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Home My WebLink AboutD101 Demolition PlanREVISIONS: PROJECT NO.: 4702.002 100% CONSTRUCTION DOCUMENTS F DATE: ?A: THIS DRAWING AND THE ID DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2004)1 DATE: 03/01/04 PROJECT NO.: 4702.002 DRAWN BY: RDR CHECKED BY: MSO SHEET TITLE: DEMOLITION PLAN DRAWING FILES: N: \4k \4702 \002 \dwgs \020604 \D101.dwg XREF: N: \4k\ 4702 \002 \dwgs \020604 \4702002C.dwg XREF: N: \4k\ 4702 \002 \dwgs \020604 \Titlel.dwg XREF: SHEET NO.: .r 2. oo tt 4041 'I. r 0 1 1 TELEPHONE SEMI vN REMOVAL OF THIS EXISTING TIE WALL TO BE BY OWNER PI{; f:N INSTALL TEMPORARY GATE DRIPUNE SNOW FENCE (OR OTHER BARRIER) SCALE: NOT TO SCALE REMOVE SEPTIC TANK FIELD WITHIN AREA OF NEW CONSTRUCTION. (EXACT LOCATION UNKNOWN) BACVILL COMPACT EXCAVATION IN 8 MAX. UFTS. \IMUM DISTA CE i. ELAN. NOTE: V B NOTE: DO NOT PLACE MATERIALS OR 7 EQUIPMENT UNDER TREE. A THE BEST METHOD IS TO PLACE THE PROTECTIVE FENCE AT THE DRIPLINE OF THE TREE OR AT THE MAXIMUM DISTANCE POSSIBLE FROM ALL SIDES OF THE TRUNK: B IF METHOD A' IS NOT POSSIBLE BECAUSE OF OBSTRUCTIONS, METHOD 'B' IS TO PLACE A TRIANGULAR BARRIER AROUND THE TRUNK. C IF EITHER "A' OR "B' ARE NOT POSSIBLE, TRUNK PROTECTION CAN BE ACHIEVED BY WIRING LATH TO THE TRUNK TO PREVENT DAMAGE FROM EQUIPMENT CONTACT. IF THIS METHOD IS USED, UMIT EQUIPMENT TRAFFIC IN ROOT ZONE TO MINIMIZE SOIL COMPACTION. TRIMBING LOWER UMBS PRIOR TO CONSTRUCTION MAY IMPROVE SURVIVAL RATE. CONSULT AN ARBORIST PRIOR TO PERFORMING WORK. TRHE PROT H CTION D IH:TAIL TREE TRUNK 6' TALL FENCE POST CO 10' -0" O.C. TYP. NTS PROTECT EXISTING SANITARY MANHOLE, FROM DAMAGE EXISTING TREE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. PROTECTIVE FENCING SHALL BE SENTRY SECURA SAFETY FENCING AS MANUFACTURED BY TENAX. PROTECTIVE FENCING TO BE 4' HIGH, HDPE WITH A DIAMOND SHAPED MESH. COLOR TO BE ORANGE. EXISTING GRADES WITHIN DRIP LINE TO REMAIN UNCHANGED. DRIP LINE TREE PROTECTION DETAIL I Is IRRIGATION VAL. V DRIP LINE l-i rL =T I—" I I yi ql �5 GAPING iR C;A 'HON VALVES RAN IC; 10 0 NV C Nf x�. I RAP AREA TO BE RE— STRIPPED r }S� i DEMOUTION BY OTHERS I 1 I 1 f I I I I T -4 _..i.._._ 1 I i L r DEER FOR THE USE OF DIGITAL ALES THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. MOEMC)INI IDT]ES 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 BE AWARE THAT EXISTING BUILDING BASEMENTS AND FOUNDATIONS MAY BE FOUND. PROPER CARE MUST BE USED TO CONSTRUCT PROPOSED FOUNDATIONS AND UTILITIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO USE A SOILS ENGINEER FOR RECOMMENDATIONS DURING THE SITE CONSTRUCTION PHASE. 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 OR LANDSCAPE 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 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 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 THE CONTRACTOR 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 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, 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 CONSTRUCTION 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT WHOM IS RESPONSIBLE TO REMOVE, RELOCATE, AND /OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. M1E 1N REMOVE EXISTING CURB SAW CUT CURB /PAVEMENT REMOVE FLAG POLES, SALVAGE AND RETURN TO OWNER EXISTING TIE /WALL TO BE REMOVED EXISTING TIE /CURB TO REMAIN EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMAIN EXISTING PAVEMENT TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING CONCRETE /BRICK TO BE REMOVED 0 EXISTING ASPHALT TO REMAIN UNTIL NEW SITE PAVING IS TO COMMENCE. IF GRADES ALLOW THIS AREA MAY BE RESURFACED INSTEAD OF REMOVED. ASSUMED SCALE: 1 EXISTING LANDSCAPE AREA /WOODS TO BE REMOVED, COORDINATE REMOVAL OF TREES AND SHRUBS PRIOR TO ANY DEMOLITION OF MATERIAL. NORTH =30 FIELD LOCATE EXISTING SERVICE CONNECTIONS. CUT AND TEMPORARILY CAP EXISTING UTILITIES AT LOCATION DIRECTED BY UTILITY CO. FOR FUTURE RECONNECTION TO NEW BUILDING. RELOCATION OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS WELL AS COORDINATION WITH RELATIVE UTILITY COMPANIES. CONTRACTOR TO CARRY ALL COSTS RELATED TO UTILITY EXPENSES AND COSTS TO ACCOMPLISH SAID RELOCATION. HOLEY MOLEY SAYS e DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. EXISTING STRIPPING TO BE REMOVED EXISTING FENCE TO BE REMOVED, SALVAGE AT OWNERS' DISCRETION SANITARY STRUCTURE /SEPTIC TANK TO BE REMOVED SANITARY LATERAL TO BE REMOVED 0 TEMPORARY CONSTRUCTION FENCE TYPE SIZE AS DIRECTED BY CONSTRUCTION MANAGER MO REMOVE POLE, SEE SITE ELECTRICAL FOR REROUTING POWER O EXISTING TREE TO BE PROTECTED DURING ENTIRE CONSTRUCTION PROCESS, SEE DETAIL THIS SHEET. Schn�ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schneidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CROOKED STICK GOLF COURSE NEW CLUBHOUSE BUILDING CARMEL, IN RATIO ARCHITECTS, INC. INDIANAPOLIS, IN