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Home My WebLink AboutCivil Plans 4.8.19 1GRAND BLVDW MAIN ST GRAND BLVDW MAIN ST FAIRFAX MANOR DRVIRGINIA BLVDUNION SPRING DR SOUTHWEST CORNER OF GRAND & MAIN CARMEL, IN 46032 DOCKET #17100028 DP AMEND / ADLS C001TITLE SHEETw180605-C001 titleNO SCALE PROJECT LOCATION LOCATION MAP AMERICAN STRUCTUREPOINT SITE BENCHMARK, HARRISON CAST IRON MONUMENT AT NORTHEAST CORNER SOUTHEAST QUARTER SECTION 26-T18N-R3E ELEV. 856.31 (NAVD 88) BENCHMARK INFORMATION BLOCK 1 IN GRAND & MAIN SECONDARY PLAT, A PART OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA ACCORDING TO THE PLAT THEREOF RECORDED APRIL 8, 2016 IN PLAT CABINET 5, SLIDE 479 AS INSTRUMENT NO. 2016015691 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. LAND DESCRIPTION 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 #18057C0207G PANEL 207 OF 300, 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 ONLINE VIEWER, VIEWED SEPTEMBER 2017. GENERAL NOTES CITY 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: PUD ZONING OVERLAY: N/A TOTAL ACREAGE: 1.32 ACRES NET ACREAGE: 1.32 ACRES LIMITS OF DISTURBANCE: 1.54 ACRES BUILDING COVER RATIO: 19.4% BUILDING SQUARE FOOTAGE: 11,200 SQUARE FEET IMPERVIOUS COVER RATIO: 86% SETBACKS: 10' FRONT, 5' BACK 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 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 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 TEL: 317/776-5352 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: RUSS WEBSTER, EIT EMAIL: WEBSTERR@WEIHE.NET CONSTRUCTION PLANS FOR STUDIO M ARCHITECTURE PLANS PREPARED FOR STUDIO M ARCHITECTS 2 WEST MAIN STREET CARMEL, IN 46032 TELEPHONE: (317) 810-1502 CONTACT PERSON: JOSH MAZUR, RA, LEEP AP EMAIL: JMAZUR@STUDIOMARCHITECTURE.NET PROJECT LOCATION AREA MAP I-465 I-46 5 106TH ST. 116TH ST.US-31KEYSTONE PARKWAY86TH ST. 96TH ST. MAIN ST.TOWNE ROADREVISIONS AND ISSUESPart of SE/4, Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, INW18.0605PREPARED FOR:SOUTHWEST CORNER OF GRAND & MAIN, CARMEL, INPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W18.0605DATEBYSSRDATE:RLWKnow what's below. before you dig.Call R APPROVAL PENDINGNOT FOR CONSTRUCTIONSHOPPES ON MAINSUBMITTED FOR TAC REVIEW10.20.2017RLWSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 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.SMPLANS REVISED FOR CARMEL TAC COMMENTS12.08.2017RLWPLANS REVISED FOR REVIEW COMMENTS01.23.2018RLW04.08.2019PLANS REVISED FOR REVIEW COMMENTS02.12.2018RLWPLANS UPDATED FOR STUDIO M ARCHITECTS04.08.2019RLWSheet List Table Sheet Number Sheet Title C001 TITLE SHEET C100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 C101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2 C102 SWPPP SPECIFICATIONS C103 SWPPP DETAILS C200 SITE PLAN C201 SITE DETAILS C202 SITE DETAILS C300 GRADING PLAN C400 MAINTENANCE OF TRAFFIC PLAN C600 DRAINAGE PLAN C601 STORM SEWER PLAN AND PROFILE C602 STORM SEWER DETAILS C603 OVERFLOW ROUTING C800 UTILITY PLAN C801 UTILITY DETAILS C900 PROJECT SPECIFICATIONS C901 PROJECT SPECIFICATIONS L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS SHOPPES ON MAIN