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Home My WebLink AboutD100CARMEL-CLAY PARKS & RECREATION BOARD TRACT A - INSTR. #9809807935 TRACT B - INSTR. #9809807936 W W W WWE E EEE E EEEEE E EEEEEEEC C C C C G G G G EE E EOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUEN00°09'42"W 761.17'S89°59'52"W 775.74' D D D D D D DD D DD D D D D D D D D D D D D D D D DD D D D D D D D D D D DD DD D DDDDDDDDDD DDDD D DDDDD D D D D D DD D D D DD D D D D DDD D DD DD D DDD D10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200371CARMEL, IN 46033AQW20037103/05/2020BSAQLAWRENCE W. INLOW PARKPHASE II IMPROVEMENTSRUSSELL L. WEBSTER II, PE No. 11900318 03/23/2021RUSSELLL.WEBST ER IIPROFESSIONA L E NGINEE RRE G I S T ER E DINDIA N A PE11900318 STATE OF NO. D100DEMOLITION PLANW S N E DEMOLITION NOTES: 1. REMOVAL OF EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND OR LOCAL LAWS AND ORDINANCES. 2. CONTRACTOR MUST TAKE PROPER CARE TO ADDRESS UNEXPECTED CONDITIONS AND UTILITIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONSULT A SOILS ENGINEER FOR RECOMMENDATIONS AND CONSULT WITH THE PROJECT MANAGER IMMEDIATELY IF UNFORESEEN CONDITIONS ARE ENCOUNTERED ON SITE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS, BUT NOT LIMITED TO THE EXCAVATING AND DEMOLITION CONTRACTOR OR CONTRACTORS, MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, SO NOT TO CAUSE DAMAGE. 5. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON THE SITE. ALL VERIFICATIONS, LOCATIONS, SIZE, AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 7. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 8. IT IS THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL, AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, PUBLIC PARKING AREAS, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE DEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER. 9. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE ENGINEER AND MAY NOT BE ACTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 10. ANY PAVEMENT, CONCRETE, OR ASPHALT DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR. 11. SEDIMENT AND EROSION PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH SHEET C301 - PRE-CON SWPPP OR AS NECESSARY, PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, DEMOLITION OR CONSTRUCTION ACTIVITIES. EXISTING CONCRETE AND BASE TO BE COMPLETELY REMOVED EXISTING NATURAL CRUSHED STONE TO BE COMPLETELY REMOVED EXISTING BRICK PATH AND BASE TO BE COMPLETELY REMOVED EXISTING BUILDING STRUCTURE TO BE COMPLETELY REMOVED EXISTING TREE TO BE COMPLETELY REMOVED EXISTING TREE TO REMAIN AND PROTECTED FROM ALL WORK EXISTING CONCRETE AND BASE TO BE COMPLETELY REMOVED EXISTING NATURAL CRUSHED STONE TO BE COMPLETELY REMOVED (MINIMUM4" DEPTH) EXISTING CONCRETE PAVERS AND BASE TO BE COMPLETELY REMOVED EXISTING BUILDING STRUCTURE TO BE COMPLETELY REMOVED EXISTING RETAINING/SEAT WALL TO BE COMPLETELY REMOVED EXISTING BOOK BOX TO BE REMOVED AND RELOCATED PER C101 LAYOUT PLAN EXISTING PLAYGROUND WATER VAULT TO BE REMOVED. ALL UTILITIES SHALL BE PROPERLY SHUT OFF AND TERMINATED WITH LOCATIONS MARKED A A A D E A C CB B A E B C D B C D E E F F G G CONCRETE SHALL BE CUT AND REMOVED AT THE NEAREST CUT OR EXPANSION JOINT H H H H H H EXISTING VEGETATION TO BE COMPLETELY REMOVEDH EXISTING VEGETATION TO BE COMPLETELY REMOVED H DEMOLITION LEGEND CONCRETE SHALL BE CUT AND REMOVED AT THE NEAREST CUT OR EXPANSION JOINT CONCRETE CURB SHALL BE PROTECTED DURING CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL UNDERGROUND UTILITY AND DRAINAGE CONNECTIONS TO EXISTING SPLASH PAD CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL UNDERGROUND UTILITY CONNECTIONS TO EXISTING SPLASH PAD E A SEE C300 FOR REMOVAL OF STORM AND SEAL EXISTING AREA INLET CONTRACTOR SHALL BE REMOVE DISC GOLF TEE PAD AS PART OF PICKLEBALL WORK, AND REPLACE AT LOCATION TO BE DETERMINED EXISTING PARK SIGN TO BE COMPLETELY REMOVEDI I CONSTRUCTION LIMITS 2 CONSTRUCTION LIMITS 2 LIMITS OF DISTURBANCE CLARIFICATION 04/16/2021 AMQ2 06/17/21