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HomeMy WebLinkAboutPlans,FullSet_2013.09.07_Part2C1.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 C1.0 SITE DIMENSIONAL PLAN.dwg C1.0 9/5/2013 2:01:27 PM 07/19/2013 1" = 20' HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 SITE DIMENSIONAL PLAN JOB NO: 130343 SCALE: 1" = 20'-0" SITE DIMENSIONAL PLAN NO R T H CAR PARKING REQUIRED: 1/1200 SF = 7 SPACES REQUIRED PROVIDED: BARRIER FREE1 STANDARD 17 TOTAL 18 BICYCLE PARKING: 1/100 FT. OF BUILDING FRONTAGE REQUIRED:4 MIN. PROVIDED:4 PARKING COUNT SETBACKS OM/V REQUIREDPROVIDED FRONT:0.00'0.00' SIDE:0.00"0.00' REAR:0.00'113.50' LOT COVERAGE IMPERVIOUS:18,634 SF PERVIOUS:24,180 SF TOTAL SITE:42,812 SF LOT COVERAGE RATIO: 43% 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 C1.1 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 C1.1 SITE UTILITY PLAN.dwg C1.1 9/5/2013 2:31:57 PM 07/19/2013 1" = 20' HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 SITE UTILITY PLAN JOB NO: 130343 SCALE: 1" = 20'-0" SITE UTILITY PLAN NO R T H GENERAL NOTES: 1.ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS IN FORCE AT TIME OF CONSTRUCTION. 2.ARCHITECTURAL WORK SHALL BE ACCORDING TO THE INTERNATIONAL BUILDING CODE AS MODIFIED BY THE STATE OF INDIANA. 3.ELECTRICAL WORK SHALL BE PERFORMED BY A STATE OF INDIANA LICENSED ELECTRICIAN ACCORDING TO THE N.F.P.A. NATIONAL ELECTRICAL CODE AS MODIFIED BY THE STATE OF INDIANA. FURNISH AND INSTALL ALL MATERIALS AND LABOR TO PROVIDE A COMPLETE WORKING SYSTEM. 4.ALL PLUMBING WORK SHALL BE PERFORMED BY A STATE OF INDIANA LICENSED PLUMBER ACCORDING TO THE INTERNATIONAL PLUMBING CODE AS MODIFIED BY THE STATE OF INDIANA AND LOCAL HEALTH DEPARTMENT. FURNISH AND INSTALL ALL MATERIALS AND LABOR TO PROVIDE A FULL WORKING SYSTEM. 5.ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE INTERNATIONAL MECHANICAL CODE AS MODIFIED BY THE STATE OF INDIANA AND THE INDIANA ENERGY CODE. FURNISH AND INSTALL ALL MATERIALS AND LABOR TO PROVIDE A FULL WORKING SYSTEM. 6.ALL WORK SHALL CONFORM TO THE INDIANA HANDICAPPED ACCESSIBILITY CODE AND THE AMERICANS WITH DISABILITIES ACT. 7.WATER SERVICE PRESSURE TESTING AND CHLORINATION SHALL BE PER THE CARMEL WATER DIVISION AND HEALTH DEPARTMENT REQUIREMENTS. 8.SANITARY SEWER INSTALLATION AND TESTING MUST MEET THE REQUIREMENTS OF THE CLAY TOWNSHIP WASTE DIVISION (CTRWD) AND THE INDIANA DEPT. OF ENVIRONMENTAL QUALITY. 9.ALL REGULATORY SIGNAGE (IF SPECIFIED) SHALL BE PER THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT). 10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT COSTS, TAP FEES, METER DEPOSITS, PERMANENT UTILITY APPLICATIONS, BONDS, AND ALL OTHER FEES REQUIRED FOR PROPOSED WORK. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE REQUIRED BY THE INDIANA DEPARTMENT OF TRANSPORTATION. 11.CONTACT "HOLEY MOLEY" AT 811 FOR LOCATION OF UNDERGROUND UTILITIES A MINIMUM OF 48 HOURS BEFORE COMMENCING EXCAVATION WORK. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO ARE NOT PART OF THE "HOLEY MOLEY" ALERT SYSTEM. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. 12. ANY SANITARY SEWER, SANITARY SEWER SERVICE LEADS, WATER MAIN, WATER SERVICES, OR STORM SEWER WHICH IS DAMAGED BY THE CONTRACTOR DURING HIS OPERATIONS SHALL BE REPAIRED TO THE OWNERS SATISFACTION, AND AT THE CONTRACTORS EXPENSE. 13.THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ELECTRICAL TRANSFORMER PAD PER THE UTILITY COMPANY SPECIFICATIONS. 14.TELEPHONE UTILITY COMPANY SHALL PROVIDE UNDERGROUND TELEPHONE TO THE BUILDING AT THE OWNERS EXPENSE. 15.THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETING WITH THE HAMILTON COUNTY AND THE CITY OF CARMEL ENGINEERING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. 16.DESIGN, INSTALLATION AND SPECIFICATION FOR IMPROVEMENTS RELATED TO GAS, TELEPHONE, ELECTRIC AND CABLE TELEVISION SERVICES SHALL BE COORDINATED BY THE CONTRACTOR. 17.CONTRACTOR SHALL COORDINATE TELEPHONE, ELECTRIC, AND CABLE TELEVISION CONDUITS WITH THE APPROPRIATE UTILITY PRIOR TO PAVEMENT INSTALLATION. 18.CONTRACTOR IS TO UNCOVER AND CONFIRM ALL TAP LOCATIONS. LOCATION DISCREPANCIES ARE TO BE BROUGHT TO THE ENGINEERS ATTENTION FOR RESOLUTION. 19.COMMERCIAL WATER SERVICES SHALL BE FITTED WITH AN INTERIOR BACKFLOW PREVENTION DEVICE. (BY PLUMBER) 20.THE UTILITY CONTRACTOR IS TO PROVIDE THE WATER SERVICE PIPING FROM OUTSIDE THE BUILDING TO THE EXISTING WATER LINE. THE CONTRACTOR SHALL COORDINATE SERVICES WITH THE WATER COMPANY. 21.CONTRACTOR/OWNER SHALL OBTAIN UTILITY CONNECTION PERMITS AND SETTLE APPLICABLE UTILITY ASSESSMENTS PRIOR TO EXTENSION OF PUBLIC UTILITIES ONSITE 22.MANHOLE AND CATCH BASIN STRUCTURES SHALL BE PRECAST AND HAVE A MAXIMUM OF 2 ADJUSTING RINGS FOR FINISH GRADE ADJUSTMENT. 23.ALL WATER MAIN TO HAVE A BURIAL DEPTH AS REQUIRED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT FOR THE SPECIFIC REGION OF WORK IN HAMILTON COUNTY. 24.EXCAVATION PERMITS SHALL BE OBTAINED FROM CITY OF CARMEL AND HAMILTON COUNTY. 25.DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED. 26.PROVIDE 4" DIA. SCHEDULE 40 PVC SLEEVES FOR IRRIGATION SYSTEM AND TELEPHONE SERVICE TEMPORARILY CAP AND STAKE LOCATIONS FOR ENDS. COORDINATE WITH THE TELEPHONE COMPANY FOR LOCATIONS. EXTEND 2'-0" BEYOND CURB UNLESS NOTED OTHERWISE. COORDINATE LOCATION AND SLEEVE TERMINATIONS WITH LANDSCAPING. 27.PROVIDE SEPARATE WATER METERS FOR POTABLE & IRRIGATION SERVICES, BY PLUMBING CONTRACTOR 28.THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT PREPARED BY ENVIRONMENTAL SERVICE ASSOCIATES, DATED JUNE 20, 2013 AND TAKE SPECIAL NOTICE TO TOPSOIL DEPTH AND GROUND WATER LOCATION BEFORE BIDDING THE PROJECT. SITE PLAN NOTES: A.DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. B.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. C.ALL CURB RADII AND DIMENSIONS ARE TO FACE OF CURB. CURB TO BE PROVIDED WHERE SHOWN AND INTEGRAL WITH SIDEWALK AT PAVING EDGE. D.SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS SHOWN. NOMINAL GRADING, SLOPE SIDEWALKS AWAY FROM BUILDING AT 1/4" PER FOOT ON ENTRY WALK. SITE MATERIALS & CONSTRUCTION NOTES: 1.SOIL BEARING CAPACITY IS ASSUMED TO BE 2000 PSI WHERE UNDISTURBED. NOTIFY THE ARCHITECT IF LESSER CONDITIONS ARE ENCOUNTERED. (G.C. TO VERIFY BEARING CONDITION IN THE FIELD.) 2.FOOTING CONCRETE SHALL BE POURED TO THE DEPTH REQUIRED TO BEAR ON UNDISTURBED SOIL OR ON GRANULAR FILL COMPACTED TO 98% MODIFIED PROCTOR DENSITY. 3.CONCRETE TESTING - CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING ENGINEER TO VERIFY THE SLUMP, AIR ENTRAINMENT AND PROVIDE (3) CYLINDER SAMPLER FOR EACH DAYS POUR OR EACH 50 CY. OF CONCRETE. WHICHEVER OCCURS MOST OFTEN. 4.SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE PROTECTED AGAINST ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS FROM DISTURBANCE, RAIN AND FREEZING. SURFACE RUN-OFF WATER SHOULD BE DRAINED AWAY FROM THE EXCAVATION AND NOT ALLOWED TO POND. IF POSSIBLE, ALL FOOTING CONCRETE SHOULD BE POURED THE SAME DAY THE EXCAVATION IS MADE. IF THIS IS NOT PRACTICAL, THE FOOTING EXCAVATIONS SHOULD BE ADEQUATELY PROTECTED. 5.REMOVE ALL SUBGRADE GRADE MATERIAL THAT MAY BE SOFTENED BY RAINS, FREEZING, OR CONSTRUCTION TRAFFIC, ETC. AND REPLACE WITH COMPACTED GRANULAR FILL. 6.STORM SEWER SHALL BE: A.CORRUGATED DOWNSPOUT LEADERS SHALL BE HDPE PIPE BY ADS OR EQUAL. B.STORM SEWER SHALL BE CLASS IV REINFORCED CONCRETE PIPE. C.INLETS, CATCH BASINS AND MANHOLES SHALL BE REINFORCED CONCRETE WITH RIM CASTINGS AS SPECIFIED IN THE DRAINAGE STRUCTURE INFORMATION TABLE. 7.SANITARY SEWER PIPE MAY BE SCHEDULE 40 PVC SDR 3034 MATERIAL WITH SOLVENT WELDED SCHEDULE 80 FITTINGS. 8.ALL WATER SERVICE LINES SHALL BE 2" TYPE "K" COPPER PIPE WITHIN 5' OF BUILDING, WITH COMPRESSION FITTINGS OR MECHANICAL FITTINGS OTHER THAN FLARED ENDS. PROVIDE 5' COVER FROM FINISHED GRADE. 9.MAINTAIN 10 FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER MAIN UTILITIES. PROVIDE 18" MINIMUM VERTICAL SEPARATION WHERE UTILITIES CROSS. 10.THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT OPEN OVERNIGHT AS REQUIRED. 11.MATERIALS: A.PARKING LOT PAVEMENT: BITUMINOUS PAVEMENT SHALL BE 1 1/2" (165#/SYD) BIT. SURFACE NO.11 TOP COURSE ON TACK COAT ON 2" (220#/SYD) BIT. BASE COURSE NO.8 OR NO.9 ON 8" NO. 53 GRAVEL BASE COMPACTED TO 95% MODIFIED PROCTOR DENSITY ON COMPACTED SUBBASE. B.HEAVY DUTY PAVEMENT: DECELERATION LANE AND APRON PAVEMENT SHALL BE 1 1/2" (165#/SYD) BIT. SURFACE NO. 11 TOP COURSE ON TACK COURSE ON 3" (330#SYD) NO. 8 OR NO. 9 BASE COURSE ON TACK COAT ON SECOND 3" (330#/SYD) NO. 8 OR NO. 9 BASE COURSE ON 6" NO. 53 GRAVEL BASE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 12.EXTERIOR CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AND SHALL HAVE LIMESTONE AGGREGATE AND SHALL HAVE 4 - 6 % AIR ENTRAINMENT WITH A BROOM FINISH. 13.EXPANSION JOINTS IN CONCRETE PAVEMENT AND WALLS SHALL BE 1/2" ASPHALT IMPREGNATED FULL DEPTH 40' O.C. MAXIMUM & AT SIDEWALK INTERSECTIONS. CRACK CONTROL SCORING AT SIDEWALK WIDTH DIMENSION AND @ 10'-0" O.C. IN DRIVES. 14.STRIPING OF PARKING STALLS AND RESTRICTING AREAS TO BE WHITE. BARRIER FREE PARKING STRIPING SHALL BE BLUE. ALL LINES SHALL BE SINGLE STRIPE, 4" WIDE, STRAIGHT, EVENLY SPACED, AND UNIFORM IN LENGTH. 15.ALL SIGNS AND SUPPORTING STRUCTURES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 C2.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 C2.0 SITE GRADING PLAN.dwg C2.0 9/5/2013 2:24:21 PM 07/19/2013 AS SHOWN HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 SITE GRADING PLAN JOB NO: 130343 SCALE: 1" = 20'-0" SITE GRADING PLAN NO R T H 1 C2.0 ENLARGED SITE CORNER SCALE: 1"=10'-0"C2.0 1 NO R T H 11 SD2.0 6 SD1.0 A 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 C