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Home My WebLink AboutC001 TITLE SHEET10650 N. MICHIGAN ROAD, ZIONSVILLE, IN 46077 DOCKET #18100014 DP ADLS C001TITLE SHEETw170533-C001 titleNO SCALE PROJECT LOCATION LOCATION MAP BENCHMARK INFORMATION 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 #18057C0205G PANEL 205 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 JANUARY 2018. 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: B-3 ZONING OVERLAY: US 421 TOTAL ACREAGE: 7.54 ACRES LIMITS OF DISTURBANCE: 3.40 ACRES (DISTURBANCE WILL DIFFER FROM BANK SITE TOTAL) 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: RUSSELL WEBSTER, EIT EMAIL: WEBSTERR@WEIHE.NET CONSTRUCTION PLANS FOR NOTTINGHAM, LLC OUTLOTS PLANS PREPARED FOR NOTTINGHAM, LLC 10650 N. MICHIGAN ROAD ZIONSVILLE, IN 46077 PHONE: 317.873.3333 EXT. 135 CONTACT PERSON: JOHN PEARSON EMAIL: JPEARSON@MYINDYFORD.COM PROJECT LOCATION AREA MAP SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2 EAST ALONG 121ST STREET FROM ITS JUNCTION WITH SR 421 (AKA MICHIGAN ROAD), AT THE INTERSECTION WITH DAUGHERTY DRIVE, IN THE NORTHEAST CORNER OF THE INTERSECTION. A STANDARD DISK, STAMPED BOO 54 1989, SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND. ELEV = 900.76 (NAVD 88) TBM-1: CUT "X" IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEET WEST OF THE CENTER OF NOTTINGHAM WAY. ELEV = 897.71 (NAVD 88) TBM - 2: NORTH BONNET NUT OF FIRE HYDRANT, LOCATED 62 FEET WEST OF CENTER OF MICHIGAN ROAD AND 104 FEET NORTH OF CENTERLINE OF NOTTINGHAM WAY. ELEV = 901.01 (NAVD 88). 106th STREETUS 421 / N MICHIGAN ROAD LAND DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 19 MINUTES 30 SECONDS EAST (ASSUMED BEARING) ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 754.78 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 19 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, A DISTANCE OF 559.62 FEET; THENCE NORTH 85 DEGREES 23 MINUTES 52 SECONDS EAST A DISTANCE OF 546.60 FEET TO THE WEST RIGHT OF WAY LINE FOR STATE ROAD 421; THE FOLLOWING TWO CALLS BEING ALONG SAID WEST RIGHT OF WAY LINE: 1) THENCE SOUTH 20 DEGREES 36 MINUTES 55 SECONDS EAST A DISTANCE OF 9.97 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS OF 17336.45 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 72 DEGREES 47 MINUTES 55 SECONDS EAST: 2) THENCE ALONG SAID CURVE A DISTANCE OF 420.04 FEET: THENCE SOUTH 27 DEGREES 19 MINUTES 31 SECONDS WEST A DISTANCE OF 34.04 FEET; THENCE SOUTH 71 DEGREES 14 MINUTES 52 SECONDS WEST A DISTANCE OF 423.77 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS OF 79.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 18 DEGREES 45 MINUTES 08 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE A DISTANCE OF 49.66 FEET; THENCE NORTH 89 DEGREES 40 MINUTES 30 SECONDS WEST A DISTANCE OF 224.56 FEET TO THE POINT OF BEGINNING, CONTAINING 7.54 ACRES, MORE OR LESS. Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET C002 EXISTING SITE LAYOUT C100 SWPPP PHASE 1 C101 SWPPP PHASE 2 C102 SWPPP SPECIFICATIONS C103 SWPPP DETAILS C201 SITE DETAILS C300 GRADING PLAN C400 ACCESS ROAD PLAN AND PROFILE C500 SANITARY SEWER PLAN AND PROFILE C600 STORM SEWER PLAN AND PROFILE C601 STORM SEWER PLAN AND PROFILE C602 DRAINAGE DETAILS C800 UTILITY PLAN C801 UTILITY PLAN DETAILS C802 SANITARY SEWER SPECIFICATIONS C900 PROJECT SPECIFICATIONS REVISIONS AND ISSUESPart of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, IndianaW17.0533PREPARED FOR:10650 N MICHIGAN RD, ZIONSVILLE, IN 46077PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W17.0533DATEBY05.08.2019SSRDATE:RLWKnow what's below. before you dig.Call R NOTTINGHAM, LLC OUTLOTSSUBMITTED FOR TAC REVIEW10.19.2018RLWSTEVEN 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.SM05.08.2019ADDRESSING TAC COMMENTS03.08.2019RLWADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLWPLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLWFINAL CONSTRUCTION PLANS05.08.2019RLW