The URL can be used to link to this page

Home My WebLink AboutC400CARMEL-CLAY PARKS & RECREATION BOARD TRACT A - INSTR. #9809807935 TRACT B - INSTR. #9809807936 W W W WWC C C C C G G G G OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUN00°09'42"W 761.17'S89°59'52"W 775.74' D D D D D D D D DD DD D D D D D D D D D D D DDDD D D D DD D D D D D DD D D D D DDD DDDDD DDDDDDDDD D D DDDDD D D D D D D DD D D DD DD D D DD DD D DD DDD DDSPEARS SPE A RS S PE AR S SP EAR S S PE AR S SA N SA N SA N SAN SA N SA N SA N WW W W W W W W WWEE EEEEE EEE E E E E E E E E E E E E E E E E E10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200371CARMEL, IN 46033AQW20037103/05/2020BSAQLAWRENCE W. INLOW PARKPHASE II IMPROVEMENTSRUSSELL L. WEBSTER II, PE No. 11900318 03/23/2021RUSSELLL.WEBST ER IIPROFESSIONA L E NGINEE RRE G I S T ER E DINDIA N A PE11900318 STATE OF NO. C400UTILITY PLANW S N E SANITARY TO CONNECT TO SANITARY LINE SHOWN IN ARCHITECTURAL DRAWING 5' FROM THE BUILDING FOUNDATION. Existing Elevation Existing Storm Sewer New Storm Sewer Underdrains Existing Water Main Existing Fence Existing Trees Proposed Water Main Existing Electric Line Proposed Electric Line Existing Sanitary Line Proposed Sanitary Line Construction Limits Flow Arrow Existing Fire Hydrant Existing Water Valve Existing Utility Pole Proposed Fire Hydrant Swale Flowline with SSDs UTILITY NOTES: 1. PROPER CARE MUST BE USED TO CONSTRUCT PROPOSED FOUNDATIONS AND UTILITIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO USE A SOILS ENGINEER FOR RECOMMENDATIONS DURING THE SITE CONSTRUCTION PHASE. 2. ALL 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 RESPONSIBILITY OF THE CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL 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 COMPANY OR AGENCIES, THAT HAS JURISDICTION, SO NOT TO CAUSE DAMAGE. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON THE 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. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 5. 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 MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE ENGINEER AND MAY NOT BE ACTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT WHOM IS RESPONSIBLE TO REMOVE, RELOCATE, AND/OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING 10. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. NOTE: NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF THE EXISTING UTILITIES WITH WHICH WE HAVE PROPOSED CONNECTIONS AND COORDINATE WITH THE PROJECT MANAGER. NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND REPLACE ANY HARDSCAPE NECESSARY FOR THE INSTALLATION OF THE PROPOSED UTILITIES. REPLACEMENT OF THE HARDSCAPE SHALL BE DONE IN ACCORDANCE WITH THE DETAILS SHOWN ON SHEET C800. NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL SANITARY SEWER ELEMENTS TO THE SPECIFICATIONS AND DETAILS SET FORTH IN CARMEL SEWER WASTEWATER STANDARD DETAILS. NOTE: SEE DETAIL 2/C801 FOR TYPE III SANITARY CLEANOUT INSTALLATION NOTE: 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 IN THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. NOTE: DAMAGE TO THE 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. NOTE: CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT-OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL BY THE CITY. EXISTING CONTOUR UTILITY LEGEND x 835.74 W x x W E E S S 835 EXTEND EXISTING 4" WATER LINE. CONTRACTOR TO CONFIRM SIZE WITH ARCHITECT. EXTEND EXISTING SANITARY LINE AS SHOWN. PROVIDE 6" PVC SANITARY LATERAL @ 1.04% MIN. CLEAN-OUT SPACED EVERY 100' FROM EDGE OF RESTROOM BUILDING. ASSUMED LOCATION OF EXISTING SANITARY LATERAL. APPROXIMATE INVERT=750.70 CONTRACTOR TO FIELD VERIFY INVERT SANITARY SEWER INVERT AT BUILDING = 754.50 CONTRACTOR SHALL CONFIRM IF INVERT WORKS FOR EXISTING CONDITIONS REFER TO ARCHITECTURAL PLANS FOR ELECTRIC CONNECTION POINT. COORDINATE WITH ELECTRIC PROVIDER FOR METER REQUIREMENTS AND CONDUIT SIZE. COORDINATE WITH ELECTRIC PROVIDER FOR CONNECTION TO EXISTING TRANSFORMER AS REQUIRED. METER REQUIREMENTS AND CONDUIT SIZE SHALL BE DETERMINED BY ELECTRIC PROVIDER. INSTALL 4" CONDUIT FROM MECHANICAL ROOM TO EXISTING HANDHOLE NEAR MAIN STREET SIDEWALK. OWNER TO PULL FIBER IN FUTURE. SANITARY CONNECTIONS TO SHOWER DRAIN AND WATER FOUNTAIN PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO INSTALL INLINE VALVE AT CONNECTION TO EXISTING WATER LINE, PER CITY STANDARDS. 1 WATER VALVE REQUIREMENT AND DETAIL 03/22/2021 MRK1 1 2 CONSTRUCTION LIMITS 2 CONSTRUCTION LIMITS 2 LIMITS OF DISTURBANCE CLARIFICATION 04/16/2021 AMQ23 REVISED LIMITS OF DISTURBANCE306/17/21