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Home My WebLink About005_C300 5-27-10.PDF�CE TBM #6 GRADING & STORM DRAINAGE PLAN SCALE: 1" = 3 0 ' 0' 15' 30' 60' SCALE: 1 " = 3 0' NORTH � N NTS GRADING/DRAINAGE NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 2. 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 CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE 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 COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 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 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. 4. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT-OF-WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 6. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 7. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 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. 8. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 10. 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, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY OR IMMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 12. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 13. CONTRACTOR MUST COORDINATE SCHEDULE OF WORK WITHIN THIS CONTRACT WITH THE ENGINEER. UTILITY WORK & PIPING OF THE DITCH ALONG THE SOUTH PROPERTY LINE MAY OR MAY NOT BE COMPLEfED BY THE TIME THE FINAL GRADING TAKES PLACE ALONG THE SOUTH SIDE OF THE PARKING GARAGE. 14. CONTRACTOR TO FIELD VERIFY ALL PIPE INVERTS PRIOR TO CONSTRUCTION. COORDINATE W/ENGINEER IMMEDIATELY IF INVERTS ARE DIFFERENT. FACE OF BUILDING DOWNSPOUT PER 'A' SERIES DRAWINGS CAULK BETWEEN DOWNSPOUT AND ADAPTER ANCHOR TO WALL AT LUGS IN AN APPROVED MANNER. NEENAH #4929—A9 DOWNSPOUT SHOE W/STANDARD BLACK PRIMER PAVEMENT ELEVATION PER PLAN. CONNECT TO 6" DIA. PVC. ROOF DRAIN �WITH AN APPROVED NO—HUB COUPLING. UTILITY GENERAL NOTES: �• IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, 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. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DIRECTED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. 3• 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 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 UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 5. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 6. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 7. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT-OF-WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 8. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. 9. ALL UTILITY WORK SHALL CONFORM WITH THE CITY OF CARMEL'S UTILITY STANDARD DETAILS ��" PLAN NOTES O VERIFY EXISTING GRADES THAT HAVE CHANGED DURING THE DEMOLITION & SITE PREPARATION OF THIS AREA. OS SEPARATE CONTRACT WORK PREVIOUSLY BID. OP PROTECT EXISTING UTILITY OR SEWER TO REMAIN. O CAP AND MARK SEWER STUB TO GRADE. OB EXISTING FOUNDATION DRAIN. O NEW 8" FORCE MAIN. SEE 'P' SERIES DRAWINGS. O CONNECT TO EXISTING ENERGY CENTER DRAIN. O CAP 6� DIA. STUB OUT FOR FUTURE DOWNSPOUTS. OF MOUNT PUMP DISCONNECT SWITCH & CONTROL PANEL ON WALL. SEE 'E' SERIES DRAWINGS. GO CONNECT SUBDRAINS W/WYE OR TEE FITTINGS AS INDICATED. OH SHORING LOCATION. lO 13.12 L.F. TRENCH DRAIN PER DETAIL 07/C600. O ROOF DRAIN TO BE CONNECTED W/6" PVC AS PART OF THE T KO C. I. DOWNSPOUT SHOE PER DETAIL 02/C300.. O 6' DIA. PVC CONECTED TO EXISTING STORM LINE W/SADDLE � WYE & RISER. LEGEND — — PROPERTY LINE ---------------- CONSTRUCTION LIMIT LINE —�—�—�—�—�— SHORING LOCATION , � — — — — — — — — — EXISTING MINOR CONTOUR LINE (UNCHANGED) — EXISTING MAJOR CONTOUR LINE (UNCHANGED) EXISTING SPOT ELEVATION (UNCHANGED) EXISTING STORM SEWER _____________ s�=-==__-_-__-___--- EXISTING SANITARY SEWER W/STRUCTURE EXISTING BURIED ELECTRIC EXISTING OVERHEAD ELECTRIC/TELEPHONE EXISTING BURIED TELEPHONE EXISTING GAS MAIN EXISTING WATER MAIN 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: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: CSO 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 7- -9 GARAGE 7-C-3 7-C-4 E.C. 7-C-11 KEY PLAN SY:ALE� NTS PLAN I�tTH Project: 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 DER�GATI�N OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS, ALL INFORMATIDN 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: GRADING & STORM D RAI NAG E PLAN Sheet Number: