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Home My WebLink AboutC001 TITLE SHEET (2)CONSTRUCTION PLANS FOR AVID HOTEL CARMEL SAAMRAJYA, LLC 13285 ILLINOIS ST. CARMEL, IN 46032 DOCKET #19050014 DP/ADLS DOCKET #19050015 V: UDO Section 5.07 (D)(3) C001TITLE SHEETw190175-C001 titleNO SCALE PROJECT LOCATION LOCATION MAPAREA MAP VERTICAL DATUM: NAVD 88 (GEOID 12B) SITE TEMPORARY BENCHMARKS (TBM) ORIGIN DERIVED FROM TRIMBLE VRS NOW NETWORK GPS REFERENCE STATION IN_HAMC TBM 500: A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT" LOCATED APPROXIMATELY CENTER OF SUBJECT PROPERTY. ELEVATION 871.94 (NAVD 88) TBM 501: MAG.NAIL & WASHER STAMPED "SCHNEIDER RANDOM POINT" SET IN TOP OF CURB, 34 FEET SOUTHEAST OF NORTHWEST CORNER OF THE SUBJECT PROPERTY. ELEVATION 871.51 (NAVD 88) BENCHMARK INFORMATION LOT 3 OF CMC PROPERTIES SUBDIVISION SECTION 2 RECORDED AS INSTRUMENT NUMBER 2006057917 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY. LAND DESCRIPTION PLANS PREPARED FOR JIM JACOB 6809 WEST ST. ANDREWS AVENUE YORKTOWN, IN 47396 TELEPHONE: (574) 386-4463 EMAIL: JIM.JACOB68@GMAIL.COM 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6.IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0206G, DATED NOVEMBER 19, 2014. 13.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14.THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP VIEWED APRIL 2019. GENERAL NOTES W S N E CITY OF CARMEL PLANNING ONE CIVIC SQUARE CARMEL, IN 46032 ANGIE CONN / ALEXIA LOPEZ TEL: 317/571-2417 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 JOHN THOMAS / ALEX JORDAN TEL: 317/571-2441 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 JIM BLANCHARD TEL: 317/571-2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON TEL: 317/571-2600 CARMEL CITY UTILITIES 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2648 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 TEL: 317/776-8495 HAMILTON COUNTY HIGHWAY DEPT 1700 SOUTH 10TH STREET NOBLESVILLE, INDIANA 46060 TEL: 317/773-7770 HAMILTON COUNTY HEALTH DEPARTMENT 18030 FOUNDATION DR. SUITE A NOBLESVILLE, INDIANA 46060 JASON LEMASTER TEL: 317/776-8500 TRICO REGIONAL SEWER UTILITY 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280-1098 RYAN HARTMAN TEL: 317/844-9200 DUKE ENERGY 100 SOUTH MILL CREEK RD. NOBLESVILLE, INDIANA 46060 MATT GROVES TEL: 317/776-5317 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE, INDIANA 46060 TEL: 317/776-4495 VECTREN GAS P.O. BOX 1700 NOBLESVILLE, INDIANA, 46060 TEL: 317/776-5573 AT&T 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 TEL: 317/252-5168 OPERATING AUTHORITIES PLANS PREPARED BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: RUSSELL L. WEBSTER II, PE EMAIL: WEBSTERR@WEIHE.NET RUSSELL L . W EBS TE R II PR O FESSION A L E NGINEERREG I S T ER E DIND I A N A PE11900318 STATE OF NO.REVISIONS AND ISSUESPart of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR:13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W19.0175DATEBY01.10.2020SSRDATE:RLWKnow what's below. before you dig.Call R SAAMRAJYA, LLCPLANS SUBMITTED FOR REVIEW05.15.2019RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMRUSSELL L. WEBSTER II, PE No. 11900318 PLAN CERTIFICATE NOTE: ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHER EXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP. WEIHE ENGINEERS, INC. AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLY FOR THE SITE IMPROVEMENTS RELATED TO THE LIMITED ENGINEERING SCOPE SHOWN ON THESE PLANS.PLANS REVISED FOR TAC COMMENTS05.15.2019RLWPLANS REVISED FOR TAC COMMENTS11.13.2019RLWPLANS REVISED FOR TAC COMMENTS01.10.2020RLWAPPROVAL PENDINGNOT FOR CONSTRUCTIONCITY OF CARMEL STANDARD NOTES 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT 2.THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. 3.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 DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 4.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 5.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. 6.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. 7.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. DESIGN DATA EXISTING ZONING:MC ZONING OVERLAY: N/A TOTAL ACREAGE:3.37 ACRES NET ACREAGE:3.37 ACRES DISTURBANCE:1.90 ACRES BUILDING COVER RATIO:9% BUILDING SQUARE FOOTAGE: 50,286 SQUARE FEET IMPERVIOUS COVER RATIO: 59% SETBACKS:20'-45' WEST, 15' SOUTH US-31US-31 N IL LI N OI S S T N ILL I N O I S S T N ILLI N OIS STN ILLINOIS STN PENNSYLVANIA STW MAIN STW MAIN ST KINGSBU R Y D R KINGSBURY DRMOUN D S C T H AM I L T O N C R O S S I N G B L V D Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET C050 SURVEY C100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 C101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2 C102 STORMWATER POLLUTION PREVENTION PLAN PHASE 3 C103 SWPPP SPECIFICATIONS C104 SWPPP DETAILS C105 SWPPP DETAILS C200 SITE PLAN C201 SITE DETAILS C300 GRADING PLAN C301 DETAILED GRADING PLAN C600 DRAINAGE PLAN C601 STORM SEWER DETAILS C800 UTILITY PLAN C801 UTILITY DETAILS C802 UTILITY DETAILS C900 PROJECT SPECIFICATIONS C901 PROJECT SPECIFICATIONS L100 LANDSCAPE PLAN L200 LANDSCAPE DETAILS LIGHTING PLAN - BY OTHERS PROJECT LOCATION