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HomeMy WebLinkAbout04060200 Site Plan,9 A='- -v EXISTING TREE TO BE 03/01/04 4702.002 W PROTECTED FROM DAMAGE DRIP LINE DRIP LINE DRIPUNE DURING CONSTRUCTION. PLAN DRAWING FILES: N: \4k \4702 \002 \dwgs \O20604 \D101.dwg XREF: N: \4k\ 4702 \002 \dwgs \020604 \4702002C.dwg 0 XREF: SHEET NO.: PLACE MATERIALS OR� ENT UNDER TREE. PROTECTIVE FENCING SHALL BE F---r' 1 fD�119A�IE SENTRY — SECURA SAFETY FENCING AS MANUFACTURED BY TENAX. M U Z PROTECTIVE FENCING TO BE 4' HIGH, SNOW FENCE (OR OTHER BARRIER) TREE TRUNK HDPE WITH A DIAMOND SHAPED MESH. COLOR TO BE ORANGE. W E- / 6' TALL FENCE \ / v POST ® 10' -0" O U / O.C. TYP. O r ELAH EXISTING GRADES WITHIN LINE TO REMAIN 71 A DRIP THE BEST METHODIS TO PLACE THE PROTECTIVE FENCE AT THE DRIPUNE UNCHANGED. / OF THE TREE OR AT THEMAXIMUM DISTANCE POSSBLE FROM ALL SIDES OF THE TRUNK. 0 w B z IF METHOD 'A'IS NOT POSSIBLE BECAUSE OF OBSTRUCTIONS, METHOD 'B' IS TO PACE A TRIANGULAR BARRIER AROUND THE TRUNK. C IF OTHER 'A' 01 'B' ARE NOT POSSIBLE, TRUNK PROTECTION CAN BE — ACHIEVED BY HIRING LATH TO THE TRUNK TO PREVENT DAMAGE FROM EOUIPMENT CONTACT. IF THIS METHOD IS USED, UMT EOUIPMENT TRAFrIC IN ROOT ZONE TO MINIMIZE SOIL COMPACTION. - ��H TRIMBING LOWER LIMTS PRIOR TO CONSTRUCTION MAY IMPROVE SURVIVAL RATE. CONSUL' AN ARBORIST PRIOR TO PERFORMING WW. TREE PROTECTION DETAIL TREE PROTECTION DETAIL 1 SCALE: NOT TO SCALE NTS 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, All and employees from and against any damages, including but not limited to reasonable attorneys fees, resulting from the use, distribution, change, or T 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. ASSUMED NORTH SCALE: 1 "= 30 ' HOLEY MOLEY SAYS 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. 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 SI iES, 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. OA REMOVE EXISTING CURB BO SAW CUT CURB /PAVEMENT OC REMOVE FLAG POLES, SALVAGE AND RETURN TO OWNER DO EXISTING TIE /WALL TO BE REMOVED OEXISTING TIE /CURB TO REMAIN EXISTING TREE TO BE REMOVED . EXISTING TREE TO BE REMAIN G� EXISTING STRIPPING TO BE REMOVED HU EXISTING FENCE TO BE REMOVED, SALVAGE AT OWNERS' DISCRETION M D SANITARY STRUCTURE /SEPTIC TANK TO BE REMOVED KO SANITARY LATERAL TO BE REMOVED OTEMPORARY CONSTRUCTION FENCE TYPE & SIZE AS DIRECTED BY CONSTRUCTION MANAGER OREMOVE POLE, SEE SITE ELECTRICAL FOR REROUTING POWER OEXISTING TREE TO BE PROTECTED DURING ENTIRE CONSTRUCTION PROCESS, SEE DETAIL THIS SHEET. EXISTING PAVEMENT TO BE REMOVED EXISTING LANDSCAPE AREA/WOODS TO BE REMOVED, COORDINATE REMOVAL OF TREES AND SHRUBS PRIOR TO ANY DEMOLITION OF MATERIAL. cl- cry EXISTING BUILDING TO BE REMOVED < 3. EXISTING CONCRETE /BRICK TO BE REMOVED 46.1 EXISTING ASPHALT TO REMAIN UNTIL NEW SITE PAVING IS TO COMMENCE. IF GRADES ALLOW THIS AREA MAY BE RESURFACED INSTEAD OF REMOVED. FIELD LOCATE EXISTING SERVICE CONNECTIONS. CUT AND TEMPORARILY CAP EXISTING UTILITIES AT LOCA11ON 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. V) 0 s w z W z W w J 0 I vim z� O N tn� > o w 100 CON .5TRUCTION DOCUMENTS I E� DATE. Z� THIS DRAWING AND THE IDEAS, DESIGN 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) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services ISIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/01/04 4702.002 W N� w RDR MS0 SHEET TITLE: DEMOLITION PLAN DRAWING FILES: N: \4k \4702 \002 \dwgs \O20604 \D101.dwg XREF: N: \4k\ 4702 \002 \dwgs \020604 \4702002C.dwg 0 XREF: SHEET NO.: F---r' M U Z W E- z S O U z O W 0 w z DATE: PROJECT NO.: 03/01/04 4702.002 DRAWN BY: CHECKED BY: RDR MS0 SHEET TITLE: DEMOLITION PLAN DRAWING FILES: N: \4k \4702 \002 \dwgs \O20604 \D101.dwg XREF: N: \4k\ 4702 \002 \dwgs \020604 \4702002C.dwg XREF. ,N: \4k \4702 \002 \dwgs \020604 \Titlel.dwg XREF: SHEET NO.: J i v I