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Home My WebLink About5I 2" (6" E)828,00:' A4.1 , '�f28 1_ 1T 12' HDPE STOR ISEWER @ 1 00% SLOE GRADING & STORM DRAINAGE PLAN 01 15' 30' 60' C300 SCALE: 1" = 3 0' NORTH SCALE: 1" = 3 0 GRADING/DRAINAGE NOTES UTILITY GENERAL NOTES: 1. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING 1 • ' IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON - Drawn By WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS Lu TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE W UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON - INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE = TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED MADE IF NECESSARY. PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- X 0. LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- 2. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CATIONS. Z CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN O W U EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND 2 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING J 100 TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND r UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, CD LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY = POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE i ca OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR _ 0 BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL Z TO THE START OF EXCAVATING. VERIFY MINIMUM COVER BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR L1J AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS LLJV TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR Q JURISDICTION SO NOT TO CAUSE DAMAGE. DIRECTED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES LL TO THE SATISFACTION OF THESE AGENCIES. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY O COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION 3. THE UTILITIES INDICATED ON THESE PLANS AND ON THE IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE APPROXIMATE. THIS INFORMATION WAS GATHERED OR CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT-OF-WAY 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN AND SPECIFICATIONS FOR APPROVED MATERIALS. TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF 5. ALL CONSTRUCTION METHODS AND MATERIALS MUST PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS 6. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. REQUIREMENTS, WHICHEVER HAS JURISDICTION. 7. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 6• TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY 7, TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION APPROVED ENGINEERED GRANULAR MATERIAL. WITHIN THE RIGHT-OF-WAY SCHEDULE TO ALLEVIATE SUCH DAMAGE. BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR APPROVED MATERIALS. 8. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND 8. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, PURPOSES ONLY. THE CONTRACTOR SHALL BE POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL COMPLETE THE INSTALLATION AS SHOWN. BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED 9. ALL UTILITY WORK SHALL CONFORM WITH THE CITY OF TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED CARMEL'S UTILITY STANDARD DETAILS BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES TO THE SATISFACTION OF THESE AGENCIES. PLAN NOTES 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS 0 VERIFY EXISTING GRADES THAT HAVE CHANGED DURING THE FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. DEMOLITION & SITE PREPARATION OF THIS AREA. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR s SEPARATE CONTRACT WORK PREVIOUSLY BID. ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR 0 PROTECT EXISTING UTILITY TO REMAIN. SPECIFICATIONS. O CAP AND MARK SEWER STUB TO GRADE. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH O EXISTING FOUNDATION DRAIN. DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO Q NEW 8" FORCE MAIN. SEE 'P' SERIES DRAWINGS. OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR Q CONNECT TO EXISTING ENERGY CENTER DRAIN. ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR O CAP 6" DIA. STUB OUT FOR FUTURE DOWNSPOUTS. MUST CLEAN OR PICK UP DAILY IF NECESSARY OR IMMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. THE CONTRACTOR O MOUNT PUMP DISCONNECT SWITCH & CONTROL PANEL SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE ON WALL. SEE 'E' SERIES DRAWINGS. CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. Q CONNECT SUBDRAINS W/WYE OR TEE FITTINGS AS INDICATED. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT O DOWNSPOUT LOCATION. PROVIDE C.I. DOWNSPOUT LEADER PER THEMSELVES WITH THE SOIL CONDITIONS. DETAIL 09/C600 & 6" PVC 0 1.00% MIN. TO INLET. 12. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS O 13.12 L.F. TRENCH DRAIN PER DETAIL 07/C600. VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. O ROOF DRAIN TO BE CONNECTED W/6" PVC AS PART OF THE 13. CONTRACTOR MUST COORDINATE SCHEDULE OF WORK WITHIN THIS FUTURE GREEN DRAINAGE SYSTEM. CONTRACT WITH THE ENGINEER. UTILITY WORK & PIPING OF THE OK SHORING LOCATION. DITCH ALONG THE SOUTH PROPERTY LINE MAY OR MAY NOT BE COMPLETED 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. LEGEND PROPERTY LINE ---------------- CONSTRUCTION LIMIT LINE — 1 — I . I — SHORING LOCATION - - - - - - - - - EXISTING MINOR CONTOUR LINE (UNCHANGED) ------ EXISTING MAJOR CONTOUR LINE (UNCHANGED) EXISTING SPOT ELEVATION E (UNCHANGED) EXISTING STORM SEWER - ---------Os ---- - -- 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" 1-800-382-5544 CA__ TO_L FRE - 1 -800-428-5200 FOH CALLS OLTSDE OF INDIANA Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 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 317.848.7600 - Fax 317.574 0957 - C—nc. net North Parcel 7-C Keyplan N Sheet Issue Date 1 NProject: ry Drawn By U Lu GSS W W U = X 0. 0 N M Z O W U (.0 LU. Q J 100 Z r CZv W CD E = Z i ca 1 _ 0 U Z J O L1J o0 LLJV Q U LL LL O COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN. AND PEOCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR POPIT DNS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE SPECIFIC AND PRIOR WRITT�j N CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEOCOR DESIGN GROUP. LLC. C COPYRIGHT 2006..2007,2008,2009. JAMES R. STUTZMAN. AIA, CARMEL.. IN. BID SET No.1 SHELL &CORE Print Date Sheet Issue Date 9/14/09 9/15/09 Drawn By Checked By KIRT GSS Last Revision Date: O O O O O O Project Number: Sheet Title: GRADING & STORM DRAINAGE PLAN Sheet Number: C300