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Home My WebLink AboutC001 Title SheetLOT 314.56 ACLOT 15.86 ACPONDPROPOSED BUILDING 3PROPOSED BUILDING 2PROPOSEDBUILDING 1LOT 20.25 ACCARMEL JURISDICTIONZIONSVILLE JURISDICTIONUS 421 (MICHIGAN ROAD)DEANDRA DRIVE ANDRADE DRIVE EX. COMMERCIALEX. APARTMENTSEX. COMERCIAL EX. COMMERCIALEX. COMMERCIALEX. COMMERCIALEX. COMMERCIALWESTON POINTE DRIVEREDD ROADDOLCE DRIVEDOLCE DRIVEVERDI DRIVEOPUS DR IVE OPUS DRIVEOCTAVE DR I V E OCTAVE DRIVEUfnAUfnAUfnAUmyABrBrCrACrAUfnAUmyAUmyACrA ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netARIA APARTMENTS 779 LENNOX COURTC001COVER SHEET EXISTING CONDITIONS/DEMOLITION PLANSTORMWATER POLLUTION PREVENTION PLAN-PHASE ICOVER SHEETC200-C202C050C001Know what'sbelow.before you dig.CallR1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINEDFROM 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 THEVICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION.3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVEUTILITIES.4.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BECONFIRMED 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 AREGISTERED PROFESSIONAL ENGINEER.7.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THISPROJECT.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 THEPROJECT AS SET FORTH IN THESE PLANS.10.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS (WITHENGINEERS APPROVAL) AND POSITIVE DRAINAGE PRESERVED.11.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENTAGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18011C0353E,DATED JAN 18, 2012 AND MAP # 18057C0205G, DATED NOV 19, 2014.12.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACTINFORMATION.13.THE SITE DOES NOT CONTAIN ANY WETLANDS AS ESTABLISHED BY THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFESERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 2000.14.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF PUBLIC WORKS. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS TO SCHEDULE APER-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIRES INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS ITRELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY.15.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES DUE TO A CONFLICT, THE EXPENSE OF SUCH RELOCATION SHALLBE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSEDRIGHT-OF-WAY.16.REDD ROAD AND WESTON POINTE DRIVE ARE WITHIN CARMELS JURISDICTION. PART OF WESTON POINTE DRIVE IS WITHININDOT'S JURISDICTION.SOILS MAPSOILS TYPE LEGENDBROOKSTON SILTY CLAY LOAM-1.THIS SOIL IS DARK GREYISH BROWN, SILTY IN TEXTURE. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANTGROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT THE URBAN DEVELOPMENTUSES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER.2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. CARDON SENIOR LIVING, BEING A COMMERCIAL DEVELOPMENT WITHIN THEJURISDICTION OF THE TOWN OF WESTFIELD AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS WILL HAVE TO BE IMPLEMENTED TOREDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL BE OF LARGE SLAB TYPE CONSTRUCTION, BASEMENTS SHOULD BE AVOIDED. IN CASES WHERE A HIGH WATER TABLE IS PRESENTSPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB-BASE, THE BASE MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALLSANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED.CROSBY SILT LOAM, 0-3 PERCENT SLOPES-1. THIS SOIL IS DARK GRAYISH BROWN SILT LOAM ABOUT 8" THICK, SILTY IN TEXTURE AND ON LOCATED ON SLIGHT RISES ON BROAD, UNDULATING TILL PLAINS. IT IS DEEP ANDSOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILLSTARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURE THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK SWELLPOTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY.2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. CARDON SENIOR LIVING, BEING A COMMERCIAL DEVELOPMENT WITHIN THEJURISDICTION OF THE TOWN OF WESTFIELD AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS WILL HAVE TO BE IMPLEMENTED TOREDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL BE OF LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BECONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB-BASE, THE BASE MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL SANITARY SEWERS SHALL BEPUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED.GENERAL NOTESWSNEOPERATING AUTHORITIES:TOWN OF ZIONSVILLEPLANNING DEPARTMENT1100 WEST OAK STREETZIONSVILLE, IN 46077317.873.8247TOWN OF ZIONSVILLESTREET DEPARTMENT1075 PARKWAY DRIVEZIONSVILLE, IN 46077317.873.4544CLAY TOWNSHIP REGIONAL WASTEDISTRICT10701 NORTH COLLEGE AVENUE #AINDIANAPOLIS, IN 46280317.844.9200BOONE COUNTY SURVEYOR116 W. WASHINGTON STLEBANON, IN 46052765.483.4444BOONE COUNTY SOIL & WATER801 WEST PEARL STREET #CLEBANON, IN 46052765.482.6355CITY OF CARMELPLANNING DEPARTMENT1 CIVIC SQUARECARMEL, IN 46032317.571.2417CITY OF CARMELENGINEERING DEPARTMENT1 CIVIC SQUARECARMEL, IN 46032317.571.2441VECTREN ENERGY16222 ALLISONVILLE ROADNOBLESVILLE, IN 46060317.776.5560ATT5858 NORTH COLLEGEINDIANAPOLIS, IN 46220317.252.5004DUKE ENERGY16475 SOUTHPARK DRWESTFIELD, IN 46074317.581.3031INDOT41 WEST 300 NORTHCRAWFORDSVILLE, IN47933765.364.9226BRIGHTHOUSE3030 ROOSEVELT AVENUEINDIANAPOLIS, IN 46218317.557.2467LEVEL 3 COMMUNICATIONS4625 W 86TH STREET #500INDIANAPOLIS, IN 46268317.983.6050HAMILTON COUNTY SURVEYOR1 HAMILTON COUNTY SQUARESUITE 188NOBLESVILLE, IN 46060317.776.8495PROJECT BENCHMARKDNR BM BOO 54, 1989IN BOONE COUNTY, CARMEL QUAD., IN THE NE ¼ OF SEC. 36,T. 18 N., R. 2 E., 2ND P.M.; ABOUT 1.0 MILE NORTHEAST OFZIONSVILLE; AT THE INTERSECTION OF DAUGHERTY DRIVEAND WEST 121ST STREET, IN THE NORTHEAST ¼ OF THEINTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, 42.3FEET NORTHEAST OF AND ACROSS WEST 121ST STREETFROM A UTILITY POLE, 25.8 FEET NORTH OF THE CENTERLINEOF WEST 121ST STREET, 20.5 FEET WEST-NORTHWEST OF AMETAL TELEPHONE PEDESTAL, 20.2 FEET SOUTHWEST OF AWOOD FENCE END POST, 18.5 FEET EAST OF THE CENTERLINEOF DAUGHERTY DRIVE, 15.7 FEET NORTHWEST OF THE TOPOF THE CENTER OF A CMP CULVERT UNDER DAUGHERTYDRIVE, 15.4 FEET WEST OF THE SOUTHEAST CORNER OF ABRICK WALL, 10.1 FEET SOUTHWEST OF THE NORTHWESTCORNER OF A BRICK WALL, 5.8 FEET SOUTHWEST OF A METAL“DAUGHERTY DR” SIGN POST, LEVEL WITH THE GROUND; ADEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.900.76 NAVD 88SITE TEMPORARY BENCHMARK1. CUT X ON THE NORTH BOLT OF A FIRE HYDRANT LOCATED47 FEET EAST OF THE NORTHWEST CORNER OF PARCEL I.ELEV.901.82 NAVD 882. RAILROAD SPIKE ON THE NORTH SIDE OF A UTILITY POLELOCATED ON THE EAST SIDE OF MICHIGAN ROAD 115 FEETNORTH AND 93 FEET EAST OF THE SOUTHEAST CORNEROF PARCEL I.ELEV.901.81 NAVD 88TOTAL ACREAGE: 21.24 ACDISTURBED AREA: 15.4± ACNUMBER OF LOTS:ZIONSVILLE = 1CARMEL = 2CARMEL STREET LENGTHS:WESTON POINTE DRIVE: 411 LFREDD ROAD: 82 LFTOTAL LENGTH: 493 LFPLANS PREPARED BYWEIHE ENGINEERS10505 N. COLLEGE AVE.INDIANAPOLIS, INDIANA 46280TELEPHONE: (317) 846-6611CONTACT PERSON: KEVIN SUMNER, P.S.EMAIL: SUMNERK@WEIHE.NETPLANS PREPARED FORARIA ZIONSVILLE, LLC8335 KEYSTONE CROSSING, SUITE 220INDIANAPOLIS, INDIANA 46240TELEPHONE: (317) 912-3510CONTACT PERSON: ASHLEY BEDELLEMAIL: ABEDELL@CITYSCAPE RESIDENTIAL.COMSITE PLANGRADING PLANC303-C307C300-C302STORMWATER POLLUTION PREVENTION PLAN-PHASE IIC203-C205SANITARY SEWER PLAN & PROFILESC500-C501STORM SEWER PLAN & PROFILESC600-C604STREET DETAILSC401SANITARY SEWER DETAILSC502-C504STORM SEWER DETAILSC605-C607WATER DETAILSC704-C705DESCRIPTIONSHEET NO.SHEET INDEXUfnAUmyABrCrACONSTRUCTION PLANS FORARIA APARTMENTS779 LENNOX COURTZIONSVILLE, IN 46077LANDSCAPE PLAN (BY OTHERS)L-01STORMWATER POLLUTION PREVENTION DETAILS & SPECIFICATIONSC206-C207WATER PLAN - PRIVATEC701-C703CITIZENS ENERGY GROUP/CWAAUTHORITY, INC.2150 DR. MARTIN LUTHE KING DRIVEINDIANAPOLIS, INDIANA 46202TEL: 317-927-4351CONTACT: BRAD HOSTETLERSTREET PLAN & PROFILEC400