The URL can be used to link to this page

Home My WebLink About004_C200_Site Layout Plan.PDF� � SITE LAYOUT PLAN °' ,°' 2°' 4°' SCALE: 1 " = 2 0 ' SCALE: �� = 2 0' NORTH LAYOUT GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNN, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON— TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN— LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI— CATIONS. 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLEfE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILIN INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI— CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILIN 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. 4. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON— STRUCTION. 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 A/E IMMEDIATELY. IF ANY DISCREP— ANCIES ARE FOUND ON THE SURVEY PLAN FROM ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 6. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP— MENT� FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REQ'D OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 7. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. 8. ALL CONCREfE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10'-0" MAXIMUM. EXPAN— SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM. CON— TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE PLACED. 9. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE LINES, PROPERN LINES AND OR BUILDING LINES UNLESS OTHERWISE NOTED. 11. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 12. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 13. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH A TACK COAT MATERIAL BEFORE THE NEW ASPHALT IS INSTALLED. 14. ALL HANDICAP RAMPS NOT JUST THOSE THAT ARE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12" LONGITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. LEGEND: — — = PROPERTY LINE ---------------- = CONSTRUCTION LIMIT LINE ��. ::,.. :....! :�.; = HEAVY DUTY CONCRETE PAVEMENT i '� �}�` = 4" CONCRETE PAVEMENT X PLAN NOTES: Os WORK UNDER SEPARATE CONTRACT. OF FUTURE CONSTRUCTION SHOWN APPROXIMATELY. O1 CONCRETE STOOP PER DETAIL 01 /C600. O CONCRETE CURB PER DEfAIL 08/C600. O3 8° THICK REINFORCED CONCRETE PAVEMENT PER DETAIL 08/C600. O4 D(PANSION JOINT PER APPLICABLE DETAILS. O5 BOLLARD PER DETAIL 02/C600. O6 STEEL BARRIER POST PER DETAIL 09/C600. CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT—OF—WAY SHALL CONFORM TO CURRENT CIN OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT—OF—WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE—CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT—OF—WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. HOLEY MOLEY SAYS, "DON'T DIG BLIND" L 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: � +° �� .. PEDGOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: CS� Architects ARCHITECTURE • INTERIOR DESIGN 280 East 96th Street, Suite 100 • Indianapolis, Indiana 46240 Main 317.848.7800 • Fax 317.574.0957 • csoinc.net OFFICE BLDG.7-C-2 PARKING GARAGE 7-C-3 7-C-4 E.C. 7-C-11 � ♦ ,= �� '�� ,'� �' �� I ►. ; � � Pro�ect. COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTIDN TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATIDN IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS, ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE �RIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. ND PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING �R BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED,COPIED, EXHIBITED,PHOTOGRAPHED,PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTEDIN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GRDUP, LLC, c COPYRIGHT 2006, 2007, 2008, 2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET rin a e Sheet Issue Date 12/22/09 Drawn By Checked By KIRT GSS Last Revision Date: O O O O O O Project Number: Parcel 7C-1 Sheet Title: SITE LAYOUT PLAN Sheet Number: