Loading...
HomeMy WebLinkAboutTED4002165.2SECTION 18, TWP 23 N, RGE 5 E, W.M. L5 F--L6 N 30*28'19" W 37.54' N 70'01'57" E 41.31' CURVE RADIUS I LENGTH DELTA C1 131.75' 24.04' 10*2724" C2 10.00' 12.58' 72'05'51" LEGEND LEGEND W EXISTING PROPOSED EXISTING PROPOSED PROPERTY LINE FIRE HYDRANT Y — — — _ EASEMENT LINE WATER VAULT Q MONUMENT IN CASE m SPRINKLER HEAD • FOUND CORNER AS NOTED o MONITOR WELL CONTOUR-22 S SEWER LINE S+� CURB LINE SEWER MANHOLE' to • 4• 4 =r GAS METER CEMENT CONCRETE ' © TELEPHONE VAULT THE EXISTING SITE CONDITIONS SHOWN ON THIS MAP — 's 0 _SD— STORM DRAIN LINE SD— p ELECTRICAL VAULT WERE OBTAINED FROM DOCUMENTS PREPARED BY OTHERS. Raw2l6ef S. DRAIN CLEANOUT ® THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING t UTILITY POLE W/ANCHOR CATCH BASIN THE ACTUAL SITE CONDITIONS PRIOR TO BIDDING OR CITY OF RENTON ® ■ LIGHT POLE CONSTRUCTION OF ANY SITE FACILITIES. Leonard, Boudinot & Skod'e Inc. � STORMDRAIN MANHOLE � DEPARTMENT OF PUBLIC WORKS SIGN PROFESSIONAL ENGINEERS & LAND SURVEYORS ,,� 0 FRED MEYER WATER LINE ® WALKWAY MounSoVernon First P.O. Box 1228 ® WA TER METER RENTON CENTER —x—x x—�c— FENCE LINE Tel- 206-336-5751 Fax: 206-336-3981 pa WATER VALVE N EXISTING CONDITIONS d N y O '5zz yN