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Christian Brothers Auto Service Center Full Set
PROPOSED SERVICE CENTER CHRISTIAN BROTHERS AUTOMOTIVE MICHIGAN ROAD, CARMEL, IN 46032 LOCATION MAP NO SCALE NORTH UTILITY AND REGULARY CONTACTS MOST RECENT ISSUE DATE LATEST REVISION NUMBER FILLED IN CIRCLE INDICATES DRAWING INCLUDED IN THIS DRAWING SET. DRAWING LIST LEGEND COVER SHEET SITE LAYOUT PLAN SV1 SV2 C2.1 TOPOGRAPHIC SURVEY C0 SURVEY NOTES AND PROPERTY INFORMATION C3 SITE GRADING AND DRAINAGE PLAN C4 C5 SITE UTILITY PLAN DETAIL SHEET LP1 C2 OVERALL SITE CONTEXT MAP ISSUED FOR: REVISED PLANS FOR REVIEW DATE: JUNE 13, 2019 THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 11:43:08 AMP:\70050012\WIP DRAWINGS\C0 - COVER.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 PROJECT LOCATION PLANTING PLAN (PROVIDED BY EVERGREEN DESIGN GROUP) LP2 PLANTING SPECIFICATIONS AND DETAILS (PROVIDED BY EVERGREEN DESIGN GROUP) L1 SITE LIGHTING AND PHOTOMETRIC PLAN PLANNING AND ZONING CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, INDIANA 46032 RACHEL KEESLING RKEESLING@CARMEL.IN.GOV PH: 317-571-2417 FAX: 317-571-2426 STORMWATER DRAINAGE AND POLLUTION PREVENTION CITY OF CARMEL DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE CARMEL, INDIANA 46032 JOHN THOMAS JTHOMAS@CARMEL.IN.GOV PH: 317-571-2314 FAX: 317-571-2439 HAMILTON COUNTY HIGHWAY DEPARTMENT 1700 S 10TH STREET NOBLESVILLE, INDIANA 46060 KATHY HOWARD KATHY.HOWARD@HAMILTONCOUNTY.IN.GOV PH: 317-773-7770 INDIANA DEPARTMENT OF TRANSPORTATION GREENFIELD DISTRICT 32 SOUTH BROADWAY GREENFIELD, INDIANA 46140 TODD MAY EASTCENTRALIN@INDOT.IN.GOV PH: 317-462-7751 FAX: 317-462-7031 CITY OF CARMEL FIRE DEPARTMENT FIRE STATION #42 DAVID HABOUSH, FIRE CHIEF CFDINFO@CARMEL.IN.GOV PH: 317-571-2600 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, IN 46060 PH: 317-776-8495 SANITARY SEWER TRICO REGIONAL SEWER UTILITY 10701 N COLLEGE AVE, SUITE A INDIANAPOLIS, INDIANA 46280 PH: 317-844-9200 FAX: 317-844-9203 WATER SERVICE CITIZENS ENERGY GROUP 2020 NORTH MERIDIAN ST. INDIANAPOLIS, INDIANA, 46202 GAS UTILITY SERVICE VECTREN ENERGY DELIVERY OF INDIANA, INC. 16222 ALLISONVILLE ROAD NOBLESVILLE, IN 46060 GERAMI PENNYMAN, ACCOUNT MANAGER PH: 317-250-3403 ELECTRIC SURVICE DUKE ENERGY 2515 NORTH MORTON STREET FRANKLIN, IN 46131 JOSEPH NEUENSCHWANDER JOSEPH.NEUENSCHWANDER@DUKEENERGY.COM PH: 317-736-2014 TELEPHONE SERVICE AT&T 5858 NORTH COLLEGE INDIANAPOLIS, IN 46220 PH: 317-252-5004 SHEET INDEX C0 COVER SHEET JRS 70050012 C1.1 STORM WATER POLLUTION PREVENTION PLAN C1 EXISTING CONDITIONS AND REMOVAL PLAN A2 FLOOR PLAN A4.1 COLOR EXTERIOR ELEVATIONS ZONING NOTES DEVELOPER CHRISTIAN BROTHERS AUTOMOTIVE CORPORATION JONATHAN WAKEFIELD 17725 KATY FREEWAY | SUITE 200 HOUSTON, TX 77094 PHONE: (281) 675-6120 EMAIL: JWAKEFIELD@CBAC.COM ENGINEER PROGRESSIVE AE JOSHUA MANION, PE 1811 4 MILE ROAD NE GRAND RAPIDS, MI 49525 PHONE: (616) 447-3455 EMAIL: MANIONJ@PROGRESSIVEAE.COM TOTAL DISTURBANCE AREA: 1.45 ACRES GENERAL NOTES LEGAL DESCRIPTION NOTE: SEE SURVEY SHEETS SV1 AND SV2 FOR MORE SURVEY AND PARCEL INFORMATION ZONE DISTRICT:B-3, 421-OL ADJACENT ZONING:B-3, B-2, I-2, R-SF-3 PARCEL SIZE:1.23 ACRES (INCLUDES REDD ROAD EASEMENT) LOT COVERAGE:0.72 ACRES (58.5 %) PARCEL SIZE:1.08 ACRES (EXCLUDING REDD ROAD EASEMENT) LOT COVERAGE:0.60 ACRES (55.6 %) BUILDING FOOTPRINT:5,660 SFT 9 SERVICE BAYS OFFICE / LOBBY COMPRESSOR & DUMPSTER ENCLOSURES LAND USE:COMMERCIAL - AUTOMOTIVE REPAIR REQUIRED SETBACKS: FRONT: 30 FT MIN - 120 FT MAX SIDE: 15 FEET REAR: 15 FEET PARKING SETBACK 5 FEET C5.1 DETAIL SHEET C5.2 SWPPP DETAIL SHEET C1.2 SWPPP NARRATIVE US 421 (MICHIGAN ROAD)GGGGGGGGGWWWOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUS20°32'51"E 119.27'S85°28'08"W 540.53'N00°23'46"E 81.37'N85°28'08"E 175.57'N04°31'52"W 33.57'N85°28'08"E 325.06'WWWREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.SHEET NO.CHECKED BY: DRAWN BY: FIELD BY: DWG NAME: PROJECT NO.:DATE BY DATE:WSNETHE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THISSURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROMREAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS)OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OFTRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCESTATIONS (CORS) (HTTP://INCORS.IN.GOV). THE BEARINGS SHOWNARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATEPLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88.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.net Build with confidence.SM© 2019 WEIHE ENGINEERS, INC.SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.W180791JT W180791 01/25/2019 BK JDPROGRESSIVE AE 10940 NORTH MICHIGAN ROAD, ZIONSVILLE, INDIANA ALTA/NSPS LAND TITLE SURVEY W180791 SV.DWG HARRISON MONUMENT FOUNDELECTRICAL RISERGUY ANCHORELECTRIC JUNCTION BOXUTILITY POLEUTILITY POLE W/ TRANSFORMERTRANSFORMERCOMMUNICATIONS JUNCTION BOXCOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALFIRE HYDRANTPOST INDICATOR VALVEWATER METERWATER VALVEGAS METERGAS VALVEGAS PIPELINE MARKERGAS MANHOLEELECTRIC METERBOLLARDFLAG POLEMAIL BOXPOSTSIGNGATE POSTCOMMUNICATIONS RISERCURB INLETSTORM MANHOLESANITARY SEWER MANHOLEFIBER OPTIC MARKER5/8" Ø REBAR WITH YELLOWPLASTIC CAP STAMPED"WEIHE ENGR. 0012" SETLEGENDPK OR MAG NAIL FOUND5/8" Ø REBAR WITH YELLOWPLASTIC CAP STAMPED"WEIHE ENGR. 0012" SETMAG NAIL WITH WASHERSTAMPED "WEIHE ENGR. 0012" SETRIGHT OF WAY LINECHAIN LINK FENCEBOUNDARY LINEFLOW LINESECTION LINEFARM FENCELINE TYPESOHUOHUOVERHEAD UTILITY LINETREE LINEMEASURED DIMENSIONRECORD DIMENSION(M)(R)AGBGROWINDOTABOVE GROUNDBELOW GROUNDRIGHT OF WAYINDIANA DEPARTMENT OF TRANSPORTATIONABBREVIATIONSPROJECT 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 MILENORTHEAST OF ZIONSVILLE; AT THE INTERSECTION OF DAUGHERTY DRIVE AND WEST 121ST STREET, INTHE NORTHEAST ¼ OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGE SUBDIVISION; SET INTHE TOP OF A CONCRETE POST, 42.3 FEET NORTHEAST OF AND ACROSS WEST 121ST STREET FROM AUTILITY POLE, 25.8 FEET NORTH OF THE CENTERLINE OF WEST 121ST STREET, 20.5 FEETWEST-NORTHWEST OF A METAL TELEPHONE PEDESTAL, 20.2 FEET SOUTHWEST OF A WOOD FENCE ENDPOST, 18.5 FEET EAST OF THE CENTERLINE OF DAUGHERTY DRIVE, 15.7 FEET NORTHWEST OF THE TOP OFTHE CENTER OF A CMP CULVERT UNDER DAUGHERTY DRIVE, 15.4 FEET WEST OF THE SOUTHEAST CORNEROF A BRICK WALL, 10.1 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK WALL, 5.8 FEETSOUTHWEST OF A METAL “DAUGHERTY DR” SIGN POST, LEVEL WITH THE GROUND; A DEPARTMENT OFNATURAL RESOURCES BRASS CONTROL STATION TABLET, STAMPED "BOO 54 1989". ELEV. 900.76 NAVD 88SITE TEMPORARY BENCHMARK1. CUT X ON THE NORTH BOLT OF A FIRE HYDRANT LOCATED 47 FEET EAST OF THE NORTHWEST CORNEROF PARCEL I. ELEV. 901.82 NAVD 882. RAILROAD SPIKE ON THE NORTH SIDE OF A UTILITY POLE LOCATED ON THE EAST SIDE OF MICHIGANROAD 115 FEET NORTH AND 93 FEET EAST OF THE SOUTHEAST CORNER OF PARCEL I. ELEV. 901.81 NAVD 88INDEX CONTOURINTERMEDIATE CONTOURSANITARY SEWERSTORM SEWEROF21 REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.SHEET NO.CHECKED BY: DRAWN BY: FIELD BY: DWG NAME: PROJECT NO.:DATE BY DATE:OFENGINEERS 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.net Build with confidence.SM© 2019 WEIHE ENGINEERS, INC.W180791JT W180791 01/25/2019 BK JD SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PROGRESSIVE AE 10940 NORTH MICHIGAN ROAD, ZIONSVILLE, INDIANA2 2ALTA/NSPS LAND TITLE SURVEY CLIENT: PROGRESSIVE AETHE PURPOSE OF THIS SURVEY IS TO RETRACE THE DEED LINES OF THE SURVEYED PROPERTY ON THEGROUND AND TO REPORT THE AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS; CLARITYAND/OR AMBIGUITY OF THE RECORD DESCRIPTION(S) AS WELL AS THE DESCRIPTIONS OF ADJOININGLANDS AND THEIR RELATIONSHIPS TO OCCUPATION OR POSSESSION LINES. THE SURVEY MEETS THEMINIMUM STANDARD REQUIREMENTS FOR AN ALTA/NSPS LAND TITLE SURVEY (EFFECTIVE FEBRUARY 23,2016) AS WELL AS THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYS IN INDIANA PER 865 IAC12.1.CURRENT OWNER OF RECORD:WAL-MART STORES EAST, LP, A DELAWARE LIMITED PARTNERSHIPINSTRUMENT NO. 200600024491 (HAMILTON COUNTY)RECORD DESCRIPTIONSPARCEL I: (HAMILTON COUNTY)PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAYTOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:BEGINNING AT THE INTERSECTION OF AN EAST-WEST FENCE LINE AND THE WEST LINE OF THE SOUTHWESTQUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST, SAID INTERSECTION POINT LOCATED 636.77FEET SOUTH 04 DEGREES 12 MINUTES 49 SECONDS WEST (ASSUMED BEARING) ALONG THE EAST LINE OFTHE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 17 NORTH, RANGE 2 EAST OF BOONE COUNTY,INDIANA, FROM THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 04 DEGREES 12MINUTES 49 SECONDS WEST ON THE WEST LINE OF SAID SOUTHWEST QUARTER 699.73 FEET TO THESOUTHWEST CORNER OF REAL ESTATE DESCRIBED IN A WARRANTY DEED RECORDED AS INSTRUMENT NO.88-23822 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 88 DEGREES55 MINUTES 11 SECONDS EAST ON THE SOUTHERLY LINE OF SAID REAL ESTATE FORMING AN INTERIORANGLE OF 86 DEGREES 52 MINUTES 00 SECONDS WITH THE WEST LINE OF SAID SOUTHWEST QUARTER, ADISTANCE OF 612.45 FEET TO A POINT ON THE CENTERLINE OF U.S. HIGHWAY 421 (AKA MICHIGAN ROAD) ASNOW LOCATED AND IMPROVED, SAID CENTERLINE BEING A CURVE, THE RADIUS POINT OF WHICH LIES17188.74 FEET NORTH 76 DEGREES 27 MINUTES 45 SECONDS EAST FROM SAID POINT; THENCENORTHWESTERLY, CURVING TO THE RIGHT ON SAID CENTERLINE, AN ARC DISTANCE OF 570.47 FEET TOTHE POINT OF TANGENCY OF SAID CURVE AT A POINT THAT IS 17188.74 FEET SOUTH 78 DEGREES 2MINUTES 51 SECONDS WEST OF THE RADIUS POINT OF SAID CURVE; THENCE NORTH 11 DEGREES 38MINUTES 09 SECONDS WEST ON SAID CENTERLINE 157.74 FEET TO A POINT ON THE EASTERLYPROLONGATION OF THE AFORESAID FENCE LINE, SAID POINT BEING THE NORTHEASTERLY CORNER OFREAL ESTATE DESCRIBED IN A QUITCLAIM DEED RECORDED AS INSTRUMENT NO. 94-30153 IN THE OFFICEOF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 89 DEGREES 44 MINUTES 20 SECONDSWEST ALONG SAID FENCE LINE AND ON THE NORTHERLY LINE OF SAID REAL ESTATE 404.81 FEET TO THEPLACE OF BEGINNING.EXCEPT, THAT PART CONVEYED TO THE STATE OF INDIANA BY DEED DATED OCTOBER 21, 1999 ANDRECORDED FEBRUARY 15, 2000 AS INSTRUMENT NO. 2000-7274, DESCRIBED AS FOLLOWS: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 NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 17NORTH, RANGE 2 EAST, BOONE COUNTY, INDIANA; THENCE SOUTH 0 DEGREES 39 MINUTES 08 SECONDSEAST 1336.50 FEET (DISTANCE DEDUCED FROM INSTRUMENT NO. 95-55474) ALONG THE EAST LINE OF SAIDSECTION 1 TO THE SOUTHERN LINE OF THE OWNER'S LAND; THENCE NORTH 86 DEGREES 12 MINUTES 52SECONDS EAST 570.68 FEET ALONG SAID SOUTHERN LINE OF THE OWNER'S LAND TO THE WESTERNBOUNDARY OF U.S.R. 421 AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 86DEGREES 12 MINUTES 52 SECONDS WEST 5.95 FEET ALONG SAID SOUTHERN LINE; THENCENORTHWESTERLY 11.79 FEET ALONG AN ARC TO THE RIGHT AND HAVING A RADIUS OF 17386.45 FEET ANDSUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 17 DEGREES 40 MINUTES 35 SECONDS WESTAND A LENGTH OF 11.79 FEET; THENCE NORTH 21 DEGREES 06 MINUTES 12 SECONDS WEST 330.15 FEET;THENCE NORTH 13 DEGREES 46 MINUTES 10 SECONDS WEST 233.15 FEET; THENCE NORTH 12 DEGREES 19MINUTES 24 SECONDS WEST 152.60 FEET TO THE NORTHERN LINE OF THE OWNER'S LAND; THENCE NORTH84 DEGREES 52 MINUTES 23 SECONDS EAST 9.80 FEET TO THE WESTERN BOUNDARY OF SAID U.S.R. 421;THENCE SOUTH 15 DEGREES 48 MINUTES 20 SECONDS EAST 150.51 FEET ALONG THE BOUNDARY OF SAIDU.S.R. 421; THENCE CONTINUING ALONG SAID BOUNDARY SOUTHEASTERLY 574.88 FEET ALONG AN ARC TOTHE LEFT AND HAVING A RADIUS OF 17380.68 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARINGOF SOUTH 16 DEGREES 45 MINUTES 11 SECONDS EAST AND A LENGTH OF 574.85 FEET TO THE POINT OFBEGINNING.ALSO, LESS AND EXCEPT, THAT PORTION OF THE ABOVE-DESCRIBED REAL ESTATE CONVEYED TONOTTINGHAM, LLC BY QUITCLAIM DEED DATED AUGUST 22, 2018 AND RECORDED SEPTEMBER 12, 2018 ASINSTRUMENT NO. 2018042558.AS SURVEYED REAL ESTATE DESCRIPTION (CLIENT DIRECTED)THE FOLLOWING DESCRIPTION WAS PREPARED BY JOSEPH TRTAN, P.S. - INDIANA #LS21500003 OF WEIHEENGINEERS, INC. AS PART OF A SURVEY PERFORMED UNDER JOB NO. W180791, DATED 04/09/2019.PART OF THE SOUTHWEST CORNER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 WEST OF THE SECONDPRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 6, THENCE NORTH 00 DEGREES 23 MINUTES46 SECONDS EAST ALONG THE WEST LINE OF SAID SECTION 6, 1314.40 FEET TO THE POINT OF BEGINNING;THENCE NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST ALONG SAID WEST LINE, 81.37 FEET; THENCENORTH 85 DEGREES 28 MINUTES 08 SECONDS EAST, 175.57 FEET; THENCE NORTH 04 DEGREES 31 MINUTES52 SECONDS WEST, 33.57 FEET; THENCE NORTH 85 DEGREES 28 MINUTES 08 SECONDS EAST, 325.06 FEETTO THE WEST RIGHT OF WAY LINE OF MICHIGAN ROAD; THENCE SOUTH 20 DEGREES 32 MINUTES 51SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 119.27 FEET TO THE NORTH LINE OF INSTRUMENTNUMBER 2018042558 AS RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCESOUTH 85 DEGREES 28 MINUTES 08 SECONDS WEST, ALONG SAID NORTH LINE, 540.53 FEET TO THE POINTOF BEGINNING, CONTAINING 1.23 ACRES, MORE OR LESS.SURVEYOR'S REPORTTHE PLANIMETRIC DATA WAS GATHERED USING SURVEY GRADE GPS AND STANDARD RADIAL SURVEYINGTECHNIQUES WITH AN ELECTRONIC INSTRUMENT WITH DATA COLLECTOR. THE FOLLOWING PARAGRAPHSARE OBSERVATIONS AND OPINIONS REGARDING THE UNCERTAINTIES IN THE LOCATIONS OF MONUMENTSBOTH FOUND AND SET, RECORD DOCUMENTS AND THE DEED LINES AS ESTABLISHED OR REESTABLISHEDBY THIS SURVEY, AND AS INTRODUCED BY PROBABLE RANDOM ERRORS IN THE MEASUREMENTS MADEDUE TO THE INSTRUMENTATION AND TECHNIQUES EMPLOYED (RELATIVE POSITIONAL ACCURACY). THESURVEY MAY SHOW DIFFERENCES BETWEEN THE DEED (D) OR PLAT (P) DIMENSIONS AND THE MEASURED(M) DIMENSIONS ALONG THE DEED LINES. THERE MAY BE DIFFERENCES BETWEEN LINES OF OCCUPATION(POSSESSION) AND THE DEED LINES AS SHOWN ON THIS SURVEY.MONUMENTSMONUMENTS WERE SET OR FOUND DURING THE COURSE OF THIS SURVEY, THOSE SET IN THE GROUNDARE 5/8" REBAR WITH YELLOW PLASTIC CAPS STAMPED "WEIHE ENGR 0012", UNLESS OTHERWISE NOTED.MONUMENTS SET IN HARD SURFACED AREAS, SUCH AS ASPHALT, ARE AS INDICATED ON THE DRAWINGAND HAVE A WASHER STAMPED "WEIHE ENGR 0012" WHERE POSSIBLE. THERE MAY BE 5/8" REBAR WITHRED PLASTIC CAPS STAMPED "TRAVERSE", WOODEN STAKES, OR SPIKE NAILS FOUND ON OR NEAR THESUBJECT REAL ESTATE. THESE ARE WORKING POINTS AND SHOULD NOT BE CONFUSED WITH MONUMENTSMARKING THE BOUNDARIES OF THE SUBJECT PROPERTY. MONUMENTS FOUND AT OR NEAR THE DEEDCORNERS, OR ALONG THE DEED LINES OF THE SUBJECT REAL ESTATE ARE INDICATED ON THE DRAWING.BECAUSE THE DIFFERENCE IS DEEMED INSIGNIFICANT, MONUMENTS WERE NOT SET IN THOSE CASESWHERE A FOUND MONUMENT WAS NOT IN EXACT AGREEMENT WITH THIS SURVEY, BUT WITHIN THETOLERANCES REQUIRED FOR A CERTAIN CLASS OF SURVEY. THE DIFFERENCE MAY BE SHOWN ON THESURVEY TO ACCENTUATE THE UNCERTAINTY OF THAT MONUMENT. IN THOSE CASES WHERE THEDIFFERENCE IS GREATER THAN THE RELATIVE POSITIONAL ACCURACY OR UNCERTAINTY IN CONTROLLINGMONUMENTS, CAUTION SHOULD BE EXERCISED BEFORE MAKING ANY IMPROVEMENTS ALONG THE LINESAFFECTED. THOSE UNCERTAINTIES CONSIDERED TO BE SIGNIFICANT ARE DISCUSSED BELOW. THEMONUMENTS ESTABLISHED AT THE CORNERS OF THE SUBJECT REAL ESTATE ARE WITHIN THEACCEPTABLE RELATIVE POSITIONAL SPECIFICATIONS FOR AN URBAN SURVEY, 0.07 FEET + 50 PPM ASDEFINED IN 865 IAC 1-12-7.THE FOLLOWING ARE THE MONUMENTS FOUND OR RE-ESTABLISHED MARKING THE CORNERS COMMON TOTHE SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST.NORTHWEST CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNERRECORD.NORTH QUARTER CORNER - A MAG NAIL FOUND FLUSH WITH GRADE FOUND. NO COUNTY SURVEYORSSECTION CORNER RECORD FOUND FOR THIS MONUMENT.EAST QUARTER CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNERRECORD.SOUTHEAST CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNERRECORD.SOUTH QUARTER CORNER - CALCULATED CORNER. NO MONUMENT FOUND AT THIS CORNER LOCATION. APREVIOUS ALTA SURVEY PERFORMED FOR PART OF THESE SURVEY TRACTSBY FALCON ENGINEERING, INC., DATED 10-18-06, WAS GIVEN TO WEIHEENGINEERS (UN-RECORDED DOCUMENT) BY THE CLIENT. PER THIS FALCONSURVEY, A MONUMENT WAS FOUND, LOCATED AND HELD AS SUCH CORNER.THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE FOUNDMONUMENTS ON THE FALCON SURVEY WERE HELD BETWEEN THECORRESPONDING MONUMENTS FOUND PER THIS WEIHE SURVEY TOESTABLISH THIS CORNERS LOCATION.SOUTHWEST CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNERRECORD.WEST QUARTER CORNER - A HARRISON MONUMENT FOUND PER COUNTY SURVEYORS SECTION CORNERRECORD.ACCESSORY MONUMENTS:VARIOUS MONUMENT WERE FOUND AS NOTED ON THE PLAT.THEORY OF LOCATIONTHE SUBJECT REAL ESTATE IS DESCRIBED BY METES AND BOUNDS. THESE TYPES OF DESCRIPTIONS MAKE"CALLS", WHICH ARE REFERENCES TO RECORD, NATURAL, OR ARTIFICIAL MONUMENTS AT THE CORNERS;AND RECORD, NATURAL OR CULTURAL BOUNDARY LINES. THE MOST COMMON METHOD IS TO RECITE THEDIRECTION AND LENGTH OF EACH LINE AS ONE WOULD WALK AROUND THE PERIMETER OF THE PROPERTY.THE FOLLOWING PARAGRAPHS ARE OBSERVATIONS RELATIVE TO THOSE CONTROLLING MONUMENTS ANDCALLS AS REFERENCED IN THE DESCRIPTION.PARCEL 1 BEGINS AT AN EAST-WEST FENCE LINE. THIS FENCE LINE WAS LOCATED IN THE FIELD AND WASHELD AS THE POINT OF BEGINNING. THE RECORD DESCRIPTION STATES THIS FENCE IS 699.73 FEET SOUTHALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 6,. THE COMMENCEMENT POINT WASNOT LOCATED. THE EAST LINE WAS ESTABLISHED BY THE RIGHT OF WAY TAKING IN INSTRUMENT NUMBER200000007274 AND THE INDIANA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLANS FOR DES NO.9015600, DATED 11/13/1998. THE SOUTH LINE WAS ESTABLISHED BY RECORD BEARING AND DISTANCE. THEWEST LINE WAS ESTABLISHED BY BEING THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 6.A PREVIOUS SURVEY BY WEIHE ENGINEERS DATED 09/20/2011 AS PROJECT NUMBER W110526 WAS USED ASREFERENCE FOR THIS SURVEY.A PREVIOUS SURVEY BY WEIHE ENGINEERS DATED 06/23/2017 AS PROJECT NUMBER W170034 WAS USED ASREFERENCE FOR THIS SURVEY.A PREVIOUS SURVEY BY WEIHE ENGINEERS DATED 11/27/2017 AS PROJECT NUMBER W170567 WAS USED ASREFERENCE FOR THIS SURVEY.COMMON TITLE LINESINFORMATION REGARDING THE OWNERSHIP OF THE SUBJECT REAL ESTATE OR ADJOINING PARCELS ISTHAT AS SHOWN IN LOCAL GOVERNMENT RECORDS, OR AS FURNISHED BY OTHERS. A COMPARISON WASMADE BETWEEN THE DEED CALLS OF THE SUBJECT REAL ESTATE AND THOSE ADJOINING PARCELS WITHCOMMON LINES WITH THE SURVEYED PARCEL AND THE FOLLOWING DISCREPANCIES WERE FOUND:OCCUPATION ALONG DEED LINESOCCUPATION MEANS SOME OBSERVABLE IMPROVEMENT EITHER MAN MADE OR A NATURAL BARRIERMANIPULATED BY MAN TO DELINEATE THE PROPERTY LINE. IT SHOULD BE NOTED THAT NOT ALL FENCESARE ERECTED TO DEFINE PROPERTY LINES AND CAUTION IS WARRANTED BEFORE ACCEPTING THIS TYPEOF BARRIER AS SUCH. ONE SHOULD ALSO BE AWARE THAT WHEN THESE TYPES OF OCCUPATION ARE NOTIN AGREEMENT WITH DEED LINES CERTAIN UNWRITTEN RIGHTS MAY EXIST OVER THE LAND BETWEENTHEM. THOSE PARTIES RELYING ON THE SURVEY SHOULD ASSUME THAT THE UNCERTAINTY OFOWNERSHIP OF THESE AREAS WHERE OCCUPATION LINES AND DEED LINES ARE NOT IN COINCIDENCE IS,AT LEAST, EQUAL TO THE MAGNITUDE OF THE DIFFERENCE. UNLESS OTHERWISE NOTED OR SHOWN ONTHE SURVEY, THERE IS NO VISIBLE EVIDENCE OF OCCUPATION (POSSESSION) ALONG THE DEED LINES OFTHE SUBJECT REAL ESTATE.THE EAST LINE OF PARCEL 1 IS TO THE IMPROVEMENTS OF US 421 (MICHIGAN ROAD).FLOOD HAZARD INFORMATIONTHE ACCURACY OF THE FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALEUNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCEDFLOOD INSURANCE RATE MAP.ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP OF THECITY OF CARMEL, INDIANA, MAP #18057C0205G DATED NOVEMBER 19, 2014, THE DESCRIBED REAL ESTATELIES WITHIN THE UNSHADED ZONE "X," WHICH ARE AREAS DETERMINED TO BE OUTSIDE 500-YEARFLOODPLAIN.ZONINGTHERE MAY BE A NEED FOR AN INTERPRETATION OF CERTAIN RESTRICTIONS AND REQUIREMENTS THATCAN ONLY BE GIVEN BY THE ZONING ADMINISTRATOR. A SURVEYOR CANNOT MAKE A CERTIFICATION ONTHE BASIS OF AN INTERPRETATION OR OPINION OF ANOTHER PARTY. SET BACK REQUIREMENTS CAN BEVARIABLE, TRANSITIONAL, AND SUBJECT TO LEGAL INTERPRETATION; THEREFORE, SETBACK LINES ARENOT DEPICTED ON THE SURVEY. AN EMAIL FROM BLAKE SCHULZ FROM ICEMILLER, LLP DATED MARCH 03,2018, PROVIDED THE FOLLOWING ZONING INFORMATION:CARMEL PORTION (EASTERN THIRD OF SITE):CURRENT ZONING: B-3 BUSINESS DISTRICT (SEE ATTACHED CARMEL - B-3 DISTRICT STANDARDS)OVERLAY ZONE: U.S 421 CORRIDOR OVERLAYSETBACK STANDARDS:A.MINIMUM FRONT YARD: 30 FEET, MEASURED FROM THE US 421 - MICHIGANROAD RIGHT-OF-WAY. THIS MEASUREMENT SHALL INCLUDE THE MANDATORY 30FOOT GREENBELT.B.MAXIMUM FRONT YARD: 120 FEET, MEASURED FROM THE US 421 - MICHIGANROAD RIGHT-OF-WAY. THIS MEASUREMENT SHALL INCLUDE THE MANDATORY 30FOOT GREENBELT.C.MINIMUM SIDE AND REAR YARDS: IF NEXT TO A BUSINESS DISTRICT ORDEVELOPMENT - 15 FEET; IF NEXT TO INDUSTRIAL DISTRICT OR DEVELOPMENT -20 FEET.TITLE COMMITMENT/EASEMENTSTHIS SURVEY WAS PREPARED UTILIZING INFORMATION CONTAINED IN FIDELITY NATIONAL TITLEINSURANCE COMPANY COMMITMENT #101900136 REVISION B, DATED MAY 01, 2019. SOME OF THE ITEMSDISCLOSED IN SCHEDULE BII OF SAID COMMITMENT HAVE BEEN SHOWN ON THE SURVEY, IF POSSIBLE, ANDARE IDENTIFIED BY THEIR RECORD INFORMATION. IF THERE IS A NEED FOR ADDITIONAL ITEMS TO BESHOWN ON THE SURVEY, PLEASE ADVISE ME AND PROVIDE THE APPROPRIATE INFORMATION.9.20' SEWER EASEMENT GRANTED TO THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT DATED JULY 21,1995 AND RECORDED DECEMBER 26, 1995 AS INSTRUMENT NO. 95-66240. (LOCATED AS SHOWN ONTHE SURVEYED REAL ESTATE.)10.PERPETUAL HIGHWAY EASEMENT GRANTED TO THE STATE OF INDIANA, DATED JULY 14, 2005 ANDRECORDED NOVEMBER 8, 2005 AS INSTRUMENT NUMBER 200500073534. (NOT LOCATED ON THESURVEYED REAL ESTATE. AS SHOWN ON THE SURVEY ALONG THE WEST LINE OF US 421 AT THENORTHEAST CORNER OF THE PARENT PARCEL)12. TERMS AND PROVISIONS OF DECLARATION OF DEVELOPMENT STANDARDS, COVENANTS ANDRESTRICTIONS FOR ANDRADE INDUSTRIAL PARK DATED NOVEMBER 2, 1994, AND RECORDED ONNOVEMBER 3, 1994, IN MISCELLANEOUS BOOK 149, PAGE 354, IN THE OFFICE OF THE RECORDER OFBOONE COUNTY, INDIANA, AS AMENDED BY FIRST AMENDMENT TO DECLARATION OF DEVELOPMENTSTANDARDS, COVENANTS AND RESTRICTIONS FOR ANDRADE INDUSTRIAL PARK DATED MARCH 8,2019 AND RECORDED MARCH 12, 2019 AS INSTRUMENT NO. 2019008773, IN THE OFFICE OF THERECORDER OF HAMILTON COUNTY, INDIANA. (NOT LOCATED ON THE SURVEYED REAL ESTATE)13. TEMPORARY ACCESS EASEMENT AGREEMENT BY AND BETWEEN ARIA LAND JV, LLC, AN INDIANALIMITED LIABILITY COMPANY AND ARIA ZIONSVILLE, LLC, AN INDIANA LIMITED LIABILITY COMPANY,DATED MARCH 5, 2019 AND RECORDED MARCH 12, 2019 AS INSTRUMENT NO. 2019008771, IN THEOFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA (NOT LOCATED ON THE SURVEYED REALESTATE)14. TERMS AND PROVISIONS OF EXCLUSIVE SANITARY SEWER EASEMENT AGREEMENT BY AND BETWEENJ.S. SNIDER AND VICKI L. SNIDER, TRICO REGIONAL SEWER DISTRICT, DULY ORGANIZED AND EXISTINGUNDER THE LAWS OF THE STATE OF INDIANA, ARIA ZIONSVILLE, LLC, AN INDIANA LIMITED LIABILITYCOMPANY AND ARIA LAND JV, LLC, AN INDIANA LIMITED LIABILITY COMPANY, DATED MARCH 7, 2019AND RECORDED MARCH 12, 2019 AS INSTRUMENT NO. 2019008772, IN THE OFFICE OF THE RECORDEROF HAMILTON COUNTY, INDIANA. (NOT LOCATED ON THE SURVEYED REAL ESTATE)15. TERMS AND PROVISIONS SET FORTH IN SPECIAL WARRANTY DEED FROM WAL-MART STORES EAST,LP, A DELAWARE LIMITED PARTNERSHIP, TO ARIA LAND JV, LLC, AN INDIANA LIMITED LIABILITYCOMPANY DATED MARCH 8, 2019 AND RECORDED MARCH 12, 2019 AS INSTRUMENT NO. 2019008648.16. GRANT OF EASEMENT TO DUKE ENERGY INDIANA, LLC DATED APRIL 25, 2019 AND RECORDED MAY 6,2019 AS INSTRUMENT NO. 2019018084. (NOT LOCATED ON THE SURVEYED REAL ESTATE)GENERAL NOTESAS USED IN THIS SURVEY, CERTIFY MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION OFCONDITIONS REGARDING THOSE FACTS OR FINDING WHICH ARE THE SUBJECT OF THE CERTIFICATION ANDDOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESS OR IMPLIED. INTERPRETATIONSARE NOT A PART OF ANY CERTIFICATION.NO WARRANTY, EITHER EXPRESS OR IMPLIED, IS MADE AS TO THE ACCURACY OR COMPLETENESS OFINFORMATION PROVIDED BY GOVERNMENTAL AUTHORITIES AND / OR THIRD PARTIES, OR AS TO ITSFITNESS FOR ANY PARTICULAR PURPOSE OR USE, INCLUDING BUT NOT LIMITED TO INFORMATIONPRESENTED ON UNDERGROUND UTILITIES, FLOOD HAZARD ZONES, FLOODWAY ZONES, WETLANDS,RECORDING INFORMATION, ZONING, AND REGULATED DRAINS. IN NO EVENT WILL WEIHE ENGINEERS, INC.,ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE LIABLE FOR ANY DAMAGES ARISING OUT OF THEFURNISHING AND/OR USE OF SUCH INFORMATION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED UPONABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND/OR MARKSMADE UPON THE GROUND BY INDIANA UNDERGROUND PLANT PROTECTION SERVICE) AND ARESPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICHTHERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED.THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THECONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION OF PLANNED IMPROVEMENTS ON OR NEAR THEPROPERTY. LOCATES WERE REQUESTED TO BE MARKED BY INDIANA UNDERGROUND PLANT PROTECTIONSERVICE AND THE REQUEST WAS IGNORED.ACCORDING TO THE HAMILTON COUNTY GIS, THERE ARE NO REGULATED DRAINS THAT ADJOIN OR CROSSTHE SURVEYED REAL ESTATE.ALTA/NSPS TABLE A ITEMS10 - THERE WAS NOT ANY OBSERVED PARTY WALLS.16 - THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDINGADDITIONS OBSERVED.17 - THERE WAS NOT EVIDENCE OF PROPOSED CHANGES IN STREET RIGHT OF WAY LINES OR EVIDENCEOF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED.18 - A WETLANDS DELINEATION WAS NOT COMPLETED PRIOR TO THE FIELDWORK BEING COMPLETED,THEREFORE NO DELINEATION MARKERS WERE OBSERVED. THERE ARE NO PUBLISHED WETLANDS ASSHOWN ON THE U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY MAP.CERTIFICATE OF SURVEYALTA/NSPS LAND TITLE SURVEYTO:ARIA LAND JV, LLC, AN INDIANA LIMITED LIABILITY COMPANY; CHRISTIAN BROTHERS AUTOMOTIVECORPORATION, A TEXAS CORPORATION; FIDELITY NATIONAL TITLE INSURANCE COMPANY:THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE INACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLESURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(B),7(A), 7(B) (1), 7(C), 10, 11, 16, 17 AND 18 OF TABLE A THEREOF. I FURTHER CERTIFY THAT TO THE BEST OF MYPROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THE HEREIN SURVEY MEETS OR EXCEEDS THEMINIMUM REQUIREMENTS AS SET FORTH IN 865 IAC 1-12-7, AND THE WITHIN PLAT AND REPORTREPRESENTS THE RESULTS OF AN URBAN SURVEY, AS DEFINED THEREIN. THE FIELDWORK WASCOMPLETED UNDER MY DIRECT SUPERVISION ON JANUARY 21, 2019.__________________________________JOSEPH TRTANPROFESSIONAL LAND SURVEYOR #LS21500003MAY 29, 2019I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT EACHSOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. - JOSEPH TRTANTHIS INSTRUMENT PREPARED BY: JOSEPH TRTANW180791 SV.DWGSECTION BREAKDOWNSECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST CURB INLET TC=901.43 GUT=900.75 15" RCP INV=897.11 (S) CURB INLET TC=902.59 GUT=901.93 15" HDPE INV=896.69 (N) CURB INLET TC=901.19 GUT=900.51 15" RCP INV=897.38 (S) CURB INLET TC=902.04 GUT=901.36 15" RCP INV=897.77 (E) STORM MANHOLE RIM=902.12 15" RCP INV=898.33 (E) 24" HDPE INV=894.75 (N) 24" HDPE INV=894.74 (S) CURB INLET TC=902.41 GUT=901.72 15" RCP INV=898.48 (W) GUT=900.44 STORM MANHOLE RIM=901.85 24" HDPE INV=894.39 (N) 24" HDPE INV=894.40 (S) 24" HDPE INV=895.04 (SE) CURB INLET TC=902.13 GUT=901.38 STORM INLET RIM=899.25 XUS 421 (MICH IGAN ROAD) XXX REBAR FOUND W/ CAP "BLS860017" 0.8' AG 5.56' SOUTH REBAR FOUND W/ CAP "WEIHE" 1.30' EAST REBAR FOUND W/ CAP "WEIHE"GGGGGGGGGGGGGGGGGGGWEST LINE SW 1/4 SEC 6, T17N, R3E HAMILTON COUNTY TEMPORARY SITE BENCHMARK 1 78.69' REBAR SET W/ CAP "WEIHE" REBAR SET W/ CAP "WEIHE" REBAR FOUND W/ CAP "WEIHE"OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE TEMPORARY SITE BENCHMARK 2 QUIT CLAIM LINE INSTR. NO. 9555472 INSTR. NO. 9555473 POINT OF BEGINNING EXCEPTIONS20°32'51 "E 119 .27 ' S85°28'08"W 540.53'N00°23'46"E 81.37'N85°28'08"E 175.57' N04°31'52"W 33.57' N85°28'08"E 325.06' PARCEL 1 HAMILTON COUNTY 8.22± ACRES (GROSS) 6.68± ACRES (NET) SURVEYED REAL ESTATE 1.23± ACRES STATE OF INDIANA INSTR. NO. 200000007274 #12 - SEWER EASEMENT INSTR. NO. 9509566240 #13 - PERPETUAL HIGHWAY EASEMENT INSTR. NO. 200500073534 NOTTINGHAM LLC INSTR. NO. 2018042558 9008978978988 9 8 898899901902903903 897 897 898 898 898 900900900897 898 8999019019 0 1 900901902900 90089789889990 1 901W 1"= EXISTING CONDITIONS AND REMOVAL PLAN 30'030'PROGRESSIVE ARCHITECTURE ENGINEERING I, INC330 South Tyron St. Suite 500 Charlotte, NC 28202 704.731.8080 www.progressiveae.comPROGRESSIVE ARCHITECTURE ENGINEERING, PCTHIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 10:19:34 AMP:\70050012\WIP DRAWINGS\C1 - EXISTING CONDITIONS AND REMOVAL.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019MICH IGAN ROAD (US-421) C1 EXISTING CONDITIONS AND REMOVAL PLAN JRS 70050012 CALL 811 NOTE: www.CALL811.com CONTRACTOR TO CONTACT 811 SERVICE AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES. DIAL 811. CLEAR BRUSH AND SMALL TREES TO PROPERTY LINE. PROTECT ANY TREES 8" DIAMETER OR LARGER THAT ARE OUTSIDE CONSTRUCTION LIMITS. PROPERTY LINE SURVEY LEGEND CO SPR SPRINKLER CLEANOUT MONUMENT UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE GAS MAIN LIGHT POLE SIGN WATERMAIN SANITARY SEWER STORM SEWER HYDRANT VALVE & BOX MANHOLE CATCH BASIN DECIDUOUS TREE TREE & BRUSH LINE FENCE LINEX MAJOR CONTOUR - 5 FT. INTERVAL MINOR CONTOUR - 1 FT. INTERVAL TRAFFIC SIGNAL POLE SPOT ELEVATIONX 000.0 DITCH CENTERLINE, TOE OF SLOPE CONIFEROUS TREE T WECG TEL., ELEC., CATV, GAS, WATER RISER TEL., ELEC., CATV, GAS MARKEREC FP FLAG POLE GUARD RAIL GTE TEL., ELEC., GAS, WATER MANHOLE T G W UNDERGROUND FIBER OPTIC LINE POWER POLE TELEPHONE POLE P.P. T.P. ELECTRICAL HAND HOLEHH FLOOD LIGHT PROPERTY IRON SET PROPERTY IRON FOUND BOLLARD LIGHT BUILDING G T FO UGE 000 001 PROTECT EX S IDEWALK EX S IDEWALKEX S IDEWALKEX S IDEWALK SURVEY NOTES 1.TOPOGRAPHIC SURVEY WAS COMPLETED BY WEIHE ENGINEERS. PLEASE REFER TO SHEETS SV1 AND SV2 FOR SURVEY AND BENCHMARK INFORMATION.. 2.VERTICAL DATUM IS NAVD 88, SEE SHEET SV1. 3.THE PROPOSED PROPERTY IS OUTSIDE ANY 100 YEAR FLOODPLAIN, FLOODWAY, AND FLOOD FRINGE. SEE "FLOOD HAZARD INFORMATION" ON SHEET SV2. 4.EXISTING VEGETATION IS PRIMARILY FALLOW LAND WITH A STRIP OF TREES AND BRUSH ALONG THE SOUTH SIDE OF THE PROPERTY. FALLOW LAND TREES AND BRUSH GCE SF SF SF SF SF GCE NOTE: SEE SHEET C1.1 SWPPP FOR ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES SEE "MICHIGAN ROAD RETAIL SITE DEVELOPMENT PLANS" FOR STABILIZED CONSTRUCTION ACCESS LOCATION AND DETAILS SEE "MICHIGAN ROAD RETAIL SITE DEVELOPMENT PLANS" FOR REDD ROAD SWPPP CONTROL MEASURES STOCKPILE AND STAGING AREAREDD ROADREDD ROAD, BY WOOLPERT 20'64' SITE CLEARING AND DEMOLITION NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR WITH THE DEMOLITION AND CLEARING REQUIREMENTS. 2.DAMAGE TO 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. 3.NO REMOVAL, DEMOLITION, CLEARING OR TOPSOIL REMOVAL SHALL OCCUR ON SITE UNTIL THE SWPPP AND STORMWATER PERMITS HAVE BEEN ISSUED AND THE CONTRACTOR HAS VERIFIED AND STAKED THE LIMITS OF REMOVAL IN THE FIELD. NOTIFY SITE CONSULTANT OF THE START OF CONSTRUCTION AND DATE WHEN THE LIMITS LINE WILL BE ESTABLISHED FOR REVIEW AND APPROVAL. 4. 5.NO BURNING OR BURYING OF CLEARED OR DEMOLITION MATERIAL SHALL BE ALLOWED ON SITE. 6.REMOVE ALL DEBRIS FROM WITHIN CONSTRUCTION LIMITS ON SITE. ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE AND, UNLESS OTHERWISE NOTED, DISPOSED OF IN A MANNER ACCEPTABLE TO LOCAL JURISDICTION HAVING AUTHORITY. 7.THE CONTRACTOR SHALL BE LICENSED BY THE STATE OF INDIANA FOR DEMOLITION REMOVAL AND HAULING OF MATERIALS. 8.THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS AND FEES FOR THIS WORK. 9.EXISTING UTILITIES ARE LOCATED TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING UTILITY LOCATIONS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES. 10.ALL EXCESS OR UNSUITABLE TOPSOIL OR SUBSOIL TO BECOME THE PROPERTY OF THE CONTRACTOR AND REMOVED OFFSITE. 11.CONTRACTOR TO CALL 811 AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES. 12.ALL GROUND AREAS DISTURBED BY CONSTRUCTION TO BE TOPSOILED AND SEEDED PER THE SITE LANDSCAPE PLAN UNLESS SHOWN OTHERWISE ON PLANS. CONSTRUCTION LIMITS XXXXX GGGGGGWEST LINE SW 1/4 SEC 6, T17N, R3E HAMILTON COUNTY 78.69'OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHETEMPORARY SITE BENCHMARK 2 SANITARY SEWER FORCE MAIN SIGN E UGE UGE UGE UGE UGE UGE UGE TX WW COTYPE 2 COTYPE 2 COTYPE 2 COTYPE 2 G COTYPE 2 COTYPE 2 CO COGGGGGGGG G G GGGGGGGG CO CO CO WWWW900900 901901 900 900 901 901900 900 901 900897897898 898899 901 900 90 1901 90 0 9 0 1 9 0 2 90089 8 898899901902900900898 898 8991"= STORMWATER POLLUTION PREVENTION PLAN 30'030'THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 10:19:49 AMP:\70050012\WIP DRAWINGS\C1.1 - STORMWATER POLLUTION PREVENTION.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 R E D D R D . C1.1 STORMWATER POLLUTION PREVENTION PLAN JRS 70050012 CALL 811 NOTE: www.CALL811.com CONTRACTOR TO CONTACT 811 SERVICE AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES. DIAL 811. PROPOSED CHRISTIAN BROTHERS AUT O M O T I V E FINISHED FLOOR ELEV = 901 . 5 0 MICHIGAN ROAD (US-421)1.INSTALL EROSION CONTROL MEASURES AT THE LIMITS OF EARTHWORK PRIOR TO THE START OF ANY EARTHWORK OPERATIONS. ALL OTHER EROSION CONTROL MEASURES SHALL BE INSTALLED IN CONJUNCTION WITH THE CONSTRUCTION SCHEDULE AND SEQUENCE AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 2.MAINTAIN ALL EROSION CONTROL INSTALLATIONS DURING THE COURSE OF CONSTRUCTION. MAKE INSPECTIONS AFTER EACH STORM EVENT AND REPAIR OR REPLACE ANY DAMAGE. REMOVE ACCUMULATED SEDIMENT FROM SEDIMENT BASINS TO MAINTAIN EFFECTIVENESS OF EROSION CONTROL INSTALLATIONS. REPAIR ANY ERODED AREAS ON SLOPES OR NEAR SILT FENCE. REGRADE AND RESEED ANY TEMPORARY SEEDED AREAS AS NECESSARY TO PREVENT EROSION. 3.THE EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE BASED ON THE IDEM INDIANA STORM WATER QUALITY MANUAL. THE SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED PER PLANS AND SPECIFICATIONS 4.KEEP PUBLIC ROADWAYS CLEAR OF ACCUMULATED SEDIMENT. SEDIMENTS SHALL BE REMOVED IMMEDIATELY UPON ENTERING PUBLIC ROADWAYS AND SHALL BE RETURNED TO THE LIKELY POINT OF ORIGIN. SEDIMENTS SHALL NOT BE FLUSHED OR WASHED FROM THE AREA WITH WATER. 5.INLET PROTECTION TO BE CATCH-ALL INLET PROTECTOR BY MARATHON MATERIALS, INC. OR APPROVED EQUAL FOR ALL STORM INLETS (SEE SESC KEYING LEGEND, IP). 6.ALL LAWN AREAS TO RECEIVE SOD. REFER TO LANDSCAPE PLAN. 7.SILT FENCE TO BE NUTEC 3-NWS 6 NON-WOVEN FABRIC OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE AROUND ALL SUBSOIL SPOIL AND TOPSOIL STOCKPILE AREAS. ALL SOIL PILES SHALL BE SEEDED WITH APPROVED SEED MIXTURES AND BE LOCATED AWAY FROM ANY DOWNSLOPE STREET, DRIVEWAY, DITCH OR DRAINAGE WAY. 8.REMOVE TEMPORARY CONTROL MEASURES AS FOLLOWS: PAVEMENT AREAS - MAINTAIN IN SERVICE UNTIL PREPARATION FOR PLACEMENT OF BITUMINOUS LEVELING COURSES LAWN AREAS - REMOVE AFTER LAWN IS WELL ESTABLISHED AND ROOTED 9.SILT FENCE SHALL BE INSPECTED AND REPAIRED ONCE A WEEK AND AFTER EVERY RAIN. SEDIMENT SHALL BE REMOVED IF DEPOSITS REACH HALF THE FENCE HEIGHT. 10.CONTRACTOR SHALL INSTALL AN ACCESS DRIVE ENTRANCE USING CRUSHED AGGREGATE PER DETAIL ON C304 11.CONTRACTOR WILL BE RESPONSIBLE FOR ALL TEMPORARY SOIL EROSION. OWNER WILL BE RESPONSIBLE FOR PERMANENT SOIL EROSION CONTROL. 12.DUST CONTROL SHALL BE PROVIDED BY MEANS OF WATER DISTRIBUTION ON A REGULAR BASIS OVER AREAS THAT COULD POTENTIALLY PRODUCE DUST CONDITIONS. 13.UPON CONSTRUCTION, ALL SLOPES SHOULD BE IMMEDIATELY STABILIZED AND SEEDED. INSTALL AND MAINTAIN TEMPORARY EROSION CONTROLS TOPSOIL STRIPPING & STOCKPILING ON-SITE UTILITIES SITE GRADING & EARTHWORK TOPSOIL SPREADING PERMANENT SEEDING PARKING LOT BASE & PAVING JULY '19AUGUSTSEPTOCTNOVDECJAN '19FEBMARAPRMAYTHIS CONSTRUCTION SCHEDULE IS PROVIDED TO INDICATE ANTICIPATED START DATES FOR SITE DISTURBANCE AND ANTICIPATED COMPLETION DATES FOR SITE STABILIZATION AS REQUIRED BY GOVERNING AGENCY FOR SOIL EROSION AND SEDIMENTATION CONTROL. EXACT START AND COMPLETION DATES FOR EACH ACTIVITY SHOULD BE COORDINATED WITH THE CONSTRUCTION MANAGER. PS MB SF IP GCE MB GCE RESPONSIBLE PARTY FOR ON-SITE SESC CONCTRACTOR: _____________________ RESPONSIBLE PERSON: ______________ PHONE: ________________ EROSION CONTROL NOTES PS PS PS PS PS SF SF SF SF IP IP IP IP IP IP STOCKPILE AND STAGING AREA SF SF LAND DISTURBANCE DELINEATION / CONSTRUCTION LIMITS TOTAL DISTURBANCE AREA = 1.38 ACRES IP IP SEE "MICHIGAN ROAD RETAIL SITE DEVELOPMENT PLANS" FOR REDD ROAD SWPPP CONTROL MEASURES GENERAL NOTES 1.THERE WILL BE NO DIRECT DISCHARGE FROM THE SITE. THE SITE IS 1,000 FT FROM THE NEAREST WATER BODY WHICH IS A DETENTION BASIN AND 2, 600 FT FROM THE NEAREST RIVER, "LONG BRANCH". 2.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 11:19:07 AMP:\70050012\WIP DRAWINGS\C1.2 - SWPPP NARRATIVE.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 C1.2 SWPPP NARRATIVE JRS JPM 1.THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SWPPP ON THE SITE FOR THE DURATION OF CONSTRUCTION. 2.THE CONTRACTOR SHALL ADHERE TO THE SWPPP DURING CONSTRUCTION OPERATIONS. 3.THE SWPPP INCLUDES THE SWPPP DRAWINGS, NOTES, NARRATIVE, AND ASSOCIATED DETAIL SHEETS. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL BMP'S DURING CONSTRUCTION. 5.ALL EARTH-DISTURBING CONSTRUCTION ACTIVITIES SHALL BE PERFORMED WITHIN THE LIMITS OF DISTURBANCE AS INDICATED ON THE SWPPP DRAWINGS. 6.THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS AND FILED-STAKING THE LIMIT OF DISTURBANCE LINE PRIOR TO THE START OF CONSTRUCTION. 7.PERIMETER EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO THE START OF ANY LAND CLEARING OR GRADING ACTIVITIES. 8.THE CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES WHEN REQUIRED BY THESE PLAN DRAWINGS AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY SITE CONDITIONS. 9.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY SEDIMENTATION RESULTING FROM WORK ON THE SITE IS CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS. 10.SLOPES ARE TO BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 11.CONTRACTOR LAY DOWN, STAGING AND STOCKPILE AREAS ARE TO BE LOCATED WITHIN THE PERMITTED LIMITS OF DISTURBANCE. 12.SILT FENCE IS TO BE INSTALLED AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS AS DICTATED BY SITE CONDITIONS. ADDITIONALLY, INACTIVE PORTIONS OF THE STOCKPILE ARES ARE TO BE STABILIZED AS REQUIRED HEREIN. 13.IMPLEMENT TEMPORARY STABILIZATION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL NOT RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY STABILIZATION MEASURES MUST BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS FROM WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. 14.EXPOSED AREAS ARE TO BE SEEDED/STABILIZED AS SPECIFIED WITHIN SEVEN (7) DAYS FOLLOWING THE CONCLUSION OF FINAL GRADING IN THAT AREA. 15.THE CONTRACTOR IS RESPONSIBLE FOR REGULARLY CHECKING SODDED AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS ESTABLISHED. AREAS SHOULD BE FERTILIZED, WATERED, AND RE-SEEDED AS NEEDED. THE CONTRACTOR IS RESPONSIBLE TO ENSURE VEGETATION IS ESTABLISHED FOR A WARRANTY PERIOD OF TWO FULL GROWING SEASONS. 16.TRACKING OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS SHALL BE MINIMIZED THROUGH THE USE OF APPROPRIATE MEASURES. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE ROADWAYS. 17.THE CONTRACTOR SHALL BRING TO THE SITE AND USE ONLY EQUIPMENT THAT IS WELL-MAINTAINED AND WITHOUT LEAKS. 18.NO VEHICLES AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF SHALL FLOW DIRECTLY INTO A WATER COURSE. 19.EMPTY CANISTERS, CANS, OR OTHER CHEMICAL CONTAINERS (I.E. FROM HYDRAULIC FLUIDS, ETC.) AND ALL OTHER WASTE MATERIALS ARE TO BE KEPT IN APPROPRIATE SEALED WASTE CONTAINERS AND UNTIL THEY CAN BE REMOVED FROM THE SITE FOR PROPER OFF-SITE DISPOSAL. 20.MAINTAIN LANDSCAPE BUFFER WHERE INDICATED ON STORM WATER POLLUTION PREVENTION PLAN. 21. THE PREDOMINANT SOIL TYPE ON SITE IS LOAM PER THE USGS SOIL SURVEY. SWPPP FOR CONSTRUCTION SITES 1.14 DIGIT WATERSHED HYDROLOGIC UNIT CODE: 05120201120080 2.RECEIVING WATERS:EAGLE CREEK-LONG BRANCH / IRISHMAN RUN 3.10-YEAR POST CONSTRUCTION PEAK DISCHARGE:4.47 CFS 4.STORMWATER DISCHARGE LOCATIONS STORMWATER WILL DISCHARGE FROM THE SITE TO A CATCH BASIN (CB 2.2) IN REDD ROAD, ON THE EAST SIDE OF THE PROPERTY. THERE IS A SMALL AREA OF THE PROPERTY IN THE NORTH EAST CORNER THAT DISCHARGES TO THE NORTH, MATCHING EXISTING DRAINAGE PATTERNS. 5.DIRECT GROUNDWATER DISCHARGE LOCATIONS THERE ARE NO PROPOSED GROUNDWATER DISCHARGE LOCATIONS FOR THE PROPOSED PROJECT 6.SOILS MAP: SOILS ON SITE ARE PREDOMINATELY CLAY AND DRAIN POORLY. THE PROPOSED SITE HAS ACCOMMODATED THE EXISTING SOIL LIMITATIONS BY PROVIDING DRAINAGE STRUCTURES AND SWALES TO ADEQUATELY DRAIN THE SITE. 7.B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THE FOLLOWING POTENTIAL POLLUTANT SOURCES MAY BE ASSOCIATED WITH CONSTRUCTION ACTIVITIES ON SITE: ·MATERIAL STORAGE AREAS (MORE SPECIFICALLY DESCRIBED BELOW) ·CONSTRUCTION WASTE MATERIAL ·FUEL STORAGE AREAS AND FUELING STATIONS ·EXPOSED SOILS ·LEAKING VEHICLES AND EQUIPMENT ·SANITARY WASTE FROM TEMPORARY TOILET FACILITIES ·LITTER ·WINDBLOWN DUST ·SOIL TRACKING OFF SITE FROM CONSTRUCTION EQUIPMENT THE FOLLOWING CONSTRUCTION MATERIALS WILL BE STAGED OR STORED ON SITE AT VARIOUS POINTS DURING DEVELOPMENT OF THE SITE. ·STRUCTURAL FILL ·ROAD BASE ·STORM DRAINAGE PIPE ·STORM CULVERTS ·PRECAST CONCRETE MANHOLES HALF SCALE 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES TEMPORARY SILT FENCE LOCATION:CHRISTIAN BROTHERS SITE, SEE SHEETS C1 AND C1.0 FOR LOCATIONS DIMENSIONS:1,100 LF SPECIFICATIONS:SEE DETAIL SHEET C5.2 FOR DETAILS AND SPECIFICATIONS CONSTRUCTION DETAILS: SEE DETAIL SHEET C5.2 FOR DETAILS AND SPECIFICATIONS. MONITORING AND MAINTENANCE:INSPECT SILT FENCE AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND FOLLOWING ANY STORM EVENT. INLET PROTECTION FABRIC DROP LOCATION:CHRISTIAN BROTHERS SITE, SEE SHEET C1.0 FOR LOCATIONS QUANTITY:8 DIMENSIONS:4'x2'x3' (LxWxH) SPECIFICATIONS:SEE DETAIL SHEET C5.2 FOR DETAILS AND SPECIFICATIONS CONSTRUCTION DETAILS: SEE DETAIL SHEET C5.2 FOR DETAILS AND SPECIFICATIONS. MONITORING AND MAINTENANCE: INSPECT INLET PROTECTION FABRIC DROPS AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND FOLLOWING ANY STORM EVENT. STABILIZED CONSTRUCTION ACCESS LOCATION:CHRISTIAN BROTHERS SITE, SEE SHEET C1.0 FOR LOCATIONS DIMENSIONS:65'x 20' (LxW) SPECIFICATIONS:SEE DETAIL SHEET C5.2 FOR DETAILS AND SPECIFICATIONS CONSTRUCTION DETAILS: SEE DETAIL SHEET C5.2 FOR DETAILS AND SPECIFICATIONS. MONITORING AND MAINTENANCE: INSPECT CONSTRUCTION ACCESS AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND FOLLOWING ANY STORM EVENT. EROSION CONTROL BLANKET LOCATION:CHRISTIAN BROTHERS SITE ON THE SOUTH SIDE OF THE PROPOSED BUILDING, SEE SHEET C1.0 FOR LOCATIONS DIMENSIONS:315'x 25' (LxW) SPECIFICATIONS:SEE DETAIL SHEET C5.2 FOR DETAILS AND SPECIFICATIONS CONSTRUCTION DETAILS: SEE DETAIL SHEET C5.2 FOR DETAILS AND SPECIFICATIONS. MONITORING AND MAINTENANCE: INSPECT EROSION CONTROL BLANKET AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND FOLLOWING ANY STORM EVENT. PERMANENT STORMWATER DETENTION BASIN LOCATION:WEST ARIA APARTMENT DEVELOPMENT DIMENSIONS:±800 FT (LONG) x ±165 FT (WIDE) SPECIFICATIONS:SEE ARIA SITE DEVELOPMENT PLANS AND "STORMWATER TECHNICAL REPORT FOR: MICHIGAN ROAD SITE", BY WEIHE ENGINEERS. CONSTRUCTION DETAILS: SEE ARIA SITE DEVELOPMENT PLANS AND "STORMWATER TECHNICAL REPORT FOR: MICHIGAN ROAD SITE", BY WEIHE ENGINEERS. MONITORING AND MAINTENANCE:SEE ARIA SITE DEVELOPMENT PLANS AND "STORMWATER TECHNICAL REPORT FOR: MICHIGAN ROAD SITE", BY WEIHE ENGINEERS. WATER QUALITY MECHANICAL UNITS LOCATION:WEST ARIA APARTMENT DEVELOPMENT QUANTITY:3 MECHANICAL WATER QUALITY UNITS DIMENSIONS:TO BE DETERMINED SPECIFICATIONS:SEE ARIA SITE DEVELOPMENT PLANS AND "STORMWATER TECHNICAL REPORT FOR: MICHIGAN ROAD SITE", BY WEIHE ENGINEERS. CONSTRUCTION DETAILS: SEE ARIA SITE DEVELOPMENT PLANS AND "STORMWATER TECHNICAL REPORT FOR: MICHIGAN ROAD SITE", BY WEIHE ENGINEERS. MONITORING AND MAINTENANCE:SEE ARIA SITE DEVELOPMENT PLANS AND "STORMWATER TECHNICAL REPORT FOR: MICHIGAN ROAD SITE", BY WEIHE ENGINEERS. STORMWATER CATCH BASINS WITH SUMP LOCATION:CHRISTIAN BROTHERS SITE, SEE SHEET C3 FOR LOCATIONS QUANTITY:8 DIMENSIONS:4 FT AND 2 FT DIAMETER SPECIFICATIONS:SEE DETAIL SHEET C5.1 FOR DETAILS AND SPECIFICATIONS CONSTRUCTION DETAILS: SEE DETAIL SHEET C5.1 FOR DETAILS AND SPECIFICATIONS. MONITORING AND MAINTENANCE:STORMWATER CATCH BASINS AND MANHOLES WILL NEED TO BE INSPECTED AND CLEANED BASED ON O AND M MANUAL MAINTENANCE SCHEDULE. PERMANENT SEEDING / PLANTINGS LOCATION:CHRISTIAN BROTHERS SITE, SEE SHEET C3 FOR LOCATIONS DIMENSIONS:SEE SHEET C3 FOR DIMENSIONS SPECIFICATIONS:SEE DETAIL SHEET C5.1 FOR DETAILS AND SPECIFICATIONS CONSTRUCTION DETAILS: SEE DETAIL SHEET C5.1 FOR DETAILS AND SPECIFICATIONS. MONITORING AND MAINTENANCE:STORMWATER CATCH BASINS AND MANHOLES WILL NEED TO BE INSPECTED AND CLEANED BASED ON O AND M MANUAL MAINTENANCE SCHEDULE. 9. GENERAL CONSTRUCTION SEQUENCE 1.THE NOTICE OF INTENT (NOI) LETTER SHALL BE SUBMITTED TO IDEM PRIOR TO INITIATION OF ANY LAND DISTURBING ACTIVITIES 2.DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1 2" RAINFALL AND A MINIMUM OF ONE TIME A WEEK. 3.A PRE-CONSTRUCTION MEETING WITH CITY OF CARMEL MUST BE HELD BEFORE ANY LAND DISTURBING ACTIVITIES MAY COMMENCE. AFTER THE PERIMETER PRACTICES HAVE BEEN INSTALLED, NOTIFY ROB BECK, RULE 5 COORDINATOR, AT (317) 233-1864 OR RBECK@IDEM.STATE.IN.US AND THE CITY OF CARMEL (317) 571-2441. 4.POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE A COPY OF THE NOI AND THE CONTACT INFORMATION FOR THE PERSON RESPONSIBLE FOR IMPLEMENTING THE SWPPP. THE SWPPP SHOULD BE ONSITE AND WEEKLY SITE REPORTS NEED TO BE AVAILABLE WITHIN 48 HOURS OF A REQUEST. 5.INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 6.INSTALL FUELING AREA, PORT-A-LET, CONSTRUCTION DUMPSTER, CONCRETE WASHOUT FACILITY AND STAGING AREA. 7.INSTALL SANITARY AND WATER MAINS, AND STORM SEWER. 8.ROUGH GRADE SITE. 9.CONSTRUCT ROADWAY INCLUDING CURB, DRIVES, AND SIDEWALKS. 10.PERFORM FINAL GRADING. 11.PLACE SOD AND REMAINING LANDSCAPING, AND REVIEW FINAL STABILIZATION. 12.REMOVE SILT FENCE, AND INLET PROTECTION AND CLEAN ALL PERMANENT BMPS AFTER ALL AREAS ARE STABILIZED. 13.ONCE THE CONSTRUCTION ACTIVITY IS COMPLETED (BY RULE LANGUAGE, WHEN FINAL STABILIZATION HAS OCCURRED), A COMPLETE RULE 5 NOTICE OF TERMINATION (NOT) FORM MUST BE SUBMITTED TO IDEM, WITH A COPY BEING SENT TO CITY OF CARMEL ENGINEERING DEPARTMENT. 10. LOCATION OF PROPOSED SOIL STOCKPILES SOIL AND TOPSOIL STOCKPILE AREAS WILL BE FIELD DETERMINED ON-SITE. A PROPOSED STOCKPILE LOCATION IS SHOWN ON SHEET C1.1. ALL STOCKPILES ARE TO BE ENCOMPASSED BY SILT FENCE. 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS SEEDING AND MULCHING SPECIFICATIONS ARE PROVIDED ON LANDSCAPE PLANS LP-1 AND LP-2. 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS EROSION AND SEDIMENT CONTROL SPECIFICATIONS ARE SHOWN ON SHEETS C1.1, C5.2, AND THIS SHEET. 13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN SOLID WASTE DISPOSAL NO SOLID MATERIAL, INCLUDING BUILDING MATERIALS, IS PERMITTED TO BE DISCHARGED TO SURFACE WATERS OR BURIED ON SITE. ALL SOLID WASTE MATERIALS, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITY, MUST BE COLLECTED IN CONTAINERS OR CLOSED DUMPSTERS. THE COLLECTION CONTAINERS MUST BE EMPTIED PERIODICALLY AND THE COLLECTED MATERIAL HAULED TO A LANDFILL PERMITTED BY THE STATE AND/OR APPROPRIATE LOCAL MUNICIPALITY TO ACCEPT THE WASTE FOR DISPOSAL. A FOREMAN OR SUPERVISOR SHOULD BE DESIGNATED IN WRITING TO OVERSEE, ENFORCE, AND INSTRUCT CONSTRUCTION WORKERS ON PROPER SOLID WASTE PROCEDURES. IN CASE OF EMERGENCIES, SPILLS OR POTENTIAL CONTAMINATION, PLEASE CALL THE APPROPRIATE NUMBER AS LISTED BELOW: A.IF AN EMERGENCY OCCURS, CALL 911. B.MINOR SPILLS OF HAZARDOUS MATERIAL MUST BE REPORTED BY CALLING JOHNSON COUNTY EMERGENCY MANAGEMENT AGENCY 317 736-9064 C.IDEM 24 HOUR SPILL HOTLINE 1-888-233-7745 HAZARDOUS WASTE WHENEVER POSSIBLE, MINIMIZE THE USE OF HAZARDOUS MATERIALS AND GENERATION OF HAZARDOUS WASTES. ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED IN THE MANNER SPECIFIED BY FEDERAL, STATE, OR LOCAL REGULATIONS OR BY THE MANUFACTURER. USE CONTAINMENT BERMS IN FUELING AND MAINTENANCE AREAS AND WHERE POTENTIAL FOR SPILLS IS HIGH. A FOREMAN OR SUPERVISOR SHOULD BE DESIGNATED IN WRITING TO OVERSEE, ENFORCE AND INSTRUCT CONSTRUCTION WORKERS ON PROPER HAZARDOUS WASTE PROCEDURES. THE LOCATION OF ANY HAZARDOUS WASTE STORAGE AREAS SHOULD BE INDICATED ON THE STORMWATER POLLUTION PREVENTION PLAN BY THE OPERATOR FOLLOWING ON-SITE LOCATION OF THE FACILITY. DUST CONTROL/OFF-SITE VEHICLE TRACKING DURING CONSTRUCTION, WATER TRUCKS SHOULD BE USED, AS NEEDED, BY EACH CONTRACTOR OR SUBCONTRACTOR TO REDUCE DUST. AFTER CONSTRUCTION, THE SITE SHOULD BE STABILIZED TO REDUCE DUST. CONSTRUCTION TRAFFIC SHOULD ENTER AND EXIT THE SITE AT A CONSTRUCTION ENTRANCE WITH A ROCK PAD OR EQUIVALENT DEVICE. THE PURPOSE OF THE ROCK PAD IS TO MINIMIZE THE AMOUNT OF SOIL AND MUD THAT IS TRACKED ONTO EXISTING STREETS. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS. SANITARY / SEPTIC CONTRACTORS AND SUBCONTRACTORS MUST COMPLY WITH ALL STATE AND LOCAL SANITARY SEWER, PORTABLE TOILET, OR SEPTIC SYSTEM REGULATIONS. SANITARY FACILITIES SHALL BE PROVIDED AT THE SITE BY EACH CONTRACTOR OR SUBCONTRACTOR THROUGHOUT CONSTRUCTION ACTIVITIES. THE SANITARY FACILITIES SHOULD BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND BE SERVICED REGULARLY. ALL EXPENSES ASSOCIATED WITH PROVIDING SANITARY FACILITIES ARE THE RESPONSIBILITY OF THE CONTRACTORS AND SUBCONTRACTORS. THE LOCATION OF ANY SANITARY FACILITIES SHOULD BE INDICATED ON THE STORMWATER POLLUTION PREVENTION PLAN BY THE OPERATOR FOLLOWING ON-SITE LOCATION OF SAID FACILITIES. WATER SOURCE WATER USED TO ESTABLISH AND MAINTAIN GRASS, TO CONTROL DUST, AND FOR OTHER CONSTRUCTION PURPOSES MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE OR LOCAL HEALTH DEPARTMENT. EQUIPMENT FUELING AND STORAGE AREAS EQUIPMENT FUELING, MAINTENANCE, AND CLEANING SHOULD ONLY BE COMPLETED IN PROTECTED AREAS (I.E., BERMED AREA). LEAKING EQUIPMENT AND MAINTENANCE FLUIDS WILL BE COLLECTED AND NOT ALLOWED TO DISCHARGE ONTO SOIL WHERE THEY MAY BE WASHED AWAY DURING A RAIN EVENT. EQUIPMENT WASH DOWN (EXCEPT FOR WHEEL WASHES) SHOULD TAKE PLACE WITHIN AN AREA SURROUNDED BY A BERM. THE USE OF DETERGENTS IS PROHIBITED. HAZARDOUS MATERIAL STORAGE CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC OR HAZARDOUS MATERIALS SHOULD BE STORED IN THEIR ORIGINAL CONTAINERS (IF ORIGINAL CONTAINER IS NOT RESEALABLE, STORE THE PRODUCTS IN CLEARLY LABELED, WATERPROOF CONTAINERS). EXCEPT DURING APPLICATION, THE CONTAINERS SHOULD BE KEPT IN TRUCKS OR IN BERMED AREAS WITHIN COVERED STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIALS SHALL BE COLLECTED, REMOVED FROM THE SITE, AND DISPOSED OF IN ACCORDANCE WITH THE FEDERAL, STATE, AND LOCAL REGULATIONS. AS MAY BE REQUIRED BY FEDERAL, STATE, OR LOCAL REGULATIONS, THE CONTRACTOR SHOULD HAVE A HAZARDOUS MATERIALS MANAGEMENT PLAN AND/OR HAZARDOUS MATERIALS SPILL AND PREVENTION PROGRAM IN PLACE. A FOREMAN OR SUPERVISOR SHOULD BE DESIGNATED IN WRITING TO OVERSEE, ENFORCE, AND INSTRUCT CONSTRUCTION WORKERS ON PROPER HAZARDOUS MATERIALS STORAGE AND HANDLING PROCEDURES. THE LOCATION OF ANY HAZARDOUS MATERIAL STORAGE AREAS SHOULD BE INDICATED ON THE STORMWATER POLLUTION PREVENTION PLAN BY THE OPERATOR FOLLOWING ON-SITE LOCATION OF THE STORAGE AREAS. 14. CONTACT INFORMATION STORMWATER POLLUTION PREVENTION SITE CONTACT TO BE DETERMINED. POST CONSTRUCTION SWPPP 1. POTENTIAL POLLUTANT SOURCES POTENTIAL POLLUTANT SOURCE: PASSENGER VEHICLES, DELIVERY VEHICLES, TRUCKS, AND FUEL DELIVERY TRUCKS TYPE OF POLLUTANT: OIL, GASOLINE, DIESEL FUEL, ANY HYDROCARBON ASSOCIATED WITH VEHICULAR FUELS AND LUBRICANTS, GREASE, ANTIFREEZE, WINDSHIELD CLEANER SOLUTION, BRAKE FLUID, BRAKE DUST, RUBBER, GLASS, METAL AND PLASTIC FRAGMENTS, GRIT, ROAD DE-ICING MATERIALS POLLUTANT SOURCE: TRASH DUMPSTER TYPE OF POLLUTANT: CLEANING SOLUTIONS OR SOLVENTS, LITTER (PAPER, PLASTIC, GENERAL REFUSE ASSOCIATED WITH DISTRIBUTION OPERATIONS), UNEATEN FOOD PRODUCTS, BACTERIA POLLUTANT SOURCE: LAWN AND LANDSCAPE AREAS TYPE OF POLLUTANT: FERTILIZERS, SOIL, ORGANIC MATERIAL (LEAVES, MULCH, GRASS CLIPPINGS) THE ANTICIPATED POLLUTION SOURCES ARE THE VEHICLES THAT WILL USE THESE FUTURE FACILITIES, INCLUDING BOTH TRUCK AND PASSENGER VEHICLE TRAFFIC. POSSIBLE POLLUTANTS INCLUDE OIL, GASOLINE, ANTI-FREEZE AND OTHER POLLUTANTS ASSOCIATED WITH VEHICULAR TRAFFIC. 2. POST-CONSTRUCTION STORMWATER QUALITY MEASURES SEE #8 "PERMANENT STORMWATER QUALITY MEASURES" UNDER THE "SWPPP FOR CONSTRUCTION SITES" NOTES. 3. STORMWATER QUALITY IMPLEMENTATION STORMWATER DETENTION BASIN AND WATER QUALITY MECHANICAL UNITS WILL BE INSTALLED AS PART OF THE ARIA APARTMENT DEVELOPMENT TO THE WEST. SEE ARIA SITE DEVELOPMENT PLANS FOR IMPLEMENTATION SEQUENCE. CATCH BASINS ON SITE WILL BE CONSTRUCTED AFTER TEMPORARY SOIL EROSION CONTROL MEASURES ARE INSTALLED AND THE SITE HAS BEEN STRIPPED OF TOPSOIL. #7 IN THE "9. GENERAL CONSTRUCTION SEQUENCE", THIS SHEET. PERMANENT SEEDING / PLANTINGS WILL BE IMPLEMENTED AFTER ALL SITE IMPROVEMENTS HAVE BEEN CONSTRUCTED AND FINAL GRADING HAS TAKEN PLACE. #14 IN THE "9. GENERAL CONSTRUCTION SEQUENCE", THIS SHEET. 4. STORMWATER QUALITY MEASURES TO PRESERVE STREAMS OR RIPARIAN HABITATS THE PROPOSED SITE IS NOT ADJACENT TO NOR DOES IT IMPACT NEARBY STREAMS OR RIPARIAN HABITATS. 5. OPERATION AND MAINTENANCE MANUAL OFF-SITE POST-CONSTRUCTION STORMWATER DETENTION BASIN AND MECHANICAL WATER QUALITY UNITS WILL BE CONSTRUCTED AND MAINTAINED AS PART OF THE ARIA APARTMENT DEVELOPMENT. SEE ARIA DEVELOPMENT PLANS FOR OPERATION AND MAINTENANCE MANUAL. ON-SITE ON-SITE STORMWATER QUALITY MEASURES OPERATION AND MAINTENANCE INCLUDE CATCH BASINS WITH 2 FOOT SUMP AND PERMANENT SEEDING / PLANTINGS. DESCRIPTION: PERMANENT SEEDING / PLANTINGS IS THE FIRST LINE OF DEFENSE IN WATER QUALITY TREATMENT BY PREVENTING SEDIMENT RUNOFF INTO THE STORM SYSTEM AND FILTERING AND INFILTRATING STORMWATER RUNOFF. ON-SITE CATCH BASINS WITH SUMPS SERVE AS THE SECOND WATER QUALITY MEASURE PROVIDING SETTLING OF SEDIMENTS AND INITIAL CAPTURE OF OIL, TRASH, AND DEBRIS. CONTACT INFORMATION: THE OWNER OF THE ON-SITE BMP'S WILL BE THE PROPERTY OWNER. THE SITE OWNER IS RESPONSIBLE FOR ALL MAINTENANCE AND COSTS ASSOCIATED WITH THE ON-SITE BMPs. THE CITY OF CARMEL HAS THE RIGHT TO INSPECT AND MAINTAIN ON-SITE BMPs AS NECESSARY. MAINTENANCE: CATCH BASINS - INSPECT REGULARLY, REMOVE ACCUMULATED SEDIMENT, AND FLOATABLES AS NEEDED USING VACUUM TRUCK. PERMANENT SEEDING / PLANTINGS - A WARRANTY PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION COVERS REPLACEMENT MATERIALS FOR LANDSCAPING. ALL PLANTINGS SHALL BE ALIVE AND WITHIN A HEALTHY VIGOROUS MANNER AT THE END OF THE WARRANTY PERIOD OR SHALL BE REPLACED WITHIN 10 DAYS. LAWN SHALL BE MOWED AT A HEIGHT OF NOT LESS THAN 2" TO INCREASE ROOT MASS. LAWN SHALL NOT BE FERTILIZED MORE THAN TWICE PER YEAR AND SHALL BE IMMEDIATELY WATERED INTO THE SOIL AFTER APPLICATION. SWPPP NOTES XXX XXXXXXXXX X X GGGGGX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE SURVEYED REAL ESTATE 1.23± ACRES #12 - SEWER EASEMENT INSTR. NO. 9509566240 #13 - PERPETUAL HIGHWAY EASEMENT INSTR. NO. 200500073534 W1"= OVERALL SITE CONTEXT MAP 100'0100'PROGRESSIVE ARCHITECTURE ENGINEERING I, INC330 South Tyron St. Suite 500 Charlotte, NC 28202 704.731.8080 www.progressiveae.comPROGRESSIVE ARCHITECTURE ENGINEERING, PCTHIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 10:20:05 AMP:\70050012\WIP DRAWINGS\C2 - OVERALL SITE CONTEXT MAP.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019MICHIGAN ROAD (US-421) C2 OVERALL SITE CONTEXT MAP JRS 70050012 R-SF-4 (ZIONSVILLE) B-3 (421-OL) B-3 (421-OL) B-3 (421-OL)B-3 B-2 (421-O L ) B-2 (421-O L ) B-2 (421-OL) B-2 (421-OL) R-4 S-1 B-2 (421-OL) B-2 B-2 (ZIONSVILLE) I-2 (ZIONSVILLE) I-2 (ZIONSVILLE) I-2 (ZIONSVILLE) I-2 (ZIONSVILLE)I-2(ZIONSVILLE)ZIONSVILLECARMELB-2 (421-O L ) B-3 (421-OL)REDD ROADARIA APARTMENT DEVELOPMENT FIRESTONE COMPLETE AUTO CARE HUNTINGTON BANK ST. VINCENT IMMEDIATE CARE CENTER MULTIPLE RETAIL STORES ENTERPRISE RENT-A-CAR PERFORMANCE COLLISION CENTER JORDAN STANDARD DISTRIBUTION MULTIPLE RETAIL STORES THE DOMAIN AT BENNETT FARMS PROPOSED CHRISTIAN BROTHERS SITE REDD ROAD, BY WOOLPERT ENTRY ROAD CONSTRUCTED FOR ARIA APARTMENT DEVELOPMENT TO THE WEST REDD ROAD, BY OTHERS PROPOSED OFFICE 3,500 SF PROPOSED RESTAURANT 4,000 SF 24 9 1.70 ACRES XXXXXX WEST LINE SW 1/4 SEC 6, T17N, R3E HAMILTON COUNTY 78.69' TEMPORARY SITE BENCHMARK 2 WWWW1"= SITE LAYOUT PLAN 30'030'THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONS If this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 10:20:16 AMP:\70050012\WIP DRAWINGS\C2.1 - SITE LAYOUT.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 PROPOSED CHRISTIAN BROTHERS AUT O M O T I V E BLDG FOOTPRINT = 5,660 SFT 75' SETBAC K 5' LANDSCAPE BUFFER 10'15'SETBACKCOMPRESSOR AND DUMPSTER ENCLOSURE PROPOSED INTERNAL PARKING ACCESS ROAD MICHIGAN ROAD (US-421) R E D D R D . CONNECTION TO US-421 PUBLIC SIDEWALK REMAINING TREE LINE REMAINING TREE LINE PROPERTY LINE PROPERTY LINE 5' SIDEWALKLANDSCAPE ISLAND R5 ' 11 5 16 2 C2.1 SITE LAYOUT PLAN JRS 70050012 PAVEMENT LEGEND BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE APRON CALL 811 NOTE: www.CALL811.com CONTRACTOR TO CONTACT 811 SERVICE AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES. DIAL 811. GENERAL SITE LAYOUT NOTES TRANSFORMER PAD ROAD ℄ 5' LANDSCAPE BUFFER BARRIER FREE PARKING R RL 1.ALL WORKMANSHIP AND MATERIALS SHALL BE ACCORDING TO THE CURRENT INDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 2.CONTACT "811" THREE (3) DAYS PRIOR TO THE START OF CONSTRUCTION, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS. 3.NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR INTERPRETATION. 4.DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED AS B-B (BACK TO BACK) OR E-E (EDGE OF METAL TO EDGE OF METAL). 5.CONTRACTOR TO PAINT STRIPE ALL PARKING SPACES SHOWN. PAINT COLOR TO BE WHITE. BARRIER-FREE SPACES TO BE PAINTED BLUE. 6.UPON REQUEST, ELECTRONIC INFORMATION WILL BE PROVIDED FOR SITE LAYOUT PURPOSES. CONTRACTOR SHALL REQUEST ALL INFORMATION IN WRITING THROUGH PROGRESSIVE AE. LAYOUT OF ALL NEW CONSTRUCTION SHALL BE DONE BY A LICENSED SURVEYOR. 7.ALL CONCRETE JOINTS SHALL BE TOOLED PER SPECIFICATIONS. 8.CONTRACTOR MUST RESTORE AND REPAIR ANY EXISTING CONDITIONS DISTURBED BY CONSTRUCTION. THIS IS TO INCLUDE BURIED UTILITIES, LIGHTING, LANDSCAPING, SPRINKLING, ETC. 9.ANY AREA DISTURBED BY CONSTRUCTION TO BE RESTORED TO CONDITION EQUAL TO OR BETTER THAN BEFORE CONSTRUCTION BEGAN. 10.SIDEWALKS TO HAVE 2% MAX CROSS SLOPE AND 5% MAX SLOPE IN DIRECTION OF TRAVEL. 11.REDD ROAD AND PROPERTY TO THE NORTH OF CHRISTIAN BROTHERS SITE WILL BE DESIGNED BY CITYSCAPE RESIDENTIAL, LLC AND WOOLPERT AS PART OF THE OVERALL "MICHIGAN ROAD RETAIL DEVELOPMENT". APPROVED COMPACTED SUBBASE 6" GRANULAR FILL COMPACTED BASE 6" INDOT NO. 53 COMPACTED BASE APPROVED COMPACTED SUBBASE 4" CONCRETE 6" REINFORCED CONCRETE #4 BARS AT 24" OC, EW 4,000 PSI INDOT TACK COAT @ 0.15 GAL/SY 6" INDOT NO. 53 AGGREGATE BASE 1 1/2" (165 LB/SYD) INDOT TYPE 'B' HMA WEARING COURSE, 9.5 mm ON 2" (220 LB/SYD) INDOT TYPE 'B' HMA LEVELING COURSE, 19.0 mm ON INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C ZONING AND LAND USE NOTESPAVING NOTES 1.PAVEMENT CONSTRUCTION TO BE PERFORMED IN ACCORDANCE WITH THE INDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 2.MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 4,000 PSI FOR ALL EXTERIOR CONCRETE. SLUMP RANGE: 3 INCHES TO 5 INCHES AIR CONTENT: 5 PERCENT TO 8 PERCENT 3.PROVIDE SCORED CONTROL JOINTS AT 12 FEET MAXIMUM SPACING 4.JOINT LAYOUT SHALL FORM SQUARE PANELS. WHERE NOT PRACTICAL, RECTANGULAR PANELS MAY BE USED IF THE LONG DIMENSION IS NO MORE THAN 1.5 TIMES THE SHORT DIMENSION. 5.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.34.0'9.7'PUBLIC ROADBITUMINOUS PAVEMENT 6" COMPACTED AGGREGATE #53 ON 1 1/2" (165 LB/SYD) INDOT TYPE 'B' HMA WEARING COURSE, 9.5 mm ON 3" (330 LB/SYD) INDOT TYPE 'B' HMA LEVELING COURSE, 25.0 mm ON INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C 2" (220 LB/SYD) INDOT TYPE 'B' HMA INTERMEDIATE COURSE, 19.0 mm ON NOTE: APPLY INDOT TACK COAT @ 0.15 GAL/SY BETWEEN EACH HMA COURSE. REDD ROAD EXTENSION, BY WOOLPERT 24" ROLLED CURB AND GUTTER PROPOSED MONUMENT SIGN, OUTSIDE WM EASEMENT (2) INVERTED U BIKE RACKS R150' REDD ROAD EXTENSION, BY OTHERS 20'42.0'28'20'LANDSCAPE ISLAND R100' R30' B-B R7.2' B-B TYPICAL DIMENSIONS ON BOTH SIDE OF ROAD HEAVY DUTY CONC DRIVEWAY APPRON, 8" REINFORCED CONC WITH 6" AGG BASE 176' 150' DEAD END RUN 30' GREEN B E L T 25'5'ALTERNATE SIDEWALK ALIGNMENT R2 . 7 'R3'R5'R28'R28 ' 24" CURB AND GUTTER 6" CURB 20'9'27.1'ZONE DISTRICT:B-3, 421-OL ADJACENT ZONING:B-3, B-2, I-2, R-SF-3 PARCEL SIZE:1.23 ACRES (INCLUDES REDD ROAD EASEMENT) LOT COVERAGE:0.72 ACRES (58.5 %) PARCEL SIZE:1.08 ACRES (EXCLUDING REDD ROAD EASEMENT) LOT COVERAGE:0.60 ACRES (55.6 %) BUILDING FOOTPRINT:5,660 SFT 9 SERVICE BAYS OFFICE / LOBBY COMPRESSOR & DUMPSTER ENCLOSURES LAND USE:COMMERCIAL - AUTOMOTIVE REPAIR REQUIRED SETBACKS: FRONT: 30 FT MIN - 120 FT MAX SIDE: 15 FEET REAR: 15 FEET PARKING SETBACK 5 FEET PARKING REQUIRED: 18 SPACES 9 SERVICE BAYS X 1 SPACE REQUIRED PER SERVICE BAY PARKING PROVIDED: STANDARD (9'X20'): 32 BARRIER FREE: 2 TOTAL SPACES: 34 BIKE PARKING REQUIRED:2 BIKE PARKING PROVIDED: 2 CITY OF CARMEL COMMERCIAL DRIVE CONCRETE 6" INDOT NO. 53 COMPACTED BASE APPROVED COMPACTED SUBBASE 8" REINFORCED CONCRETE #4 BARS AT 24" OC, EW 4,000 PSI R R 28'B-BCONCEPT DEVELOPMENT PLAN, BY OTHERS R150'56'1' 5'6' 2' 14'28'R30'B-B8'5' 8'8'8' SIDEWALK IN PUBLIC ACCESS EASEMENT CONSTRUCTION LIMITS AC CONDENSER UGE UGE UGE UGE UGEUGE WW COTYPE 2 COTYPE 2 COTYPE 2 COTYPE 2 COTYPE 2 COTYPE 2 CO COGGGGGGG G G G G G G GGGGGGGGGGGGG CO CO CO OFFICE 3,500 SF 1.70 ACRES 899.31 GR FF=901.75 MATCH EX. 900.9± MATCH EX. 900.2± 899.50 GR HP HP HP 899.36 TP 899.61 TP 899.35 GP 899.92 TP 899.64 GP 899.59 GP 900.27 GP 899.51 GP 899.87 GP 900.15 GP 899.35 GP 899.67 GP 900.25 GP 900.61 GP 900.63 GP 901.02 TP 900.65 GP 900.80 GP 901.05 GP 901.41 GP 901.68 GP 901.30 GP 901.68 TP 901.13 GR 901.70 TP901.70 TP 901.62 TP901.62 TP 901.75 TP 901.75 TP 901.55 TP 900.95 GP 901.40 GP 901.00 GP 900.74 TP 900.37 GP 899.74 GR 899.40 GR 899.40 GR 901.13 GR 901.13 GR 901.13 GR 901.13 GR FF=901.75 FF=901.75 900897898899901 900 90 1 901 901 9009009 0 0898 898898899900898899900899 900 900 899 901 901901 901900901902900 900 901 900 900 901 901 899 901.35 TP 901.12 TP 21 LF OF 18" STM @ 0.20% 84 LF OF 12" STM @ 0.50% 103 LF OF 12" STM @ 0.50% 89 LF OF 10" STM @ 0.49% 100 LF OF 10" STM @ 0.50% 100 LF OF 10" STM @ 0.50% 47 LF OF 18" STM @ 0.20% 54 LF OF 18" STM @ 0.20% CB-1 (4' DIA.) RIM = 899.43 18" SE IE=894.14 18" NW IE=894.04 CB-2 (4' DIA.) RIM = 900.05 18" E IE=894.35 18" NW IE=894.25 CB-4 (4' DIA.) RIM = 898.85 12" S IE=894.92 12" E IE=895.02 CB-5 (4' DIA.) RIM = 900.00 12" W IE=895.53 CB 2.2 (BY WOOLPERT) RIM = 899.00 18" SE IE=893.95 W IE = 893.83 NE IE = 893.93 CB-3 (4' DIA.) RIM = 899.75 18" W IE=894.40 12" N IE=894.50 10" E IE=894.61 YD-3A (2' DIA.) RIM = 898.90 10" W IE=895.05 10" E IE=895.15 YD-3B (2' DIA.) RIM = 899.00 10" W IE=895.65 10" E IE=895.75 YD-3C (2' DIA.) RIM = 899.20 10" W IE=896.25 STRUCTURE DATA STRUCTURE CB-1 CB-2 CB-3 CB-4 CB-5 CB 2.2 YD-3A YD-3B YD-3C UPSTREAM STRUCTURE DOWNSTREAM STRUCTURE TOP CASTING ELEV 899.43 900.05 899.75 898.85 900.00 895.23 898.90 899.00 899.20 INVERT 18" SE. 18" NW. 18" E. 18" NW. 18" W. 12" N. 10" E. 12" S. 12" E. 12" W. 18" SE. 10" W. 10" E. 10" W. 10" E. 10" W. ELEVATION 894.14 894.04 894.35 894.25 894.40 894.50 894.61 894.92 895.02 895.53 893.95 895.05 895.15 895.65 895.75 896.25 SIZE 48" 48" 48" 48" 48" ???" 24" 24" 24" TYPE Reinforced Concrete Cylinder Reinforced Concrete Cylinder Reinforced Concrete Cylinder Reinforced Concrete Cylinder Reinforced Concrete Cylinder ??? Sphere Reinforced Concrete Cylinder Reinforced Concrete Cylinder Reinforced Concrete Cylinder PIPE DATA PIPE NAME PIPE #1 PIPE #2 PIPE #3 PIPE #4 PIPE #5 PIPE #6 PIPE #7 PIPE #8 UPSTREAM STRUCTURE CB-1 CB-2 CB-3 CB-4 CB-5 YD-3A YD-3B YD-3C UPSTREAM ELEV 894.04 894.25 894.40 894.92 895.53 895.05 895.65 896.25 DOWNSTREAM STRUCTURE CB 2.2 CB-1 CB-2 CB-3 CB-4 CB-3 YD-3A YD-3B DOWNSTREAM ELEV 893.95 894.14 894.35 894.50 895.02 894.61 895.15 895.75 SLOPE 0.20% 0.20% 0.20% 0.50% 0.50% 0.49% 0.50% 0.50% LENGTH 47 54 21 84 103 89 100 100 MATERIAL Conc Conc Conc Conc Conc SIZE 18" 18" 18" 12" 12" 10" 10" 10" HDPE HDPE HDPE 1"= SITE GRADING AND DRAINAGE PLAN 20'020'THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 10:20:32 AMP:\70050012\WIP DRAWINGS\C3 - SITE GRADING AND DRAINAGE.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 R E D D R D . C3 SITE GRADING AND DRAINAGE PLAN JRS 70050012 CALL 811 NOTE: www.CALL811.com CONTRACTOR TO CONTACT 811 SERVICE AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES. DIAL 811. PROPOSED CHRISTIAN BROTHERS AUT O M O T I V E FINISHED FLOOR ELEV = 901.75 MATCH EX GRADE AT PROPERTY LINE (TYPE HP HP 1.EARTHWORK AND PAVEMENT CONSTRUCTION ARE TO BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS OTHERWISE NOTED IN THE FOLLOWING ITEMS. 2.FINISHED SUBGRADE SURFACE SHALL NOT BE MORE THAN O.1 FEET ABOVE OR BELOW ESTABLISHED FINISHED SUBGRADE ELEVATIONS AND ALL GROUND SURFACES SHALL VARY UNIFORMLY BETWEEN INDICATED ELEVATIONS. 3.GRADE THE AGGREGATE BASE MATERIAL TO PROVIDE POSITIVE DRAINAGE AT A MINIMUM OF 1.5 PERCENT. 4.THE AGGREGATE BASE AND SUBBASE SHALL EXTEND 12 INCHES BEYOND THE PAVED EDGE. 5.ENGINEERED FILL LOCATED WITHIN PAVEMENT AND BUILDING AREAS SHALL BE PLACED IN 8 INCH MAXIMUM LOOSE THICKNESS AND MOISTURE CONDITIONED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. COMPACT TO MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D-1557, STANDARD PROCTOR METHOD 6.PARKING LOT CURBS SHALL BE BUILT WITH REVERSE SLOPE ON THE DOWNHILL SIDE OF THE ISLAND TO ASSURE POSITIVE STORM WATER RUNOFF TO CATCH BASINS. 7.UNLESS SHOWN OTHERWISE, FINISH GRADES OF LAWN/LANDSCAPE ADJACENT TO BUILDING WALLS SHALL BE 6" BELOW FINISH FLOOR ELEVATION. 8.PLACE 6" MINIMUM TOPSOIL IN ALL LANDSCAPE AREAS TO BE SEEDED. PROVIDE POSITIVE DRAINAGE AT ALL TIMES TO ENSURE NO STANDING WATER WITHIN PAVEMENT, BUILDING PAD, OR GREEN AREAS. 9.FOR ALL CURB ISLANDS, CENTER OF ISLANDS TO BE A MINIMUM OF 6" HIGHER THAN TOP OF CURB. 10.FINISH GRADE AT LANDSCAPE AREAS ADJACENT TO BUILDING TO BE 7 1 2" BELOW FINISH FLOOR. 1.ALL STORM SEWER TO BE 12" MINIMUM RCP CLASS IV, TYPE B WALL THICKNESS. 2.CATCH BASINS (CB) TO BE 4' DIA PRECAST CONCRETE 3.ALL ROOF DRAINS DISCHARGE ON GRADE. 4.ALL MANHOLES AND INLETS MUST BE PRE-STAMPED WITH AN APPROPRIATE MESSAGE PER HAMILTON COUNTY STANDARD DETAIL DRAWINGS. 5.PROPOSED STORM NETWORK ON CHRISTIAN BROTHER'S AUTOMOTIVE SITE WILL BE A PRIVATE NETWORK THAT CONNECTS TO A PUBLIC STORM NETWORK IN REDD ROAD. 1.BARRIER FREE PARKING, RAMPS AND ACCESSIBLE ROUTE(S) MUST COMPLY WITH THE AMERICANS WITH DISABILITIES ACT INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 2.2% MAXIMUM CROSS SLOPE ON ACCESSIBLE ROUTE(S) 3.5% MAXIMUM LONGITUDINAL SLOPE (DIRECTION OF TRAVEL) UNLESS AT BARRIER FREE RAMP 4.2% MAXIMUM SLOPE LONGITUDINAL AND TRANSVERSE SLOPES AT BARRIER FREE PARKING SPACES AND ASSOCIATED ACCESS AISLES 5.ACCESSIBLE ENTRIES - 2% MAXIMUM SLOPE IN ANY DIRECTION FOR THE FIRST 5' FROM ENTRY DOOR 6.1:12 MAXIMUM LONGITUDINAL SLOPE ON BARRIER FREE RAMP(S). 7.CONTACT ENGINEER PRIOR TO PAVING IF BARRIER FREE SLOPES DO NOT COMPLY OR FOR CLARIFICATION OF ANY DISCREPANCIES. EARTHWORK & GRADING NOTES STORM SEWER NOTES BARRIER FREE NOTES BARRIER FREE PARKING BARRIER FREE ROUTE TO PUBLIC SIDEWALK GRADING LEGEND FLOW ARROW TP TOP OF PAVEMENT TC TOP OF CURB TW TOP OF WALL BW BOTTOM OF WALL GR GROUND GP GUTTER PAN FF FINISH FLOOR ELEVATION EX EXISTING ELEVATION HP HIGH POINT LP LOW POINT L LANDING R RAMP ALL STORMWATER DETENTION AND WATER QUALITY REQUIREMENTS FOR THE PROPOSED SITE ARE ACCOMMODATED BY A DETENTION POND AND (3) WATER QUALITY MECHANICAL UNITS ON THE ADJOINING MULTI-FAMILY DEVELOPMENT TO THE WEST (ZIONSVILLE PROJECT #W17-0567). THIS DETENTION AND WATER QUALITY ARE PROVIDED FOR BOTH THE PROPOSED MULTI-FAMILY HOUSING DEVELOPMENT AND 6.7 ACRES OF COMMERCIAL REAL ESTATE ALONG MICHIGAN ROAD, WHICH INCLUDES THE PROPOSED CHRISTIAN BROTHERS AUTOMOTIVE SITE. SITE ACREAGE:1.23 AC OFF-SITE / UPSTREAM ACREAGE:0.4 AC ALLOWABLE RELEASE RATES: 10-YEAR (0.1 CFS)0.12 CFS 100-YEAR (0.3 CFS)0.37 CFS POST-DEVELOPMENT DISCHARGE: 10-YEAR 4.47 CFS 100-YEAR 6.67 CFS DRAINAGE SUMMARY THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. CARMEL STORMWATER STATEMENT 1.THE PROPOSED SITE IS OUTSIDE ANY 100-YEAR FLOODPLAIN, FLOODWAY, OR FLOODWAY FRINGE. SEE "FLOOD HAZARD INFORMATION" ON SURVEY SHEET SV2 FOR MORE INFORMATION. 2.MINIMUM FLOOD PROTECTION GRADE (MFPG) MUST BE 1-FOOT ABOVE THE LOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. MFPG MUST BE 12-INCHES ABOVE THE ADJACENT ROADWAY. 3.THE MINIMUM LOWEST ADJACENT GRADE (MLAG) FOR RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL BUILDINGS OUTSIDE A FEMA OR IDNR DESIGNATED FLOODPLAIN MUST BE 1-FOOT ABOVE THE LOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE. THE LOWEST BUILDING ENTRY ELEVATION SHALL BE NO LESS THAN 6-INCHES ABOVE FINISHED GRADE AROUND THE BUILDING. GENERAL NOTES LAND DISTURBANCE DELINEATION / CONSTRUCTION LIMITS TOTAL DISTURBANCE AREA = 1.45 ACRES CONSTRUCTION ACCESS TO SITE WILL BE PROVIDED BY REDD ROAD. SEE "MICHIGAN ROAD RETAIL SITE DEVELOPMENT PLANS" FOR REDD ROAD CONSTRUCTION PLANS. HP HP HP ROOF DRAIN CONNECTOR PIPE ROOF DRAIN CONNECTOR PIPE ROOF DRAIN CONNECTOR PIPE 1% SWALE SLOPE FROM HIGH POINT TO YARD DRAINS (TYP) 100 YR FL O O D E L E V = 9 0 0 . 7 1 100 YR FLOOD ELEV = 900.15 100 YR F L O O D E L E V = 9 0 0 . 3 7 100 YR FLOOD ELEV = 899.97 CB-2 CB 2.2 CB-3 CB-4 CB-5 N/A CB-1 YD-3B YD-3C CB-1 CB-2 CB-3 CB-4 CB 2.1 (BY WOOLPERT) CB-3 YD-3A N/A YD-3B BY WOOLPERT PROPOSED OFFICE 3,500 SF PROPOSED RESTAURANT 4,000 SF 24 9 1.70 ACRES XXXXX GGGGGGWEST LINE SW 1/4 SEC 6, T17N, R3E HAMILTON COUNTY 78.69'OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHETEMPORARY SITE BENCHMARK 2 SANITARY SEWER FORCE MAIN SIGN E UGE UGE UGE UGE UGE UGE UGE TX WW COTYPE 2 COTYPE 2 COTYPE 2 COTYPE 2 G COTYPE 2 COTYPE 2 CO COGGGGGGGG G G GGGGGGGG CO CO CO WWWW1"= SITE UTILITY PLAN 30'030'THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 11:11:49 AMP:\70050012\WIP DRAWINGS\C4 - SITE UTILITY.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 R E D D R D . C4 SITE UTILITY PLAN JRS 70050012 CALL 811 NOTE: www.CALL811.com CONTRACTOR TO CONTACT 811 SERVICE AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES. DIAL 811. PROPOSED CHRISTIAN BROTHERS AUT O M O T I V E FINISHED FLOOR ELEV = 901.75 MICHIGAN ROAD (US-421)1.5" WATERMAIN TAP 1.5" VALVE AND BOX DIRCTIONALLY DRILL ELECTRICAL SERVICE GAS MAIN TAP 5'x5" TRANSFORMER PAD, ENSURE 10' CLEAR SURROUNDING TRANSFORMER ELECTRIC SERVICE SANITARY SEWER NOTES 1.CONTRACTOR SHALL OBTAIN PERMIT TO CONNECT TO SANITARY SYSTEM FROM THE CITY OF CARMEL AND TRI CO SEWER UTILITY. 2.SANITARY SEWER TO COMPLY WITH TRI CO SEWER UTILITY SANITARY SEWER SPECIFICATIONS. 3.CLEANOUTS TO BE PROVIDED WITHIN 5 FEET OF THE BUILDING EXTERIOR WALL ON ALL LATERALS EXITING THE BUILDING. 4.SANITARY SEWER LATERALS WITHIN SITE SHALL BE (ASTM D-3034) SDR 35. 5.ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 6.OIL / WATER SEPARATOR TO BE 3 COMPARTMENT AND COMPLY WITH TRI CO SEWER UTILITY SPECIFICATIONS. WATER SERVICE NOTES 1.INSTALL WATER SERVICE WITH MINIMUM 5.0' OF COVER TO TOP OF PIPE. 2.PROVIDE A MINIMUM 18" OF VERTICAL SEPARATION AND 10' OF HORIZONTAL SEPARATION BETWEEN WATER SERVICE AND ALL SANITARY AND STORM SEWERS. 3.WATER SERVICE MATERIAL AND INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH CITIZENS ENERGY GROUP WATER DEPARTMENT SPECIFICATIONS. 4.2" AND SMALLER DOMESTIC WATER SERVICE SHALL BE TYPE K COPPER PIPE. 5.COORDINATE WATER TAPS WITH CITY OF CARMEL AND CITIZENS ENERGY GROUP WATER DEPARTMENT. 6.1.5" WATER SERVICE TO SPLIT INSIDE THE BUILDING TO 1" DOMESTIC SERVICE AND 1" IRRIGATION SERVICE WITH SEPARATE 3 4" METERS. 20' PROPOSED WATERMAIN EASEMENT (BY OTHERS) WATERMAIN LOCATION (BY OTHERS) 1.5" WATER SERVICE PROPOSED HYDRANT ASSEMBLY 6" VALVE & BOX 8"x6" REDUCER 370 LF 8" WM TO HYDRANT 2 0 ' PROPOSED SANITARY SEWER EASEMENT (BY OTHERS) 6" SAN IE=897.50 6" SAN IE=897.50 6"x6" WYE IE =897.00 234 LF OF 6" SAN @ 1.9% 4' DIA SAN MH' (BY WOOLPERT) RIM = 898.50 N IE = 891.48 SW IE = 891.58 8" SAN (BY OTHERS) 67 LF OF 6" SAN @1.0% OIL/WATER SEPERATOR, 1000 GAL CLEANOUT 6" IE = 892.40 GENERAL NOTES 1.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. CONSTRUCTION LIMITS 24" SAMPLE STRUCTURE WYE 6" IE = ±891.45 GAS SERVICE LINE GAS MAIN EXTENSION (BY WOOLPERT) 10' PUBLIC UTILITY EASEMENT 10' GAS METER AC CONDENSER WATER METERELECTRIC METER THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 10:20:51 AMP:\70050012\WIP DRAWINGS\C5 - DETAIL SHEET.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 DETAIL SHEET C5 70050012 JRS JPM 1' 1' 1 4" 12 6" 6' WALK WIDTH 5'MIN. CONCRETE CURB CONCRETE CURB 1/2" SEALANT JOINT PAVEMENT AREA RAMP FLUSH WITH PAVEMENT NO SCALE SIDEWALK RAMP DETAIL MIN. 4" THICK CONCRETE SLAB WITH BROOM FINISH; "NORMAL" TO RAMP SLOPE. 5' WIDE, 24" DEEP CAST IRON DETECTABLE WARNING PLATES WITH BLACK ASPHALT DIPPED COATING. WALK WIDTH 5'MIN 12" ENCASE FRAME AND ADJUSTING RINGS IN MORTAR FLAT GRATE IN PAVEMENT ENCASE FRAME AND ADJUSTING RINGS IN MORTAR CURB 12" FLAT TOP GRATE AT FINISH GRADE SEE PLAN FOR TYPE. CURB INLET - TOP AT FINISH GRADE SEE PLAN FOR TYPE. TURNDOWN PAVEMENT AT DRAINAGE STRUCTURE NO SCALE THICKEN PVMT. TO BOTTOM OF ADJUSTING RINGS THICKEN PVMT. TO BOTTOM OF ADJUSTING RINGS PRECAST CONC. RISERS ADJUSTING HEIGHT 4" MIN. TO 12" MAX. SET IN MORTAR PRECAST CONC. RISERS ADJUSTING HEIGHT 4" MIN. TO 12" MAX. SET IN MORTAR NO SCALE TURNDOWN BITUMINOUS PAVEMENT DETAIL BITUMINOUS PAVING SEE PAVEMENT STRUCTURE LEGEND 18" 12" SUB-GRADE CONCRETE FLATWORK SEE PAVEMENT STRUCTURE LEGEND THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 10:21:06 AMP:\70050012\WIP DRAWINGS\C5.1 - DETAIL SHEET.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 DETAIL SHEET C5.1 70050012 JRS JPMMINIMUM2'-0"O-RING OR MASTIC SEAL TONGUE JOINT AND MANHOLE SECTIONS ASTM 48" PRECAST CONC. PRECAST CONC. CONE 4' DIA. CATCH BASIN NO SCALE GROUTED OR GASKETED SEAL OR FLAT TOP SECTIONMANHOLE STEPS C-478, W/ MODIFIED SET INTEGRAL BASE ON 6" MIN. COMPACTED #8 STONE ENCASE FRAME & ADJUSTING RINGS IN MORTAR PRECAST CONC. RISERS. ADJUSTING HEIGHT 4" MIN. TO 12" MAX. E.J.I.W. 1040-M TOP AT FINISH GRADE STAMPED PER HAMILTON COUNTY STANDARD DETAIL DRAWINGS GRADE OR PAVEMENT DOWNSPOUT PVC BOOT AND DRAIN ROOF COLLECTOR DRAIN #8 STONE CRADLE TO SPRINGLINE OF PIPEO.D. + 6" EACH SIDE DOWNSPOUT COLLECTOR/BOOT DETAIL NO SCALE SAND BACKFILL: TO 12" ABOVE PIPE IN GRASS AREAS OR TO BOTTOM OF SUBBASE UNDER PAVEMENT PVC-DOWNSPOUT TO PIPE TRANSITION CUT FLUSH WITH GRADE NO SCALE TYPICAL FIRE HYDRANT THRUST BLOCK TIE-RODS 8"x6" REDUCER MECHANICAL JOINTS HYDRANT - 3 PC. VALVE BOX - SPOOL PIECE SET MARK AT 6" ABOVE FINISH GRADE 2' x 2' x 6" CONC. COLLAR W/ 1" CROWN EJIW 5BR EJIW 6860 VALVE GRASS AREA DOME GRATE THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.ISSUANCES REVISIONSNOT FORCONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/13/2019 10:21:20 AMP:\70050012\WIP DRAWINGS\C5.2 - SWPPP DETAILS.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comDRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTERMICHIGAN ROAD, CARMEL, IN 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 C5.2 SWPPP DETAILS NAF JPM · · · · · · · · · · · · · · · · · · NTS XXX NTS XXX NTS XXX NTS XXX SILT FENCESTABILIZED CONSTRUCTION ACCESS AND SPECIFICATIONA1 B2 EROSION CONTROL BLANKETINLET PROTECTION - FABRIC DROP · · · · · · NTS XXX B1 B3 NTS XXX RIP RAP END TREATMENT DETAILA3A2