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Home My WebLink AboutC101 Site Demolition PlanCorner NW /4 28— T18N —R4E ;s Plug Found H.C.S./?. ties f ei 6" Pvc Roof Drain "shown per Plans, not field verified Curb Inlet TCt .BC 794.88 Inv 18" -791.7 Inv: 12"- 791.9 'PLAY HOUSE' TO BE REMOVED BY ADJACENT OWNER "BURKLE" r J FO 0 vr vr 5 f 1 i II M #1 rn El: 797.18 N 89 W 400.00' 5 89'48'23" E 400.00' 6' Wood Panel privacy fence C rte', %i r W REMOVE ALL VEGETATION ALONG NORTH PROPERTY UNE EXI INST G 16' WATER FviAlI1 f ast 131st Street r5F7TRITOTUN LI 3P CONSTRU itoN LIMITS Water line shown per Plans supplied by Schmidt Arch, (Unveri)ed in field) N 89'48'23" W 400. 00' S 89'48'23" E 4Ia 'G0 REMOVE ALL VEGETATION ALONG NORTH PROPERTY UNE 9a 3' irr Il *.Ar '0 -"I lik Xfmr J W as IPF "Weih e Xfmr CMF •790 R 737 88 Pray House "Encroachment" 0 0 0 0 0 2 0 11 12 13 14 15 16 17 GENERAL DEMOLITION NOTES: 1. DISTUBED ACREAGE 7.74± ACRES 2. CURB -CUTS ALONG 131st STREET AND GRAY ROAD TO REMAIN. 3. EXISTING VEGETATION OUTSIDE THE PROPOSED CURB TO THE SOUTH AND WEST WILL BE PRESERVED UNLESS OTHERWISE NOTED. SEE LANDSCAPE SHEET FOR DETAILS. 4. PREP AND PREPARE PAVEMENT FOR OVERLAY AND RESTRIPING. 5. DISCONNECT AND ABANDON OR REMOVE ALL UTILITIES AS REQUIRED (UNLESS OTHERWISE NOTED). COORDINATE W/ ALL SERVICE PROVIDERS. DEMOLITION PLAN NOTES: �1 REMOVE ASPHALT TO SUBGRADE. ANY ASPHALT REMOVED IN DEDICATED ROW SHALL BE REPLACED WITH ROW PAVEMENT SECTION. SEE DETAIL SHEET c REMOVE ALL STRUCTURES, BUILDING, AND CONCRETE FROM EXISTING BUILDING LOCATION TO 42" BELOW PROPOSED FINISHED FLOOR ELEVATION UNDER UMITS OF NEW BUILDING. DISCONNECT AND ABANDON OR REMOVE ALL UTILITIES AS REQUIRED. (UNLESS OTHERWISE NOTED) COORDINATE W/ ALL SERVICE PROVIDERS. REMOVE TREE /SHRUB SALVAGE TREE FOR TRANSPLANTING SEE LANDSCAPE PLAN SHEET C106 SAWCUT CURB SAWCUT EXISTING PAVEMENT FULL DEPTH FOR REMOVAL FILL AND ABANDON STORM PIPE REMOVE CONCRETE CURB REMOVE CONCRETE DISCONNECT; ABANDON /REMOVE AND RELOCATE UTILITIES AS REQUIRED. COORDINATE WITH SHEET C105, ARCHITECTURAL DRAWINGS AND ALL SERVICE PROVIDERS FOR NEW LOCATIONS. ALL UTILITIES THAT ARE TO BE RELOCATED SHOULD BE DONE SO AT THE SAME TIME. REMOVE EXISTING UGHT FIXTURE REMOVE EXISTING SANITARY PIPE /STRUCTURE REMOVE EXISTING ROOF DRAIN AND STORM PIPE /STRUCTURE CUT AND PLUG ROOF DRAIN FOR CONNECTION TO PROPOSED REMOVE EXISTING INLET REPLACE WITH PROPOSED INLET PER THE GRADING DRAINAGE PLAN. RECONNECT ANY PIPING FROM SITE OR OTHER LOCATION LIMITS OF NEW BUILDING INSTALL PRESERVATION FENCE AROUND ALL EXISTING VEGETATION NEAR CONSTRUCTION ACTMTY BEFORE CONSTRUCTION BEGINS IRRIGATION VALVE TO BE RELOCATED. HATCH LEGEND AREAS WHERE EXISTING STRUCTURES, BUILDING, AND CONCRETE IS TO BE REMOVED. ITS AREAS WHERE EXISTING ASPHALT PAVING IS TO BE Ir:S REMOVED TO SUBGRADE. 4 0 0 re, 0 0 0 Co 892 STM 0 .-894.501 W GAS F.F.E. TC INV RCP CMP PVC SIR. M.E.G. SSD TOC GUT OUL TBM WV 0' LEGEND EXIST. FIRE HYDRANT EXIST. WATER METER /VALVE EXIST. SIGN EXIST. MONITOR WELL EXIST. IRON PIN OR PK (SET /FOUND) EXIST. GAS METER EXIST. GAS VALVE EXIST. STORM INLET EXIST. STORM /SAN. /TELE. MANHOLE EXIST. ELECTRIC METER EXIST. POWER POLE EXIST. GUY ANCHOR EXIST. TELEPHONE PEDESTAL EXIST. MANHOLE EXIST. CLEANOUT EXIST. SANITARY SEWER UNE EXIST. STORM SEWER UNE EXIST. CONTOURS PIPE END SECTION RIGHT -OF -WAY LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE PROPOSED fi" HDPE ROOF DRAIN PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION DRAINAGE FLOW ARROW WATER UNE GAS UNE FINISH FLOOR ELEVATION TOP OF (MANHOLE INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE STRUCTURE MATCH EXISTING GRADE SUB- SURFACE DRAINAGE TOP OF CURB GUTTER OVERHEAD Ul1LTIY UNE OVERHEAD TELEPHONE TEMPORARY BENCHMARK WATER VALVE 80 Call 1 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" PROTEG11014 s»> 1l CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES„ INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE 5 NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 BOO 382 --5544 SCHMIDT ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204 -2126 317 -263 -6226 Fax: 317 263 -6224 Project No. 2003 -032 W03.0545 04.16.2004 Project Date Produced Revision Date REVISIONS PER CARMEL TAO COMMENTS 07 -23 -2004 REVISIONS PER OYIMER'S COMMENTS 08-11 -2004 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. g eM4404. JAMES K. SHINNEMAN P.E. 10200392 =z5 Q no a_ 7 0 0- 0 0 (1) clo