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Home My WebLink AboutC001 TITLE SHEETIII 9 2 PLANS PREPARED FOR DB KLAIN CONSTRUCTION 2159 GLEBE ST., SUITE 200 CARMEL, IN 46032 TELEPHONE: (317) 846-9992 CONTACT PERSON: DAVID KLAIN EMAIL: DAVID@DBKLAIN.COM PLANS PREPARED BY: WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: 317.846.6611 FAX:317.843.0546 CONTACT PERSON: MARK THORPE, RLA EMAIL: THORPEM@WEIHE.NET GENERAL NOTES 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 GNEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5. OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CM 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 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 ANDIOR OWNER DISCVJM 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. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 13. 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 #18067CO206 G, DATED 1111912014. 12. THIS SITE DOES NOT CONTAIN ANY WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; NATIONAL WETLANDS INVENTORY MAP ONLINE, VIEWED NOVEMBER 2018. RELEASED FOR CONSTRUCTION Subject to compliance with all regulalions of State and meal Codes City yUof Camped �VT�tJI�D*141WML DATE: \ 02/28/19 9 8 CONSTRUCTION PLANS FOR D.B. KLAIN CONSTRUCTION, LLC VILLAGE OF WEST CLAY, LOT 17 12805 E. NEW MARKET ST CARMEL, IN 46032 MAIN ST. o O z Y 16TII ST. -TT a P. m z 0 I Ohl H T. S � k I-465 96TH ST. A007y5s 86TH ST. * PROJECT LOCATION AREA MAP LAND DESCRIPTION PARCEL 17 A PART OF BLOCK -D- IN VILLAGE OF WESTCLAY, SECTION 3004, VILLAGE CENTER, PART 1, PER PLAT THEREOF RECORDED IN PLAT CABINET 2, SLIDE 345, AS INSTRUMENT NO. 199909966089 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA DESCRIBED AS THE FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF BLOCK -D- ALSO THE INTERSECTION OF THE EAST LINE OF BROAD STREET AND THE NORTHEASTERLY LINE OF EAST NEW MARKET STREET; THENCE ON THE NORTHEAST RIGHT OF WAY LINE OF EAST NEW MARKET STREET SOUTH 45 DEGREES 08 MINUTES 09 SECONDS EAST (BASIS OF BEARINGS) 238.26 FEET TO THE SOUTHERN POINT OF PARCEL 18 AND ALSO POINT OF BEGINNING; THENCE NORTH 44 DEGREES 54 MINUTES 05 EAST ALONG THE SOUTHEASTERN LINE OF SAID PARCEL 18, 83.73 FEET TO THE EASTERN POINT OF SAID PARCEL AND ALSO A POINT ON A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 50.00 FEET THE RADIUS POINT BEARS NORTH 22 DEGREES 25 MINUTES 19 SECONDS EAST FROM SAID PONT; THENCE EASTERLY ALONG SAID CURVE 15.42 FEET TO A PONT THAT BEARS SOUTH 04 DEGREES 44 MINUTES 45 SECONDS WEST FROM RADIUS PONT ALSO POINT BEING THE NORTHWEST CORNER OF PARCEL 16; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST ALONG SAID WEST LINE OF PARCEL 16 81.77 FEET TO THE NORTHERLY LINE OF HORSEFERRY ROAD AND ALSO THE SOUTHWESTERN CORNER OF PARCEL 16; THENCE ON NORTH RIGHT OF WAY LINE SOUTH 39 DEGREES 51 MINUTES 51 SECONDS WEST 47.99 FEET TO THE NORTHEASTERLY LINE OF EAST MARKET STREET; THENCE NORTH 45 DEGREES 08 MINUTES 09 SECONDS WEST 37.07 FEET ALONG THE NORTHEASTERLY RIGHT OF WAY OF NEW MARKET STREET TO THE POINT OF BEGINNING, CONTAINING 0 0966 ACRE. MORE OR LESS. BENCHMARK INFORMATION DEPARTMENT OF NATURAL RESOURCES STANDARD DISK STAMPED 'LEE 2 AZ' SET IN CONCRETE LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE ROAD AND 131ST STREET, 26.1 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD AND 20.3 FEET SOUTH OF THE CENTERLINE OF 131ST STREET. 7 6 N W*E SS NO SCALE �f tiF O� Itj SEFERRY RD. pi1P * PROJECT LOCATION LOCATION MAP OPERATING AUTHORITIES CITY OF CARMEL PLANNING DUKE ENERGY ONE CIVIC SQUARE 100 SOUTH MILL CREEK RD. CARMEL, IN 460M NOBLESVILLE, INDIANA 46060 ANGIE CONN TEL: 347O76-5352 TEL: 31]5]1-2417 GOMCAST CITY OF CARMEL ENGINEERING 9750 E. 150th STREET ONE CMC SQUARE SUITE 1600 CARMEL, IN 46OW NOBLESVILLE. INDIANA 46060 MICHAEL MCBRIDE TEL: 31717M.,P,S5 TEL 31 VECTREN GAS CITY OF CARMEL BLDG SERVICES P.O. BOX 1700 ONE CIVIC SQUARE NOBLESVILLE, INDIANA, 46060 CARMEL. IN 460M TEL 3171776-5573 JIM BLANCHARD TEL: 317571-2444 AT&T 5858 NORTH COLLEGE CITY OF CARMEL FIRE DEPARTMENT INDIANAPOLIS. INDIANA 46220 TWO CIVIC SQUARE TEL: 3171252-5168 CARMEL, INDIANA 46032 GARY REST TEL: 3171571.2600 CARMEL CITY UTILITIES 760 3RD ME S.W. CARMEL, INDIANA 46032 JOHN DUFFY TEL 3171571-261 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE lee NOBLESVILLE, INDIANA 46060 TEL 3171761 5 4 Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET C100 STORMWATER POLLUTION PREVENTION PLAN CI01 SWPPP DETAIL C200 SITE PLAN C O1 SITE DETAILS C300 DEVELOPMENT PLAN C301 DEVELOPMENT DETAILS CITY OF CARMEL STANDARD NOTES 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUTAN 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 RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGNT-OF-WAY LINE. 4. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED I 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. DESIGN DATA EXISTING ZONING PUD ZONING OVERLAY WA TOTALACREAGE 0.10ACRES NET ACREAGE 0.10ACRES BUILDING COVER RATIO 52% BUILDING SQUARE FOOTAGE 2250 SQUARE FEET IMPERVIOUS COVER RATIO 87% DISTURBED ACREAGE 0.11 ACRES 3 2 Y 'a ov,v oo v o0 � o tl 3 m m m 19 2Oi 11MEC 6. 9I6]FMAN PF-1@Oa19' N zo Q a Qll I� U Uji o3D U IZ N O L ^ z 0 a w a TE Knotiii below. a A F" Call before you dig. SHEET NVO. Woo 00-382-5544 Call811 / 1 oo 1 24 Xoun a Car. 7 Can a WEex FEx Irourve STATE IAw 10 a-1-26. IT IS AOIaNST THE 1nw TO EXCAVATE PROJECT NO. 'MMOUT Nori THE UNOEAGPOUNa DBREOW RI DAYS COMMENCING VRKW16.0606