The URL can be used to link to this page

Home My WebLink AboutC001 Title Sheet146TH STREET VAR. WIDTH ROW LOT 64 OWNER: DENISE M. BRAGG LOT 147 LOT 148 LOT 149 LOT 150 LOT 13 OWNER: CHRISTOPHER S. & SEEMA M. MERNITZ LOT 10 OWNER: MICHELE L. & FERNANDO MORALES BLOCK C OWNER: WESTCHASE HOA, INC. BLOCK B OWNER: WESTCHASE HOA, INC. WESTCHASE SUBDIVISION INSTRUMENT NO. 200000051957 LOT 12 OWNER: JEFFREY K. & EVA M. TOMLINSON LOT 11 OWNER: CRAIG B. & KELLY J. ROBBINS LOT 9 OWNER: JEFFREY P. & HEATHER L. KECK LOT 8 OWNER: DAVID P. & KRISTAN E. LINTON LOT 65 OWNER: NEIL A. & LYNN K. ZLATNISKI LOT 66 OWNER: GANI, HABIBULLA & YASMIN HAJIRA MOHAMED LOT 67 OWNER: ROBERT A. & LISA M. KNAPP LOT 68 OWNER: RAYMOND E. & ANDREA MULLER LOT 146 OWNER: MICHELLE R. & CHAD E. MOORE LOT 151 OWNER: CHRISTIAN E. & SARA J. GRETHLEIN LOT 165 OWNER: TODD J. DARLAND & TRACY R. WEGMAN-DARLAND LOT 152 OWNER: RONALD J. & JUDITH A. HANSON LOT 153 OWNER: TOMMY TATPONG LUK & SHIRLEY M. CAPPAS WARRANTY DEED BOARD OF COMMISSIONERS OF HAMILTON COUNTY INSTRUMENT NO. 2013066530 BLOCK D OWNER: WESTCHASE HOA, INC. BIRDSONG LANE 146TH STREET QUAIL POINT DRIVE POND 1 26 1 7 8 9 11 12 10 13 28 27 24 25 23 16 17 18 14 3 2 5 4 29 30 31 32 33 34 22 20 19 6 21 15 BEDFORD FALLS DR. GOWER DRIVE BIRDSONG LANE MITCHEL LANE BEDFORD FALLS DRIVE C.A. A C.A. A C.A. B C.A. A C.A. C C.A. C C001 Title Sheet C001 TITLE SHEET W200515 BCH W200515 02-16-2022 DAS 947 W. 146TH STREET, CARMEL, IN JRV BEDFORD FALLS OF CARMEL NO SCALE PROJECT LOCATION W S N E 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 LOCATIONS 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 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) EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE A TRENCH SAFETY SYSTEM DESIGNED 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 TO CONFIRM THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) A PORTION OF THE SITE DOES 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 CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; NOBLESVILLE, INDIANA, NATIONAL WETLANDS INVENTORY MAP. 15) ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITH BACKFILL, BEDDING, AND THRUST BLOCK REQUIREMENTS PER CITY OF CARMEL DETAIL SHEETS. SITE MAP W S N E CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 ALEX JORDAN 317-571-2441 TRI-COUNTY REGIONAL SEWER UTILITY 7236 MAYFLOWER PARK DR. ZIONSVILLE, IN 46077 RYAN HARTMAN 317-844-9200 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, IN 46060 317-776-8495 SAM CLARK CITY OF CARMEL STREET DEPARTMENT 3400 W. 131ST STREET CARMEL, IN 46074 ERIC RUSSELL 317-733-1204 CARMEL UTILITIES - WATER 760 3RD AVENUE S.W. CARMEL, IN 46032 JOHN DUFFY 317-571-2443 CITY OF CARMEL PLANNING/ZONING DEPTARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 ALEXIA LOPEZ 317-571-2417 SPECTRUM 3030 ROOSEVELT AVENUE INDIANAPOLIS, IN 46218 STEVE CREECH 317-429-6691 CITY OF CARMEL FIRE DEPARTMENT 10701 N. COLLEGE AVENUE INDIANAPOLIS, IN 46280 CHRIS ELLISON 317-571-2600 CITY OF CARMEL CONSULTING ENGINEER CROSSROAD ENGINEERS 3417 S. SHERMAN DR. BEECH GROVE, IN 46107 WILLIE HALL 317-780-1555 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, IN 46061 CHAD MILLER 317-776-5590 DUKE ENERGY 16475 SOUTHPARK DRIVE WESTFIELD, IN 46074 JESSI HERRINGTON 317-896-6725 OPERATING AUTHORITIES NO SCALE W S N E SITE LOCATION MAP NO SCALE W S N E SEE SHEET C202 FOR SOIL DEFINITIONS. LATITUDE: 39°56'21" N, LONGITUDE: 86°09'45" W 947 W. 146TH STREET CARMEL, IN PLANS PREPARED BY WEIHE ENGINEERS 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 CONTACT PERSON: DUANE SHARRER EMAIL: SHARRERD@WEIHE.NET PLANS PREPARED FOR LESS IMPACT DEVELOPMENT 8910 PURDUE ROAD, SUITE 425 INDIANAPOLIS, INDIANA 46268 TELEPHONE: (317) 816-1230 CONTACT PERSON: SCOTT SCHUTZ EMAIL: SCOTT@EQUITEAMLLC.COM CONSTRUCTION PLANS FOR BEDFORD FALLS OF CARMEL SCALE: 1"=100' SOILS MAP AREA LOCATION MAP Know what'sbelow. Call before you dig. R 10 9 a b c d 8 7 6 e f g h 10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PROJECT NO. SHEET NO. a b c d 5 4 3 2 CHECKED BY: DRAWN BY: DESIGNED BY: DWG NAME: DATE BY PROJECT NO.: e DATE: 1 LOCATION: C:\Users\hansenb\appdata\local\temp\AcPublish_32748\C001 Title Sheet.dwg LAYOUT: C001 DATE/TIME: August 31, 2022 - 10:46am PLOTTED BY: hansenb f g h ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Enngneigeir Suvnergyi lCvii | Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Part of the NW/4 of Section 22, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana Build with confidence. SM PROJECT BM HCBR_5 HAMILTON COUNTY CONTROL DISK AT THE NORTH END OF THE EAST HEADWALL OF DITCH ROAD OVER HENLEY CREEK. ELEV. 888.34 (NAVD 88) SITE TBM MAG SPIKE IN UTILITY POLE APPROXIMATELY 30' WEST OF EAST CONCRETE ENTRANCE AND APPROXIMATELY 45' SOUTH OF 146TH STREET ELEV.897.25' (NAVD 88) MAG SPIKE IN UTILITY POLE APPROXIMATELY 60' WEST OF WEST CONCRETE ENTRANCE AND APPROXIMATELY 30' SOUTH OF 146TH STREET ELEV. 893.54' (NAVD 88) Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET 1-2 ALTA SURVEY BY OTHERS C100 EXISTING CONDITIONS & DEMOLITION PLAN C200 STORMWATER POLLUTION PREVENTION PLAN PHASE I C201 STORMWATER POLLUTION PREVENTION PLAN PHASE II C202-C204 SWPPP SPECIFICATIONS & DETAILS C300 DEVELOPMENT PLAN C301 EMERGENCY FLOOD ROUTE PLAN C400-C402 STREET PLAN & PROFILE C403 INTERSECTION DETAIL C404 ENTRANCE PLAN C405 MAINTENANCE OF TRAFFIC PLAN C406 SIGN & SSD PLAN C407-C408 STREET DETAILS C500-C501 SANITARY PLAN & PROFILE C502-C503 SANITARY SPECIFICATIONS & DETAILS C600-C604 STORM PLAN & PROFILE C605-C606 STORM DETAILS C700 WATER PLAN C701 WATER SPECIFICATIONS & DETAILS L100 LANDSCAPE PLAN L110 LANDSCAPE DETAILS PZ-2022-00027 LAND DESCRIPTION PART OF THE NORTH HALF OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE SOUTH 00 DEGREES 22 MINUTES 12 SECONDS WEST ON AND ALONG THE EAST LINE OF SAID NORTHWEST QUARTER SECTION 90.00 FEET TO A CAPPED REBAR LABELED “BOUNDARY PROS”, SAID POINT BEING THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 86 DEGREES 05 MINUTES 40 SECONDS EAST 126.21 FEET; THENCE NORTH 89 DEGREES 21 MINUTES 41 SECONDS EAST 286.52 FEET TO A POINT ON THE WEST LINE OF THE BALLENTRAE SUBDIVISION AS DESCRIBED IN INSTRUMENT NO. 200400034497; THENCE CONTINUING ALONG SAID WEST LINE SOUTH 00 DEGREES 21 MINUTES 56 SECONDS WEST 394.98 FEET TO A POINT ON THE NORTH LINE OF LOT 153 IN THE PONDS WEST SECTION 6 SUBDIVISION AS DESCRIBED IN INSTRUMENT NO. 9451187; THENCE CONTINUING ALONG SAID LOT LINE SOUTH 89 DEGREES 21 MINUTES 41 SECONDS WEST 412.50 FEET TO THE NORTHWEST CORNER OF LOT 165 IN THE PONDS WEST SECTION 6; THENCE SOUTH 00 DEGREES 21 MINUTES 56 SECONDS WEST 530.24 FEET TO THE NORTHWEST CORNER OF LOT 68 IN THE KINGSBOUROUGH SUBDIVISION AS DESCRIBED IN INSTRUMENT NO. 99009914628; THENCE CONTINUING ALONG THE NORTH LINE OF SAID KINGSBOUROUGH SUBDIVISION SOUTH 89 DEGREES 21 MINUTES 22 SECONDS WEST 598.69 FEET TO THE SOUTHEAST CORNER OF LOT 8 IN THE WESTCHASE SUBDIVISIONS AS DESCRIBED IN INSTRUMENT NO. 200000051957; THENCE CONTINUING ALONG THE EAST LINE OF SAID WESTCHASE SUBDIVISION NORTH 00 DEGREES 46 MINUTES 40 SECONDS WEST 940.08 FEET TO A RIGHT-OF-WAY MONUMENT FOUND AT THE SOUTH LINE OF RIGHT-OF-WAY AS DESCRIBED IN INSTRUMENT NO. 2013066531; THENCE CONTINUING NORTH 89 DEGREES 21 MINUTES 23 SECONDS EAST 518.18 FEET; THENCE SOUTH 87 DEGREES 45 MINUTES 26 SECONDS EAST 99.30 FEET TO THE POINT OF BEGINNING CONTAINING 16.87 ACRES, MORE OR LESS. SETBACKS (PUD - BEDFORD FALLS Z-667-21) FRONT YARD: 20' REAR YARD: 15' SIDE YARD: 5' (15' AGGREGATE MIN.) LOT COVERAGE: 50% MAX. DISTURBED ACREAGE: 16.69 ANTICIPATED CONSTRUCTION START DATE: JUNE 1, 2022