Loading...
HomeMy WebLinkAboutC100 COVER SHEETPROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: 146TH & HAZEL DELL, PARCEL 2 BUILDING 2, PHASE B STUDIO THREE DESIGN 8604 ALLISONVILLE ROAD, STE 330 INDIANAPOLIS, IN 46250 5/14/2021 2104003 14555B HAZEL DELL PKWY. CARMEL, INDIANA 46033 HAMILTON COUNTY NW 1 4, S22 , T18N, R4E SHEET NAME SHEET NO.©2021 FRITZ ENGINEERING SERVICES, LLCSTUDIO THREE DESIGN 8604 ALLISONVILLE ROAD, STE 330 INDIANAPOLIS, IN 46250 Contact Person: KEVIN COPPEDGE 317-595-1100 kcoppedge@studio3design.net CONSTRUCTION PLANS FOR: 146TH & HAZEL DELL, PARCEL 2 BUILDING 2, PHASE B 14555B HAZEL DELL PKWY. CARMEL, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SECTION 22, TOWNSHIP 18N, RANGE 4E SITE VICINITY & ZONING MAP FLOOD ZONE: The project site is located within the FEMA Community Panel Map #18057C0227G dated November 19, 2014 . Review of the map indicates the site is located within the Flood Designations 'Zone X' (unshaded). The proposed buildings and improvements are located in Zone X Unshaded and are therefore not subject to Flood Control Ordinance requirements. SITE LOCATION 0.30 Acres Zoned: PUD SITE DATA: TOTAL SITE ACREAGE - 3.07 AC TOTAL ACREAGE OF DISTURBANCE - 0.35 AC GROSS SQUARE FOOTAGE OF BUILDING: OFFICE - 10,100 SF PROPOSED CONSTRUCTION START - JULY 1, 2021 PROPOSED CONSTRUCTION END - DECEMBER 1, 2021 WORK IS SCHEDULED TO BE COMPLETED IN ONE CONTINUOUS CONSTRUCTION PHASE SETBACKS:REQUIRED PROVIDED FRONT YARD 40 FT (146TH ST)212 FT SIDE YARD 10 FT 15 FT (WEST) REAR YARD 35 FT 90 FT N C100 COVER SHEET 1.REV. PER CARMEL REVIEW 8/20/2021 AF AF AF KG GENERAL NOTES 1.The construction plans shall govern over any other form of media, which includes digital files of this project. 2.The contractor shall be responsible for obtaining or verifying that all permits and approvals are obtained from the respective city, county, state & federal agencies prior to starting construction. 3.It shall be the contractors responsibility to determinate the exact location of all existing utilities in the vicinity of the construction area prior to starting construction. Once all utilities have been located, it will be the contractor's responsibility to maintain in service all existing utilities encountered during construction unless otherwise indicated in the construction drawings. 4.Before working with or around existing utilities, the applicable utility company shall be contacted by the contractor. It shall be the contractor's responsibility to notify and coordinate construction with all respective utilities. 5.All construction methods and materials must conform to current standards and specifications for the governing municipality requirements. 6.Maintenance of traffic needed for this project shall be installed and maintained per INDOT specifications and the indiana MUTCD Manual. 7.The contractor shall be responsible for all field dimensions and shall verify all dimensions on the site prior to start of construction. If any discrepancies are found in these plans from actual field conditions, the contractor shall notify the engineer immediately. 8.All quantities given on these construction plans or in the scope of work section are estimates and shall be confirmed by the bidding contractors. 9.It shall be the responsibility of the developer and contractor to maintain quality control throughout this project. 10.Bearings, dimensions, and easements are shown for reference only. See record surveys and plats for exact information. S1 PUD N SITE LOCATION MAP SITE LOCATION NOT TO SCALE HENDRI CKS MARION MORGAN SHELBY JOHNS O N BOONE HAMIL TON CLINTON MONT G O MERY BENCHMARK: ORIGINATING TTB-2(1996) In Hamilton County, iron pin in concrete established by the Indiana Flood Control center of and Water Resources Commission, located 25.8 feet north of the center of Gray Road and 24.4 feet east of the center of Cherry Tree Road. Elevation 798.40 feet (NGVD 1929) or 797.98 (NAVD88) (Provided by American Consulting) TBM#105 Benchmark used in prior surveys performed by The Schneider Corp, Job #3462.002, taken from survey performed by ACE, Inc. Job #20000342: Chiseled Square on West side of traffic pedestal pad on southeast quadrant 146th & Hazel Dell: Elevation = 790.63 (NGVD 1929) OR 790.21 (NAVD88) TBM #1 Cut 'X' in the southeast flange bolt of a a fire hydrant along the south side of 146th Street at the mdlle of the north side of the tract. Elevation = 787.94 (NGVD 1929) OR 787.52 (NAVD88) COORDINATE SYSTEM: LOCAL COORDINATES PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NGVD 29 CONVERTED TO NAVD88 USING VERTCON BY NOAA BY -0.42 FEET. ZONE:INDIANA EAST 1301 CARMEL UTILITIES 30 West Main Street Carmel, IN 46032 (317) 571-2442 (Customer Service) CITIZEN'S ENERGY GROUP 2150 Dr. Martin Luther King Jr. Street indianapolis, IN 46202 (317) 263-6418 CARMEL DEPARTMENT OF COMMUNITY SERVICES 1 Municipal Drive Carmel, IN 46032 (317) 571-2417 DUKE ENERGY 100 South Mill Creek Road Noblesville, Indiana 46060 (317) 776-5365 VECTREN 16000 Allisonville Road Noblesville, Indiana 46061 (317) 776-5532 CARMEL DEPARTMENT OF ENGINEERING 1 Municipal Drive Carmel, IN 46032 (317) 571-2411 COMCAST 5330 E. 65th Street Indianapolis, IN 46220 (317) 774-3384 CITY OF CARMEL CONSTRUCTION STANDARDS AND SPECIFICATIONS, LATEST EDITION, TO BE USED AS SUPPLEMENTAL INFORMATION WITH THESE PLANS. INDIANA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, TO BE USED AS SUPPLEMENTAL INFORMATION WITH THESE PLANS. CARMEL ENGINEERING DEPARTMENT NOTE: 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. EXISTING RIGHT OF WAY 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. PUD CARMEL PETITION REFERENCE: ADLS / DEVELOPMENT PLAN: 0702007 ADLS ADLS AMENDMENT: STORMWATER PERMIT: PLANS PREPARED FOR: OPERATING AUTHORITIES SHEET LIST TABLE SHEET NUMBER SHEET TITLE C100 COVER SHEET C101 GENERAL INFORMATION PLAN C102 EXISTING CONDITIONS & SITE DEMOLITION PLAN C201 SITE PLAN C301 GRADING & DRAINAGE PLAN C501 INITIAL EROSION CONTROL PLAN C502 CONSTRUCTION PHASE SWPP PLAN C503 POST CONSTRUCTION SWPP PLAN C504 EROSION CONTROL NOTES & DETAILS C505 SWPP NARRATIVE C801 GENERAL DETAILS C802 GENERAL DETAILS C803 GENERAL DETAILS C901 GENERAL SPECIFICATIONS C902 CARMEL CURB & PAVING POLICY L101 LANDSCAPE PLAN