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HomeMy WebLinkAboutR-423502ri►:.-1 TF MIC — 1 /4" BRASS W/PUNCH IN CONC N: 182511.558 E: 1302009.823 EL: 31.64 43+93 VERTICAL DATUM — NAVD 88 VERTICAL BENCHMARKS: SOURCE: WSDOT DESIGNATION: GP17405-66 ID# 899 DESCRIPTION: THIS MARK IS A WSDOT BRASS DISC SET INTO THE SIDEWALK AND LEVEL WITH THE CONCRETE SURFACE. LOCATION: IT IS LOCATED IN NORTHEAST CORNER, 1.4 METERS SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE BARRIER, 60 CM WEST OF THE PAVEMENT SEAT AND 1.3 METERS NORTH OF THE SOUTH EDGE OF CONCRETE SIDEWALK. ELEVATION: 1 12.38' NORTHING: 178057.675 EASTING: 1302312.133 SOURCE: WSDOT DESIGNATION: BM 17405-91 ID# 5120 DESCRIPTION: THIS MARK IS A WSDOT BRASS DISC SET INTO THE SIDEWALK AND LEVEL WITH THE CONCRETE SURFACE. LOCATION: IT IS LOCATED NEAR THE SOUTHEAST CORNER OF THE BRIDGE FOR THE NORTHBOUND ON —RAMP FROM SUNSET BOULEVARD, 1.6 METERS © 185 DEGREES FROM A WITNESS POST, 90 CM ©240 DEGREES FROM A CONCRETE BARRIER, 25.7 METERS © 320 DEGREES FROM A LUMINARE POLE, 5.3 METERS © 60 DEGREES FROM THE APPROXIMATE CENTERLINE OF THE RAMP AND 70 CM ©185 DEGREES FROM AN EXPANSION JOINT. ELEVATION: 134.81' NORTHING: 186213.939 EASTING: 1303562.140 � Know what's below. � Call before you dig. Dial 811 MIC — 1/2" BRASS PLUG W/PUNCH IN CONC N: 181844.658 E: 1302445.046 EL: 38.09 I I II I I II I I I II I I I I I I I I I I I I I I I I ❑� I I C —� I I I I I I I I I I I o — Z I I I I I I I I I I I I I F-F I❑ ,,� 10 ti 0 / ❑ I ' c„ / e e o o e ` ® �_-.('9 pro. ❑ --- � \ — — — — — 1 P p O ® ' '"c (04 W (off (� (off. — (0),oj (off z° , (o ` o — — ) J or j L.°! Z8 — o (off 38+09— I -------- 0 ® I C. I I � \ ..� o Ii 1 :ems, Q❑ 8°„ i >°. �011 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 MIC — 2" BRASS DISC W/PUNCH IN CONC N: 181856.334 E: 1301712.205 EL: 33.77 HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 83/2011 BASIS OF BEARINGS 1. RECORD OF SURVEY BY LANKTREE LAND SURVEYING RECORDING NUMBER 20150629900001. DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. 1932 First Ave goy Suite 201 C Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 BOA R�c� TERM° engineering pllc www.Ipdengineering.com ass' AL �n41\ MIC — 3" BRASS DISC W/PUNCH IN CONC (DHA GPS) N: 180206.724 E: 1302426.944 EL: 35.37 MIC — REBAR NO CAP IN CONC N: 181195.791 E: 1301701.352 EL: 34.51 MIC — 2" BRASS PIN W/PUNCH IN CONC N: 180521.167 E: 1302420.866 EL: 37.76 MIC — 2" BRASS PIN W/PUNCH IN CONC N: 180535.746 E: 1301690.476 EL: 35.75 MIC — 2" BRASS PIN W/PUNCH IN CONC N: 180523.794 E: 1302420.946 EL: 37.78 R-423502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N QO 0 N N I Ln LO T N O O C0 Im C0 Q .J 2 CSI — 2 LCS / 13/2 SURVEYED: SCALE: DATE: VERTICAL:AD 11981 SARTORI ELEMENTARY SCHOOL 4 16 2024 H 3 CSI-3 LCS 24 2 HORIZONTAL: NAD isas/issi CITY O F DESIGNED: �-- FIELDBOOK: 4 CSI-4 LCS /15/2 315 GARDEN AVE N J 5 CSI-5 LCS /29/2 DRAW". ONE INCH RENTON RENTON, WA 98057 PAGEI DRAWING N0: 6 CSI-6 LCS /11/2 CHECKED: DATUM AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE CONTROL PLAN C O . I m IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 2 OF, 29 Q