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HomeMy WebLinkAboutS-437603FOUND CONCRETE MONUMENT W/ 3" BRASS DISC W/'X' IN CASE, DOWN 0.6'. HELD FOR POSITION. S 3RD STREET L 0 M N88°38'51"W REF. 2 I I I I I I I I I I I I I , i i ; I � ; ; 1 ; I i ; f i � � . I 1 D/W I I I I RIM EL=30.67 ; I I a. I 12"PVC(SE)IE=28.67 j CB #178029 TYPE I RIM EL=30.54 I I BOLTS STRIPPED j I M 30' 6"CONC(W)IE=29.39SDMH UNABLE TO OPEN #506897 TYPE II ;B #506896 TYPE I N1 RIM EL=30.20 UE RIM EL=30.13 16"CONC(SE)IE=26.70 12"PVC(E)IE=25.03 .� 12"PVC(NW)IE=26.70 1211PVC W IE-23 70 SDMH #506895 TYPE II I sD RIM EL=30.66 d j °a 12"PVC(W)IE=24.96 a 12"PVC(E)IE=23.46 24"PVC(N)IE=20.46 24"PVC(S)IE=20.46 ° d ILL No ° I W/ FLASHER & SIGN "SCHOOL SPEED LIMIT 20 WHEN FLASHING" j I SS I SSMH #0072 D/W RIM EL=30.92 .4 10"CLAY(W)IE=22.62 w I 8"PVC(N)IE=22.62 I 8"PVC(S)IE=22.52 I - ° rn I o m I u') I ° D/W w I d LO I COMMUNICA VAULT TBM W RIM EL=30.44 EL - 30.61 6"CONC(N)IE=29.39 �s N ALLEY "END SCHOOL ZONE" o I z IQ N I W I :_E ° I ° 0 > I I ¢ 30' ° w ° to M "X-WALK AHEAD" Y o "NO PARKING ANYTIME" ° C) I cn � w u) F" -- I M m $� o RIM EL=31.03 � j Cl 8"PVC(N)IE=22.33 D/W I a 8"PVC(S)IE=22.23 I I d. "NO STOPPING I OR STANDING" o I a l� 1 I L> `l I 1 I I I I I I I I I I 5.00 FOUND CONCRETE MONUMENT W/ 3" BRASS I DISC STAMPED "LS 53114" W/'X' IN CASE, DOWN 0.25'. CITY OF RENTON MONUMENT I NUMBER 2981. HELD FOR ROTATION. CEDAR TREE HEDGE ROW SSMH #3827 RIM EL=31.50 8"PVC(E)IE=27.50 N88°38'40"W 127.94 127.99 0 TPN:784130-0035 ST. ANTHONY'S SCHOOL 336 SHATTUCK AVENUE S RENTON, WA 98057 N88°38'09"W 316.00 REF. 2 S 4TH STREET RIM EL=32.39 8"PVC(W)IE=27.04 8"PVC(E)IE=27.04 8"PVC(S)IE=26.94 BUILDING i O : - e °9- a-. e e a LL d e � 0 - = m s� ss - o ss Ss w IZ -----'- -- _OHPT HPT OHPT OHPT - ----------------------------------------------- FEC I X. 24.5' WIDE I GATE UNDERGROUND r. CONDUIT S 1 i I 1 LOT 7 -� I I LOT 8 SMITHERS ADDITION TO THE TOWN OF RENTON VOL. 16, PG. 33 LOT 15 UNDERGROUND CONDUIT E EXISTLIN UTILITY EASEMENT 2004-0042 LOT 23 I LOT 16 co W Z W Q O 2 �- N88°38'22"W 316.35 MEAS. SSMH #2384 RIM EL=32.57 8"PVC(W)IE=27.97 ° ° 12' CLF E 6'CLFW N W Z W Q N 0 FOUND CONCRETE MONUMENT W/ DOMED DISC W/ PUNCH IN CASE, DOWN 1.05'. CITY OF RENTON MONUMENT #1190. 10-16-25 SURVEYED: SCALE: CORE DESIGN, INC. - A SANBELL COMPANY 1:20 DESIGNED: JACK SHONKA, EIT DRAWN: JACK SHONKA, EIT ONE INCH CHECKED: AT FULL SCALE FLAVIO BAINOM IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY MICHAEL A. MOODY, PE VERTICAL DATUM NAVD 88 PER GNSS OBSERVATIONS PROJECT BENCHMARKS TBM'A' - CORE CONTROL POINT NUMBER 3 - SCRIBED 'X' IN TOP OF CONCRETE CURB ON THE EAST SIDE OF SHATTUCK AVENUE S ±1' N OF N TOP OF DRIVEWAY DROP FOR ALLEY. TBM 'A' - ELEVATION = 30.61 HORIZONTAL DATUM NAD 83 (2011) WASHINGTON STATE PLANE NORTH ZONE PER GNSS OBSERVATIONS. BASIS OF BEARINGS N00°51'33"E BETWEEN THE FOUND MONUMENT AT THE INTERSECTION OF SHATTUCK AVENUE S AND S 3RD STREET AND THE MONUMENT FOUND 5' E OF THE INTERSECTION OF SHATTUCK AVENUE S AND S 4TH STREET (CITY OF RENTON MONUMENT NUMBER 2981) ON THE CENTERLINE OF S 4TH STREET PER REF. 2 AND ROTATED TO GNSS COORDINATES. REFERENCES 1. PLAT OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON. 2. RECORD OF SURVEY, RECORDED IN VOLUME 413 OF SURVEYS, PAGES 152 & 153, UNDER RECORDING NUMBER 2019029900005, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION LOTS 7-15 BLOCK 1 OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON. NOTES 1. THE LEGAL DESCRIPTION OF THIS PROPERTY HAS BEEN PROVIDED BY THE CLIENT. NO INDEPENDENT TITLE RESEARCH HAS BEEN PERFORMED BY CORE DESIGN, INC. THIS SURVEY DOES NOT REPORT ANY ENCUMBRANCES ON THE PROPERTY WHICH MAY BE REPORTED BY A TITLE AGENCY. CORE DESIGN THEREFOR QUALIFIES THIS SURVEY TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 15, 2025. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER, 2025. 3. ALL DISTANCES ARE IN US FEET AT GROUND LEVEL. 4. CONTOUR INTERVAL = 2 FEET. 5. ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON IS GENERATED FROM DIRECT FIELD OBSERVATION. SAID INFORMATION MEETS US NATIONAL MAPPING STANDARDS AND IS ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL. 6. BOUNDARY INFORMATION SHOWN HEREON IS DERIVED FROM OBSERVATION OF CONTROLLING MONUMENTATION AND INTERPRETATION OF RECORD DESCRIPTIONS AND OTHER EVIDENCE. TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING MONUMENTATION. 7. THIS IS A COMBINED FIELD TRAVERSE AND GPS/GNSS SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL STATION AND GPS/GNSS UNIT WITH OPUS/WSRN CORRECTIONS 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. 8. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CLIENT UNDERSTANDS THAT CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS. PROJECT NO. 25294 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING �zm� DESIGN SURVEYING LEGEND ® FOUND SURVEY MONUMENT, AS NOTED 3 FOUND NAIL & WASHER, AS NOTED BENCHMARK, AS NOTED OSEWER MANHOLE SEWER CLEANOUT CATCH BASIN TYPE 1 CATCH BASIN TYPE 11 STORM DRAINAGE MANHOLE Q YARD DRAIN m WATER VALVE IB WATER METER 0 WATER MARKER e IRRIGATION VALVE GAS VALVE ❑o GAS METER UTILITY POLE '1011 LIGHT POLE E- GUY ANCHOR © POWER VAULT E JUNCTION BOX ® COMMUNICATIONS BOX SIGN, AS NOTED 0 TREE - DECIDUOUS 10- DECIDUOUS FVC FACE OF VERTICAL CURB FEC FACE OF EXTRUDED CURB D/W DRIVEWAY CLF CHAIN LINK FENCE SEWER PIPE ss STORM DRAINAGE PIPE SD WATER PIPE w OVERHEAD COMMUNICATIONS OHr OVERHEAD POWER/COMMUNICATIONS OHPT FENCE X e .- -e n CONCRETE V Z O Z SCALE: 1" = 20' 0 10 20 40 Z O S- 4376 03 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS W DEVELOPMENT ENGINEERING `' W HBray 02/05/2026 wi 72100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 WASTEWATER UTILITY ff%IL �- VERTICAL• NAVE) 1988 HORIZONTAL- NAD 1983/1991 DATUM • CITY OF ,R RENTON Planning/Building/Public Works Dept. r jstowell 02/05/2026 O ST. ANTHONY'S SEWER EXTENSION - RENTON 1012712025 336 SHATTUCK AVE S ILol�. RENTON, WA 98057 DRAWING No C1.03 I� TOPOGRAPHICAL SURVEY `') SHEET: 3 OF: Q