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HomeMy WebLinkAboutC501 SITE UTILITY PLANN SITE UTILITY PLAN SCALE: V = 20' UTILITY NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY OR STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LOCAL AUTHORITIES STANDARDS AND SPECIFICATIONS. 2. REFER TO EXISTING TOPOGRAPHIC SURVEY FOR BENCHMARKS AND OTHER EXISTING INFORMATION. CONTRACTOR TO FIELD VERIFY LAYOUT PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE. SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT NO COST TO THE OWNER. 4. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH THE RESPECTIVE UTILITY PROVIDERS PRIOR TO STARTING ANY CONSTRUCTION. 5. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION. 6. CALL "HOLEY MOLEY", 1-800-382-5544, 72 HOURS PRIOR TO THE START OF ANY EXCAVATION. 7. CONTRACTOR SHALL BE RESPONSIBLE TO MAKE AVAILABLE TO THE ENGINEER DIMENSIONS TO LOCATE UTILITY STUBS AND/OR ANY UTILITY CONDUIT STUBS INSTALLED. 8. ALL UTILITY CROSSINGS OR TRENCHES WITHIN FIVE (5) FEET OF THE EDGE OF PAVEMENT SHALL BE BACKFILLED TO THE SUBGRADE WITH GRANULAR MATERIAL (#8 STONE) AND COMPACTED IN SIX (6) INCH LIFTS. 9. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATERMAINS, SANITARY AND STORM SEWERS AS WELL AS A 10' HORIZONTAL SEPARATION BETWEEN WATERMAINS AND SANITARY SEWERS. 10. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE. SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT NO COST TO THE OWNER. 11. ALL UTILITY WORK SHALL BE COMPLETED, INCLUDING TRENCH BACKFILL AND COMPACTION, PRIOR TO PLACEMENT OF ANY GRAVEL BASE. 12. EXCEPT FOR THOSE UTILITIES NOTED TO BE PLUGGED OR REMOVED, RECONNECT ALL LINES ENCOUNTERED DURING CONSTRUCTION. 13. UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE RAISING OR LOWERING OF ALL EXISTING MANHOLES AND CATCH BASINS, FRAMES AND COVERS, VALVE BOXES AND CLEAN -OUTS TO MEET FINISH GRADES. 14. ALL SITE UTILITIES SHALL BE STUBBED AND PLUGGED TO WITHIN FIVE FEET OF THE OUTSIDE BUILDING FOUNDATION WALL UNLESS OTHERWISE NOTED. 15. REFER TO ARCHITECTURAL/MECHANICAL PLANS FOR EXACT BUILDING SANITARY AND WATER SERVICE CONNECTION LOCATIONS. FIELD ADJUST AS NECESSARY. 16. IF ALTERNATE STRUCTURES ARE TO BE SUPPLIED, SHOP DRAWINGS MUST BE SUBMITTED TO THE ENGINEER AND APPROVED IN WRITING PRIOR TO INSTALLATION. 17. UTILITY LENGTHS NOTED ARE APPROXIMATE. 18. ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING, DRAINS TO STREAM", OR SIMILARLY APPROVED MESSAGE CAST IN RAISED OR RECESSED LETTERS AT A MINIMUM OF 1" IN HEIGHT IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS. UTILITY LEGEND oC.O. El CL— CARMEL UTILITIES NOTES: EXISTING STORM SEWER EXISTING SANITARY MAIN EXISTING WATER PROPOSED UNDERGROUND ELECTRIC PROPOSED WATER LINE EXISTING GAS LINE (VECTREN ENERGY) PROPOSED SANITARY LATERAL PROPOSED STORM SEWER EXISTING FIRE HYDRANT PROPOSED WATER VALVE PROPOSED CLEAN -OUT SANITARY MANHOLE STORM INLET NATURAL GAS METER CONSTRUCTION LIMITS 1. POSI-CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 2. BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE WATER LINES TRACER WIRE ALSO REQUIRED TO BE INSTALLED WITH ALL WATER LINES. CITY OF CARMEL NOTES: 1. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY LINE. 2. DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 3. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT-OF-WAY. IN THE EVENT OF A CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT AND ALL ASSOCIATED/APPURTENANT/ANCILLIARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AN APPROVAL BY THE CITY. I \I IUVV VV I IU L J LIUIU VY. Call before you dig. T CARM E I PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: 910023 STATE OF 7NDIANP SS � By: R a J Developer: P E D C O R ? P ��eov&x DEVELOPMENT CO. Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PRO RTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INF TION 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01/30/2023 07/12/2023 Drawn By Checked By DBH RDM Last Revision Date: 03/30/23 - CARMEL REVIEW 07/12/23 - MUSEUM REVISIONS Project Number: 21071.001 Sheet Title: SITE UTILITY PLAN Sheet Number: C501