVC=30.66(SE) C CLF CHAINLINK FENCE / G -L - O o DECIDUOUS TREE Q EVERGREEN TREE 0 U) j� SANITARY SEWER LINE ' II m ------ STORM LINE / P UNDERGROUND POWER ' II I ' _ W UNDERGROUND WA TER z- II I G UNDERGROUND GAS / / 30' II 30 T UNDERGROUND TELEPHONE / '� n / N SDMH C UNDERGROUND CABLE / RIM=39.25 s0C6 EDGE OF PAVEMENT RIM=39.14 8"CONC=35.40(E) 8"CONC=35.00(W) \\ \\ \\ \\ / 8"GONG=35.59(E) II Iw II 12"CONC=35.65(S) -X-X- FENCE OD II 12"CONC=30.45(N) OOD CONCRETE / Z o00720-0162 II o II SDCB / f RIM=39.03 / FOUND 1/2" REBAR FOUND 2" IRON PIPE WITH BIG 8"CONC=36.63(W) / WITH YELLOW PLASTIC NAIL, OXW. X OXS OF P.C. �I ° CAP STAMPED "HSA / I PLS 29282" AT P.C. II / BLDG #115 II 6'WDF IS 1.9'W. X 6'CLF IMIII III / 0.5N. OF P.C. / CROSSES R N88'24'50"W 120,0w II / 5'WDF IS 2.8'W. 12"D 1 - / 1� X 1.0'S. OF P.C. c 000720-0168 I Vj II / U) 5'WDF IS I W LOT 15 < II ' I TOWNLOFKRENTON ;17 ON R �� II HORIZONTAL DA TUM: BASIS OF BEARINGS 3 VOL. 1, PG. 135 CONC. 2.9'N. OF R I II NAD 1983191, PER CITY OF RENTON HORIZONTAL CONTROL N3907'52 E BETWEEN MONUMENTS FOUND IN /' - i ARE 0.4S.GAROF RE CORNERS ( II PLACE IN THE SW QTR, NW QTR, SIR 17-23-5; COR PT NO. 205 AND COR PT NO. 1887 - --------- 1I13 I/ERTICAL DATUM: / FOUND 1/2" REBAR WITH - / YELLOGARAGE 000 W PLASTIC CAP STAMPED 3/.' II "CRONES LS 29537" o.O'E. X I I� II NAVD 88, PER CITY OF RENTON VERTICAL CONTROL / / I 0.1'N. OF P.C. BLDG #121 I II Ir 723150-2020 6"D LOT 14 II / II II / I 723150-2020 III II LOT 13 II ZD ' ----- ICI V)SSMH II' -- / RIM=41.26 0 III II / CL CHANNEL=34.21 vi II ' I - P-II / II �/ II / � ' I / 30' 30' / I 30 30' SDMH -O.47 8CN � OG=38.82(N) FOUND 4"X4" CONCRETE m I / MONUMENT WITH PUNCHED / 2" BRASS DISK, DOWN 0.8' FOUND CONCRETE IN MONUMENT CASE / MONUMENT WITH I .01'34'40"E FOUND CONCRETE TACK/LEAD, DOWN 1.1' IN o 4.03' MONUMENT CASE M p MONUMENT WITH 1/4" COPPER PIN, DOWN 1.7' IN S. 2ND ST MONUMENT CASE FOUND 5"X5" CONCRETE N88'23'45"W 300.08' - - - - - _ MONUMENT WITH 1/8" N88'25'00"W 300.30' - COPPER PIN, DOWN 0.7' _ - - IN MONUMENT CASE, CDR PT NO. 205 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1r ►5 2 CITY COMMENTS 7.3.24 D.R. STRONG 3 CITY COMMENTS 9.10.24 CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION 6 UTILITY REVISION 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 N 0. REVISION YLP 08.23.241 YLP SURVEYED: DJC YLP 09.19.24 YLP DESIGNED: YLP YLP 12.13.24 YLP YLP 01.10.25 YLP DRAWN: GLIB YLP 01.24.25 YLP CHECKED: YLP BY DATE APPR APPROVE SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE • v IF NOT ONE INCH SCALE ACCORDINGLY TITLE RESTRICTIONS: 1. THIS SITE IS SUBJECT TO DEDICATIONS, CONDITIONS, RESTRICTIONS, EASEMENTS, ETC. PER THE PLAT OF TOWN OF RENTON, RECORDED IN VOLUME 1 OF PLATS, PAGE 135. 2. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, ETC. PER INSTRUMENT RECORDED UNDER N RECORDING NO. 1872332. 3. RIGHTS OF THE STATE OF WASHINGTON IN AND TO THAT PORTION OF SAID PREMISES, IF ANY, LYING IN THE BED OR Ln FORMER BED OF CEDAR RIVER, IF IT IS NAVIGABLE. LO o 4. ANY PROHIBITION OR LIMITATION ON THE USE, OCCUPANCY OR IMPROVEMENTS OF THE LAND RESULTING FROM THE 0 RIGHT OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY WATERS WHICH MAY COVER THE LAND OR TO USE ANY PORTION OF THE LAND WHICH IS NOW OR MAY FORMERLY HAVE BEEN COVERED BY WATER. o N U REFERENCES: 1. PLAT OF TOWN OF RENTON RECORDED IN VOLUME 1 OF PLATS PAGE 135, RECORDS OF KING COUNTY, WA. 2. SURVEY RECORDED UNDER RECORDING NO. 20080423000952, RECORDS OF KING COUNTY, WA. J. SURVEY RECORDED UNDER RECORDING NO. 8406059024, RECORDS OF KING COUNTY, WA. 4. SURVEY RECORDED UNDER RECORDING NO. 19910430911, RECORDS OF KING COUNTY, WA. 5. SURVEY RECORDED UNDER RECORDING NO. 9811189003, RECORDS OF KING COUNTY, WA. 6. SURVEY RECORDED UNDER RECORDING NO. 20040922900010, RECORDS OF KING COUNTY, WA. 7. SURVEY RECORDED UNDER RECORDING NO. 20110505900004, RECORDS OF KING COUNTY, WA. r co co LEGAL DESCRIPTION: o LOT 15, BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY WASHINGTON; TOGETHER WITH ALL THAT PART OF THE TOBIN DONATION LAND CLAIM LYING BETWEEN THE o EXTENDED EAST LINE OF SAID BLOCK 23, AND THE EXTENDED WEST LINE OF SAID LOT 15, AND BETWEEN THE EXTENDED N SOUTH LINE OF SAID LOT 15, AND THE EXTENDED NORTH LINE OF LOT 4 OF SAID BLOCK 23. ALSO KNOWN AS CITY OF RENTON DECLARATION OF LOT COMBINATION NO. LUA24-000124-LC, RECORDED UNDER KING COUNTY RECORDING NO. 20240709000231. BENCHMARKS: 1. CITY OF RENTON VERTICAL CONTROL POINT NO. 1939. FOUND CONCRETE MONUMENT WITH TACK/LEAD, IN MONUMENT CASE, INTERSECTION OF WILLIAMS AVE S. AND S. RIVER/DE DR. COR PT NO. 1939 ELEVATION = 37345 FEET. 2. S1TE BENCHMARK, FOUND 2" IRON PIPE WITH BIG NAIL, 0.1'W. X 0.1S OF NE PROPERTY CORNER. ELEVATION = 39.96 FEET. 3. SITE BENCHMARK, FOUND 112" REBAR WITH YELLOW PLASTIC CAP STAMPED "HSA PLS 29282" AT NW PROPERTY CORNER. ELEVATION = 39.68 FEET. SUR VEYOR'S NO TES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. 4209-3232651 DATED APRIL 22, 2019. 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 FIRST TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLES 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 JULY 14, 2020. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019, AND JULY 2020 J. PROPERTY AREA = 6,005t SQUARE FEET (0.1379t ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS /S A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A TRIMBLE ONE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM 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. 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 = 1 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 ENGINEERING DESIGN. NORTH GRAPHIC SCALE 0 20' 40' 80, 1 INCH = 40 FT. AOX%k pRC TY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATON ON THIS SHEET. I CER77FY 774AT 774E INFORMATON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVARONS, DEP774S, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. - R-417602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASSANO MULTI -FAMILY TOPOGRAPHY MAP 117 WELLS AVENUE S RENTON WASHINGTON 98057 DATE: 11.20.20 PAGE: C2 12 2020 DRS PROJECT NO. 20070 P