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HomeMy WebLinkAboutW-367412Ld a z U W O N 3:1 LEGEND U LU O rrz LU LU U Q J W rrZ Q rr W H Q W U rrQ rr LU W rrLU H Z O IP FIL TER FABRIC INLET PR07EC71ON PROPOSED ROAD WA Y MONTEREY PLACE NE RESTORA TION AREA EX. CONCRETE CURB & GUTTER TO REMAIN UNDAMAGED AND IN-PLACE. 2" HMA (CL. 1/2" PG 64-22) OVERLAY /-2" HMA (CL. 1/2" PG 64-22) EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE. SAWCUT AND REMOVE OR GRIND. SEAL WITH AR4000W. —EX. ASPHALT PAVEMENT (DEPTH VARIES) "EXISTING SUBGRADE 6" CRUSHED SURFACING TOP COURSE BACKFILL MATERIAL AS REQUIRED BY THE ENGINEER: - NATIVE MATERIAL - SELECT IMPORTED TRENCH BACKFILL - CRUSHED ROCK - FLOWABLE FILL REPLACE PAVEMENT AND SUBGRADE BETWEEN EDGE OF TRENCH AND FACE OF GUTTER. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH 2" MIN. HOT MIX ASPHALT AT END OF EACH WORK DAY. THE FINAL PATCH SHALL BE INSTALLED WITHIN TWO (2) WEEKS OF FINAL INSPECTION AND TRANSFER OF SERVICE TO THE NEW WATER MAIN. FOLLOWING THE COMPLETION OF THE NEW WATER LINES AND ALL RELATED APPURTENANCES, THE CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT, SUBSTANDARD SUBGRADE MATERIALS, AND REPLACE WITH 6" CRUSHED SURFACING TOP COURSE AND 4" OF HOT MIX ASPHALT CONCRETE PAVEMENT TO BE PLACED IN TWO (2) 2" LIFTS. Know what's below. �,_ Call before you dig. TRFNC;H RESTORATIoN nFTAII ONE -CALL 7-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 REVISION AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A TE L Y R E F L E C T E D H E R E O N. i /. .10.5 SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW APPROVED: AG, LH SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 Alt__-T� DATUM 4 '4 R CITY OF t RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT ROADWAY RESTORATION AND TESC PLAN DATE: FEB 2014 FIELDBOOK: PAGE: DRAWING N0: D-3 SHEET: 9 F: 20