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HomeMy WebLinkAboutSWPP-3E E E E E E EEEEEEEEEEEEEGGGGGGGGGGGGGGWWWWWWWWWWWWWWT(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM US 421 (MICHIGAN ROAD)S85°28'08"W 546.91'DELTA=1°23'04"R=17386.45'T=210.06'L=420.11'CH BRG=N17°48'23"WCH LEN=420.10'S27°24'46"W34.04'S71°20'07"W 423 .77 'N89°37'55"W 234.69'DELTA=36°01'00"R=79.00'T=25.68'L=49.66'CH BRG=S53°19'37"WCH LEN=48.85'N00°23'46"E 559.62'N20°31'42"W9.90'NOTTINGHAM WAYGC© GenslerDateDescriptionProject Name:Project Number:Description:Scale: 1:30Seal / Signature2018SERIAL NUM./MANH. ID:DESIGNATION:NRSP VERSION:2.0BULLETIN:07-2018BANK OF AMERICA& MERRILL LYNCHCarmel21.0352.000SWPPP PHASE 210/23/2019CITY SUBMITTALTel 312.456.0123Fax 312.456.012411 E. MadisonSuite 300Chicago, IL 60602United StatesJones Lang LaSalleT: 612.271.8218Attn: Patrick HassettEmail:Pat.Hassett@am.jll.comIMEG Corp.MEP, Civil & Structural Engineers4850 Grand AvenueGurnee, IL 60031T: 312.931.3709Attn: Arun GargEmail:Arun.K.Garg@imegcorp.com45 S 7TH ST #3501MINNEAPOLIS, MN 55402Attn: Patrick HassettEmail:Ropo_sanni@gensler.comSWPPP PHASE 2 LEGEND LEGAL DESCRIPTIONA PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECONDPRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 19MINUTES 30 SECONDS EAST (ASSUMED BEARING) ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, ADISTANCE OF 754.78 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 19 MINUTES30 SECONDS EAST ALONG SAID WEST LINE, A DISTANCE OF 559.62 FEET; THENCE NORTH 85 DEGREES 23MINUTES 52 SECONDS EAST A DISTANCE OF 546.60 FEET TO THE WEST RIGHT OF WAY LINE FOR STATE ROAD421; THE FOLLOWING TWO CALLS BEING ALONG SAID WEST RIGHT OF WAY LINE: 1) THENCE SOUTH 20 DEGREES36 MINUTES 55 SECONDS EAST A DISTANCE OF 9.97 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS OF17336.45 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 31SECONDS WEST A DISTANCE OF 34.04 FEET; THENCE SOUTH 71 DEGREES 14 MINUTES 52 SECONDS WEST ADISTANCE OF 423.77 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS OF 79.00 FEET, THE RADIUS POINT OFWHICH BEARS SOUTH 18 DEGREES 45 MINUTES 08 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAIDCURVE A DISTANCE OF 49.66 FEET; THENCE NORTH 89 DEGREES 40 MINUTES 30 SECONDS WEST A DISTANCEOF 224.56 FEET TO THE POINT OF BEGINNING, CONTAINING 7.54 ACRES, MORE OR LESS.NOTESBUILDING COVERAGE RATIO: 65%ZONING DISTRICT: B-3SETBACK: 30 FEET FRONT YARD (SEEN ON SHEET C-4)SITE DISTURBANCE: 49,660 SF OR 1.14 ACRESSTANDARD SYMBOLSPOTENTIAL POLLUTANT SOURCES:·TRENCHING FOR BUILDING FOOTING AND UTILITY RELOCATIONS AND PAVING OF THE SITE. THE STORMWATERFLOWS TO THE STORM SEWER SYSTEM THEN TO AN DETENTION POND ULTIMATELY TO EAGLE CREEK. TOMINIMIZE SEDIMENTATION INLET PROTECTION IS PROPOSED ON ALL INLETS DOWN STREAM OF ALL PROPOSEDLAND DISTURBANCES. IN ADDITION, TRACKING WILL BE REDUCED WITH THE USE OF A CONSTRUCTIONENTRANCE. STOCK PILES WILL BE STABILIZED BY SEED AND SILT FENCE. SILT FENCE WILL BE INSTALLEDALONG ANY GRASSED BOUNDARIES.·IN THE EVENT DEWATERING IS REQUIRED. WATER SHALL BE DIVERTED TO AN INLET CONTAINING A BMPMEASURE. WATER SHALL BE DISCHARGE THROUGH A BAG. IN THE EVENT A BAG IS INEFFECTIVE APOLYACRYLAMIDE (PAM) FLOCCULANT WILL BE USED.·FUELING AREAS SHALL ALWAYS HAVE SPILL KITS AVAILABLE. IN THE EVENT OPERATIONAL EQUIPMENTMALFUNCTIONS SPILL KITS FROM THE FUELING AREAS WILL BE USED TO CLEAN ANY DISCHARGES. SPILL KITITEMS WILL ALWAYS BE KEPT IN STOCK AT ALL TIMES.11-20-19City Resubmittal