HomeMy WebLinkAboutM20027 College Park Outdoor Venue Final Civil PlansCOLLEGE PARK CHURCH OUTDOOR VENUEFINAL ENGINEERING PLANS2606 WEST 96TH STREETCARMEL, HAMILTON COUNTY, INDIANANOTESITE BENCHMARKSPROJECT TEAM1. DETAILS AND NOTES WITHIN THESE PLANS, ALONGWITH NOTATIONS TO SUPPLEMENT SAME ARECRUCIAL TO THE PROPER CONSTRUCTION OF THEDESIGN CONTAINED HEREIN.2. CONTRACTOR SHALL VISIT THE SITE TOFAMILIARIZE HIMSELF WITH ALL CONDITIONS PRIORTO ENGAGING IN A CONTRACT TO PERFORM WORKAS PROPOSED HEREIN.3. PLANS ARE NOT VALID WITHOUT ORIGINALSIGNATURE AND SEAL OF THE ENGINEER.COLLEGE PARK CHURCH2606 W. 96TH STREETCARMEL, IN 46032ELEVATIONS SHOWN ARE RELATIVE TO NAVD' 88.BASIS OF BEARINGS:STATE PLANE COORDINATE SYSTEM, INDIANA EAST ZONE, NAD'83 ASMEASURED BY THE TRIMBLE VRS ROVER UTILIZED AT TIME OF FIELD WORK.SITE BM #1:UPPER FLANGE BOLT ON FIRE HYDRANT, AS NOTED HEREON.ELEV=868.25'SOURCE BENCHMARK:ELEVATIONS SHOWN ARE RELATIVE TO NAVD' 88.HAMILTON COUNTY STA HCBR 281ELEV=871.54'ABBREVIATIONSASPEN GROUP90 EXECUTIVE DRIVE, SUITE CCARMEL, IN 46032EMAIL:MRODRIGUEZ@ASPENGROUP.COMCOVER SHEET1OWNERGENERALCONTRACTOR &ARCHITECTCIVIL ENGINEERMeritCorp Group, LLC4222 MERIDIAN PARKWAY STE 112AURORA, IL 60504Ph.(630)554.6655EMAIL: CSCHULER@MERITCORP.COMTABLE OF CONTENTSSYMBOL LEGENDPROPOSEDEXISTINGPROPERTY LINEBUILDING SETBACK LINEEASEMENT LINEDEPRESSED CURBSTORM SEWERSANITARY SEWERWATER MAINGAS LINEELECTRIC LINETELEPHONE LINEOVERHEAD WIRESFENCE LINESILT FENCEGRADING CONTOURMANHOLESTORM CURB FRAME & GRATESTORM MANHOLESTORM CATCH BASIN STORM FLAREDEND SECTIONSANITARY MANHOLEVALVE VAULTFIRE HYDRANTBUFFALO BOXGAS VALVEELECTRIC STRUCTURETRANSFORMERPOWER POLEPEDESTALTRAFFIC SIGNALMANHOLEDRAINAGE FLOWARROWOVERFLOW ROUTEAIR CONDITIONERSINGLE POLE SIGNDOUBLE POLE SIGNSTREET LIGHTBOLLARDCLEAN OUTDOWN SPOUTTREEEROSION CONTROL BLANKETFINAL STABILIZATION (SEED)CONCRETE SIDEWALKNEW HEAVY DUTY ASPHALTPAVEMENTSTANDARD DUTY ASPHALTPAVEMENTDETECTABLE WARNINGSSHEET NO.SHEET NAME1COVER SHEET2EXISTING CONDITIONS3SWPPP NARRATIVE4SWPPP PLAN5SWPPP DETAILS6DEMOLITION PLAN7GEOMETRIC PLAN8GRADING PLAN9DETENTION GRADING PLAN10UTILITY PLAN11STANDARD CONSTRUCTION NOTES12-13STANDARD CONSTRUCTION DETAILSPROJECTSITEUS-465RT - 421106 STW 96TH STREETSHELBORNE RDTOWNE RDVICINITY MAP(NOT TO SCALE)LEGAL DESCRIPTION(PER PLAT OF SURVEY PREPARED BY MERITCORP GROUP, LLC DATED MAY 5TH, 2022)TRACT 1:A PART OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY,INDIANA, DESCRIBED AS FOLLOWS:BEGIN AT A POINT 852.69 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 8,TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE NORTH 1329.75 FEET TO A POINT; THENCE WEST 155.4 FEET TO APOINT; THENCE SOUTH 1329.35 FEET TO INTERSECTION WITH THE SOUTH LINE OF SAID SOUTHEAST QUARTER;THENCE EAST ON AND ALONG SAID SOUTH LINE 154.94 FEET TO THE PLACE OF BEGINNING.TRACT 2:PART OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:BEGIN 1007.62 FEET WEST OF THE SOUTHEAST CORNER OF SAID SECTION 8 AND RUN THENCE NORTH 1329.35 FEET;THENCE EAST 336.8 FEET; THENCE SOUTH 1330.1 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCEWEST 335.87 FEET TO THE PLACE OF BEGINNING.EXCEPT:A PART OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY,INDIANA, DESCRIBED AS FOLLOWS:BEGIN AT A POINT 852.69 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 8,TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE NORTH 1329.75 FEET TO A POINT; THENCE WEST 155.4 FEET TO APOINT; THENCE SOUTH 1329.35 FEET TO INTERSECTION WITH THE SOUTH LINE OF SAID SOUTHEAST QUARTER;THENCE EAST ON AND ALONG SAID SOUTH LINE 154.94 FEET TO THE PLACE OF BEGINNING.TRACT 3:BEGIN AT A POINT 1007.62 FEET WEST OF THE SOUTHEAST CORNER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3EAST AND RUN THENCE WEST 200 FEET; THENCE NORTH 1329 FEET; THENCE EAST 200 FEET; THENCE SOUTH 1329FEET TO THE POINT OF BEGINNING.TRACT 4:PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3EAST, HAMILTON COUNTY, INDIANA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST QUARTER OF SAID QUARTER-QUARTER SECTION; THENCE SOUTH 88 DEGREES 42MINUTES 47 SECONDS WEST ALONG THE SOUTH LINE OF SAID QUARTER-QUARTER SECTION 673 FEET; THENCE NORTH0 DEGREES 02 MINUTES 27 SECONDS WEST 323.62 FEET; THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST,PARALLEL WITH SAID SOUTH LINE, 673.26 FEET TO THE EAST LINE OF SAID QUARTER-QUARTER SECTION; THENCESOUTH 0 DEGREES 00 SECONDS WEST ALONG SAID EAST LINE 323.62 FEET TO THE POINT OF BEGINNING.TRACT 5:PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBEDAS FOLLOWS:COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER-QUARTER SECTION; THENCE NORTH 00 DEGREES 00MINUTES 00 SECONDS EAST (ASSUMED BEARING) ALONG THE EAST LINE OF SAID SECTION 8, A DISTANCE OF 647.17FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION SAID POINT BEING MARKED BY A P.K. NAIL; THENCE SOUTH88 DEGREES 42 MINUTES 05 SECONDS WEST PARALLEL WITH THE SOUTH LINE OF SAID SECTION 8, A DISTANCE OF673.41 FEET, SAID POINT BEING MARKED BY A ½ INCH REBAR THAT IS 0.05 FEET NORTH AND 0.09 FEET EAST OF THECALCULATED POSITION; THENCE NORTH 00 DEGREES 02 MINUTES 27 SECONDS WEST 267.95 FEET TO A 5/8” REBARWITH CAP STAMPED “LS29500009”; THENCE NORTH 88 DEGREES 39 MINUTES 54 SECONDS EAST PARALLEL WITH THENORTH LINE OF SAID QUARTER QUARTER SECTION 299.71 FEET TO A 5/8 INCH REBAR WITH CAP STAMPED“LS29500009”; THENCE NORTH 01 DEGREES 20 MINUTES 06 SECONDS WEST, PERPENDICULAR TO THE NORTH LINE OFSAID QUARTER QUARTER SECTION 114.48 FEET TO A 5/8 INCH REBAR WITH CAP STAMPED “LS29400009”; THENCENORTH 88 DEGREES 39 MINUTES 54 SECONDS EAST, PARALLEL WITH THE NORTH LINE OF SAID QUARTER QUARTERSECTION, 376.56 FEET TO A P.K. NAIL ON THE EAST LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 00 DEGREES00 MINUTES 00 SECONDS WEST 382.89 FEET TO THE POINT OF BEGINNING.TRACT 6:PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3EAST, HAMILTON COUNTY, INDIANA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT A POINT ON THE EAST LINE OF SAID QUARTER QUARTER SECTION BEING NORTH 0 DEGREES 00MINUTES 00 SECONDS EAST (ASSUMED BEARING) 323.62 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCESOUTH 88 DEGREES 42 MINUTES 47 SECONDS WEST PARALLEL WITH THE SOUTH LINE OF SAID QUARTER QUARTERSECTION 673.26 FEET; THENCE NORTH 0 DEGREES 02 MINUTES 27 SECONDS WEST 323.54 FEET; THENCE NORTH 88DEGREES 42 MINUTES 47 SECONDS EAST, PARALLEL WITH SAID SOUTH LINE 673.41 FEET TO SAID EAST LINE; THENCESOUTH 0 DEGREES 00 MINUTES 00 SECONDS WEST ALONG SAID EAST LINE 323.55 FEET TO THE POINT OF BEGINNING.TRACT 7:A PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3EAST, IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT A POINT ON THE SOUTH LINE OF SAID QUARTER-QUARTER SECTION, SOUTH 88 DEGREES 42MINUTES 47 SECONDS WEST A DISTANCE OF 1207.62 FEET, FROM THE SOUTHEAST CORNER THEREOF, BEING THESOUTHWEST CORNER OF A TRACT OF LAND DESCRIBED IN INSTRUMENT NUMBER 99-27190, IN THE OFFICE OF THERECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THEWEST LINE OF SAID TRACT A DISTANCE OF 1329.00 FEET TO THE NORTHWEST CORNER THEREOF; THENCE NORTH 88DEGREES 42 MINUTES 47 SECONDS EAST ALONG THE NORTH LINE OF SAID TRACT A DISTANCE OF 200.00 FEET TO THENORTHEAST CORNER THEREOF; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE WEST LINE OFA TRACT OF LAND DESCRIBED IN INSTRUMENT NUMBER 96-54229 A DISTANCE OF 0.35 FEET TO THE NORTHWESTCORNER THEREOF; THENCE NORTH 88 DEGREES 35 MINUTES 21 SECONDS EAST ALONG THE NORTH LINE OF SAIDTRACT AND A TRACT OF LAND DESCRIBED IN INSTRUMENT NUMBER 2001-2619 A DISTANCE OF 333.74 FEET TO THEWEST LINE OF A TRACT OF LAND DESCRIBED IN INSTRUMENT NUMBER 96-36738; THENCE SOUTH 00 DEGREES 02MINUTES 27 SECONDS EAST ALONG SAID WEST LINE A DISTANCE OF 300.77 FEET TO THE POINT OF BEGINNING;THENCE NORTH 88 DEGREES 39 MINUTES 10 SECONDS EAST A DISTANCE OF 297.11 FEET TO THE NORTHERN CORNEROF LAND DESCRIBED IN INSTRUMENT NUMBER 2000-63828; THENCE SOUTH 01 DEGREES 20 MINUTES 50 SECONDSEAST ALONG A WESTERLY LINE OF SAID TRACT OF LAND A DISTANCE OF 114.14 FEET TO A NORTHERN CORNER OF SAIDTRACT OF LAND; THENCE SOUTH 88 DEGREES 39 MINUTES 10 SECONDS WEST ALONG A NORTHERLY LINE OF SAIDTRACT A DISTANCE OF 299.71 FEET TO THE NORTHWEST CORNER OF SAID TRACT BEING A POINT ON THE WEST LINEOF THE AFORESAID TRACT DESCRIBED IN INSTRUMENT NUMBER 96-36738; THENCE NORTH 00 DEGREES 02 MINUTES27 SECONDS WEST ALONG THE WEST LINE OF SAID TRACT A DISTANCE OF 114.17 FEET TO THE POINT OF BEGINNING.TRACT 8:PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3EAST, HAMILTON COUNTY, INDIANA, BEING FURTHER DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHEAST CORNER OF SAID QUARTER QUARTER SECTION (SAID CORNER BEING DISTANT1336.92 FEET FROM THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER SECTION); THENCE SOUTH 88 DEGREES30 MINUTES 30 SECONDS WEST (BASIS OF BEARINGS BEING THE EAST LINE OF SAID SOUTHEAST QUARTER SECTION,BEARING NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST) ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTERQUARTER SECTION A DISTANCE OF 255.01 FEET TO THE POINT OF BEGINNING AND THE NORTHWEST CORNER OF ACERTAIN 0.105 ACRE CUTOUT PARCEL TO MILLER; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WESTPARALLEL WITH THE EAST LINE THEREOF A DISTANCE OF 153.34 FEET; THENCE NORTH 88 DEGREES 30 MINUTES 30SECONDS EAST PARALLEL WITH THE NORTH LINE THEREOF A DISTANCE OF 30.01 FEET TO THE SOUTHWEST CORNER OFPROPERTY TO MILLER, AS DESCRIBED IN INSTRUMENT NUMBER 2005-25449 AND RECORDED IN THE OFFICE OF THERECORDER OF HAMILTON COUNTY, INDIANA, ALSO BEING ON THE EAST LINE OF PROPERTY TO CHILDERS ASDESCRIBED IN INSTRUMENT NUMBER 1996-9636738; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WESTALONG THE EAST LINE OF SAID CHILDERS PROPERTY A DISTANCE OF 152.87 FEET TO THE NORTH LINE OF PROPERTY TOCOLLEGE PARK BAPTIST CHURCH INC AND RECORDED AS INSTRUMENT NUMBER 2000-63828; THENCE SOUTH 88DEGREES 39 MINUTES 10 SECONDS WEST ALONG THE NORTH LINE THEREOF AND THE NORTH LINE OF PROPERTY TOCOLLEGE PARK BAPTIST CHURCH INC AND RECORDED AS INSTRUMENT NUMBER 2004-45824 A DISTANCE OF 448.71FEET TO THE WEST LINE OF SAID CHILDERS PROPERTY; THENCE NORTH 00 DEGREES 02 MINUTES 27 SECONDS WESTALONG THE WEST LINE THEREOF A DISTANCE OF 305.07 FEET TO THE NORTH LINE THEREOF; THENCE NORTH 88DEGREES 30 MINUTES 30 SECONDS EAST ALONG THE NORTH LINE THEREOF A DISTANCE OF 418.95 FEET TO THE POINTOF BEGINNING, CONTAINING 3.043 ACRES, MORE OR LESS. 11600367SITE DATA TABLELOT AREA TOTAL: 1,577,471 SF36.21 ACRESIMPERVIOUS AREA TOTALSEXISTING:735,159 SF16.88 ACRES (46.6%)PROPOSED:761,300 SF17.48 ACRES (48.3%)TOTAL DISTURBED AREA2.26 ACEXISTING/PROPOSED USE:CHURCH / WORSHIP CENTEREXISTING ZONING:S-1, RESIDENTIALPROPOSED ZONING:S-1, RESIDENTIALBUILDING SETBACKS:REQUIREDFRONT40' (EAST & SOUTH PROP.LINE)SIDE20' (WEST PROPERTY LINE)REAR15' (NORTH PROPERTY LINE)PARKING SETBACK 10' N/AMAXIMUM BUILDING HEIGHT 18' 19' 8-3/4" (ACCESSORY STRUCTURE)PR. FLOOR AREA 4663± GROSS S.F. COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.com
EXISTING CONDITION PLAN2 NORTH1" = 30'GRAPHIC SCALENOTES1. FIELD WORK COMPLETED ON APRIL 28, 2022.2. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOISMINIMUM STANDARDS FOR TOPOGRAPHIC SURVEYS.3.SEE CURRENT PLAT OF SURVEY FOR ADDITIONAL INFORMATION.4. SURFACE INDICATIONS OF UTILITIES HAVE BEEN SHOWN INCLUDINGOVERHEAD WIRES AND UTILITY POLES (IF ANY) - HOWEVER THEIR FUNCTIONAND DIMENSIONS HAVE NOT BEEN SHOWN. PUBLIC AND/OR PRIVATERECORDS HAVE NOT BEEN SEARCHED TO PROVIDED ADDITIONALINFORMATION EXCEPT WHERE OTHERWISE NOTED HEREON.5. OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKESNO STATEMENT REGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANYSERVICE OR UTILITY LINE. CONTROLLED UNDERGROUND EXPLORATORYEFFORT TOGETHER WITH "811" OR "DIGGER" MARKINGS IS RECOMMENDEDTO DETERMINE THE FULL EXTENT OF UNDERGROUND SERVICE AND UTILITYLINES. "811" WILL NOT MARK UTILITIES FOR LAND SURVEYORS FOR THEPURPOSE OF TOPOGRAPHIC SURVEYS IN ILLINOIS.6. SURVEY COMPLETED FOR:ASPEN GROUP90 EXECUTIVE DRIVE, SUITE CCARMEL, IN 460327. ONLY TREES OVER 6" SHOWN HEREON.BENCHMARKSELEVATIONS SHOWN ARE RELATIVE TO NAVD' 88.BASIS OF BEARINGS:STATE PLANE COORDINATE SYSTEM, INDIANA EAST ZONE, NAD'83 ASMEASURED BY THE TRIMBLE VRS ROVER UTILIZED AT TIME OF FIELD WORK.SITE BM #1:UPPER FLANGE BOLT ON FIRE HYDRANT, AS NOTED HEREON.ELEV=868.25'SOURCE BENCHMARK:ELEVATIONS SHOWN ARE RELATIVE TO NAVD' 88.HAMILTON COUNTY STA HCBR 281ELEV=871.54'COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.com
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.com33SWPPP - NARRATIVE HYDROLOGIC UNIT CODE (14 DIGIT)ABCDEFGHIJKLMNOPQRSTUVWXYZA-1 - SWPPP INDEXSECTIONPLAN SHEET NUMBERSECTIONPLAN SHEET NUMBERA-13B-13A-23 B-23-4A-33B-33-5A-43 B-43-5A-53B-53-5A-63B-63-5A-7SEE ATTACHED PLATB-73A-83B-83A-93B-93A-103B-103A-113B-113&4A-123B-123&5A-133B-133A-143B-143A-152B-153A-162A-173C-13A-182C-23A-193C-33A-203&9C-43A-213C-53A-223C-63A-233A-243,8&9A-253&4A-263,8&9A-273&9A-281-13A-293&4A-303A-313A-2 - VICINITY MAPA-3 - PROJECT DESCRIPTIONPROJECT INCLUDES CONSTRUCTION OF AN OUTDOOR VENUE BUILDING, PATIO, PEDESTRIAN PATH, AND BMPS.CONSTRUCTION WILL INCLUDE MINOR LAND GRADING, SERVICE CONNECTIONS TO EXISTING UTILITIES AND ANEXPANSION OF AN EXISTING STORMWATER MANAGEMENT.A-4 - LATITUDE AND LONGITUDELATITUDE: 39°15'47" NLONGITUDE: 86°12'18" WA-5 - LEGAL DESCRIPTIONTRACT 1:A PART OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA,DESCRIBED AS FOLLOWS:BEGIN AT A POINT 852.69 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17NORTH, RANGE 3 EAST; THENCE NORTH 1329.75 FEET TO A POINT; THENCE WEST 155.4 FEET TO A POINT; THENCE SOUTH 1329.35FEET TO INTERSECTION WITH THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE EAST ON AND ALONG SAID SOUTH LINE154.94 FEET TO THE PLACE OF BEGINNING.TRACT 2:PART OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH,RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:BEGIN 1007.62 FEET WEST OF THE SOUTHEAST CORNER OF SAID SECTION 8 AND RUN THENCE NORTH 1329.35 FEET; THENCE EAST336.8 FEET; THENCE SOUTH 1330.1 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE WEST 335.87 FEET TO THEPLACE OF BEGINNING.EXCEPT:A PART OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA,DESCRIBED AS FOLLOWS:BEGIN AT A POINT 852.69 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17NORTH, RANGE 3 EAST; THENCE NORTH 1329.75 FEET TO A POINT; THENCE WEST 155.4 FEET TO A POINT; THENCE SOUTH 1329.35FEET TO INTERSECTION WITH THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE EAST ON AND ALONG SAID SOUTH LINE154.94 FEET TO THE PLACE OF BEGINNING.TRACT 3:BEGIN AT A POINT 1007.62 FEET WEST OF THE SOUTHEAST CORNER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST AND RUNTHENCE WEST 200 FEET; THENCE NORTH 1329 FEET; THENCE EAST 200 FEET; THENCE SOUTH 1329 FEET TO THE POINT OFBEGINNING.TRACT 4:PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST,HAMILTON COUNTY, INDIANA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST QUARTER OF SAID QUARTER-QUARTER SECTION; THENCE SOUTH 88 DEGREES 42 MINUTES 47SECONDS WEST ALONG THE SOUTH LINE OF SAID QUARTER-QUARTER SECTION 673 FEET; THENCE NORTH 0 DEGREES 02 MINUTES27 SECONDS WEST 323.62 FEET; THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST, PARALLEL WITH SAID SOUTH LINE,673.26 FEET TO THE EAST LINE OF SAID QUARTER-QUARTER SECTION; THENCE SOUTH 0 DEGREES 00 SECONDS WEST ALONG SAIDEAST LINE 323.62 FEET TO THE POINT OF BEGINNING.TRACT 5:PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THESECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER-QUARTER SECTION; THENCE NORTH 00 DEGREES 00 MINUTES 00SECONDS EAST (ASSUMED BEARING) ALONG THE EAST LINE OF SAID SECTION 8, A DISTANCE OF 647.17 FEET TO THE POINT OFBEGINNING OF THIS DESCRIPTION SAID POINT BEING MARKED BY A P.K. NAIL; THENCE SOUTH 88 DEGREES 42 MINUTES 05SECONDS WEST PARALLEL WITH THE SOUTH LINE OF SAID SECTION 8, A DISTANCE OF 673.41 FEET, SAID POINT BEING MARKED BYA ½ INCH REBAR THAT IS 0.05 FEET NORTH AND 0.09 FEET EAST OF THE CALCULATED POSITION; THENCE NORTH 00 DEGREES 02MINUTES 27 SECONDS WEST 267.95 FEET TO A 5/8” REBAR WITH CAP STAMPED “LS29500009”; THENCE NORTH 88 DEGREES 39MINUTES 54 SECONDS EAST PARALLEL WITH THE NORTH LINE OF SAID QUARTER QUARTER SECTION 299.71 FEET TO A 5/8 INCHREBAR WITH CAP STAMPED “LS29500009”; THENCE NORTH 01 DEGREES 20 MINUTES 06 SECONDS WEST, PERPENDICULAR TO THENORTH LINE OF SAID QUARTER QUARTER SECTION 114.48 FEET TO A 5/8 INCH REBAR WITH CAP STAMPED “LS29400009”; THENCENORTH 88 DEGREES 39 MINUTES 54 SECONDS EAST, PARALLEL WITH THE NORTH LINE OF SAID QUARTER QUARTER SECTION,376.56 FEET TO A P.K. NAIL ON THE EAST LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 00 DEGREES 00 MINUTES 00SECONDS WEST 382.89 FEET TO THE POINT OF BEGINNING.TRACT 6:PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST,HAMILTON COUNTY, INDIANA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT A POINT ON THE EAST LINE OF SAID QUARTER QUARTER SECTION BEING NORTH 0 DEGREES 00 MINUTES 00SECONDS EAST (ASSUMED BEARING) 323.62 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 88 DEGREES 42MINUTES 47 SECONDS WEST PARALLEL WITH THE SOUTH LINE OF SAID QUARTER QUARTER SECTION 673.26 FEET; THENCE NORTH0 DEGREES 02 MINUTES 27 SECONDS WEST 323.54 FEET; THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST, PARALLELWITH SAID SOUTH LINE 673.41 FEET TO SAID EAST LINE; THENCE SOUTH 0 DEGREES 00 MINUTES 00 SECONDS WEST ALONG SAIDEAST LINE 323.55 FEET TO THE POINT OF BEGINNING.PROJECTSITEUS-465RT - 421106 STW 96TH STREETSHELBORNE RDTOWNE RDTRACT 7:A PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST, IN HAMILTONCOUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT A POINT ON THE SOUTH LINE OF SAID QUARTER-QUARTER SECTION, SOUTH 88 DEGREES 42 MINUTES 47 SECONDSWEST A DISTANCE OF 1207.62 FEET, FROM THE SOUTHEAST CORNER THEREOF, BEING THE SOUTHWEST CORNER OF A TRACT OF LANDDESCRIBED IN INSTRUMENT NUMBER 99-27190, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 00DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE WEST LINE OF SAID TRACT A DISTANCE OF 1329.00 FEET TO THE NORTHWESTCORNER THEREOF; THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST ALONG THE NORTH LINE OF SAID TRACT A DISTANCE OF200.00 FEET TO THE NORTHEAST CORNER THEREOF; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE WEST LINEOF A TRACT OF LAND DESCRIBED IN INSTRUMENT NUMBER 96-54229 A DISTANCE OF 0.35 FEET TO THE NORTHWEST CORNER THEREOF;THENCE NORTH 88 DEGREES 35 MINUTES 21 SECONDS EAST ALONG THE NORTH LINE OF SAID TRACT AND A TRACT OF LAND DESCRIBEDIN INSTRUMENT NUMBER 2001-2619 A DISTANCE OF 333.74 FEET TO THE WEST LINE OF A TRACT OF LAND DESCRIBED IN INSTRUMENTNUMBER 96-36738; THENCE SOUTH 00 DEGREES 02 MINUTES 27 SECONDS EAST ALONG SAID WEST LINE A DISTANCE OF 300.77 FEET TOTHE POINT OF BEGINNING; THENCE NORTH 88 DEGREES 39 MINUTES 10 SECONDS EAST A DISTANCE OF 297.11 FEET TO THE NORTHERNCORNER OF LAND DESCRIBED IN INSTRUMENT NUMBER 2000-63828; THENCE SOUTH 01 DEGREES 20 MINUTES 50 SECONDS EAST ALONGA WESTERLY LINE OF SAID TRACT OF LAND A DISTANCE OF 114.14 FEET TO A NORTHERN CORNER OF SAID TRACT OF LAND; THENCESOUTH 88 DEGREES 39 MINUTES 10 SECONDS WEST ALONG A NORTHERLY LINE OF SAID TRACT A DISTANCE OF 299.71 FEET TO THENORTHWEST CORNER OF SAID TRACT BEING A POINT ON THE WEST LINE OF THE AFORESAID TRACT DESCRIBED IN INSTRUMENT NUMBER96-36738;THENCE NORTH 00 DEGREES 02 MINUTES 27 SECONDS WEST ALONG THE WEST LINE OF SAID TRACT A DISTANCE OF 114.17FEET TO THE POINT OF BEGINNING.TRACT 8:PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTONCOUNTY, INDIANA, BEING FURTHER DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHEAST CORNER OF SAID QUARTER QUARTER SECTION (SAID CORNER BEING DISTANT 1336.92 FEET FROMTHE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER SECTION); THENCE SOUTH 88 DEGREES 30 MINUTES 30 SECONDS WEST (BASISOF BEARINGS BEING THE EAST LINE OF SAID SOUTHEAST QUARTER SECTION, BEARING NORTH 00 DEGREES 00 MINUTES 00 SECONDSEAST) ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER QUARTER SECTION A DISTANCE OF 255.01 FEET TO THE POINT OFBEGINNING AND THE NORTHWEST CORNER OF A CERTAIN 0.105 ACRE CUTOUT PARCEL TO MILLER; THENCE SOUTH 00 DEGREES 00MINUTES 00 SECONDS WEST PARALLEL WITH THE EAST LINE THEREOF A DISTANCE OF 153.34 FEET; THENCE NORTH 88 DEGREES 30MINUTES 30 SECONDS EAST PARALLEL WITH THE NORTH LINE THEREOF A DISTANCE OF 30.01 FEET TO THE SOUTHWEST CORNER OFPROPERTY TO MILLER, AS DESCRIBED IN INSTRUMENT NUMBER 2005-25449 AND RECORDED IN THE OFFICE OF THE RECORDER OFHAMILTON COUNTY, INDIANA, ALSO BEING ON THE EAST LINE OF PROPERTY TO CHILDERS AS DESCRIBED IN INSTRUMENT NUMBER1996-9636738; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST ALONG THE EAST LINE OF SAID CHILDERS PROPERTY ADISTANCE OF 152.87 FEET TO THE NORTH LINE OF PROPERTY TO COLLEGE PARK BAPTIST CHURCH INC AND RECORDED AS INSTRUMENTNUMBER 2000-63828; THENCE SOUTH 88 DEGREES 39 MINUTES 10 SECONDS WEST ALONG THE NORTH LINE THEREOF AND THE NORTHLINE OF PROPERTY TO COLLEGE PARK BAPTIST CHURCH INC AND RECORDED AS INSTRUMENT NUMBER 2004-45824 A DISTANCE OF448.71 FEET TO THE WEST LINE OF SAID CHILDERS PROPERTY; THENCE NORTH 00 DEGREES 02 MINUTES 27 SECONDS WEST ALONG THEWEST LINE THEREOF A DISTANCE OF 305.07 FEET TO THE NORTH LINE THEREOF; THENCE NORTH 88 DEGREES 30 MINUTES 30 SECONDSEAST ALONG THE NORTH LINE THEREOF A DISTANCE OF 418.95 FEET TO THE POINT OF BEGINNING, CONTAINING 3.043 ACRES, MORE ORLESS.A-6 - PLAT OF SUBDIVISIONTHE REQUIRED 11X17 INCH RECORDED PLAN HAS BEEN PROVIDED AS A SEPARATE DOCUMENTA-7 - 100 YEAR FLOODPLAINS, FLOODWAY & FLOODWAY FRINGESN/A - THERE ARE NO FLOODPLAINS, FLOODWAYS OR FLOODWAY FRINGES ON OR ADJACENT TO THE SUBJECT SITEA-8 - ADJACENT LAND USENORTH:RESIDENTIALEAST:RESIDENTIALSOUTH:RESIDENTIALWEST:RESIDENTIALA-9 - TMDL IDENTIFICATIONN/A - THE SUBJECT SITE ULTIMATELY DISCHARGES TO DELAWARE CREEK WHICH IS A SUBWATERSHED TO WHITE RIVER. THEDELAWARE CREEK SUBWATERSHED IS NOT LISTED AS A TMDL.A-10 - RECEIVING WATERSN/A - THE SUBJECT SITE DISCHARGE VIA STORM SEWER. ULTIMATELY THIS SYSTEM DISCHARGES TO DELAWARE CREEK.A-11 - IDENTIFICATION TO WATERS ON 303(D) LISTN/A - THE SUBJECT SITE ULTIMATELY DISCHARGES TO DELAWARE CREEK WHICH IS LISTED AS GOOD CONDITION.A-12 - SOILS MAPTHE USDA WEB SOIL SURVEY IDENTIFIED ONE SOIL TYPE FOR THE PROJECT SITE:YBVA - BROOKSTON SILTY CLAY LOAMYCLA - CORSBY SILT LOAMYMSB2 - MIAMI SILT LOAM(INFORMATION TAKEN FROM USDA WEB SOIL SURVEY)A-13 - LOCATION OF WETLANDS/LAKES/WATER COURSESN/A - THERE ARE NO WETLANDS, LAKES OR WATER COURSES ON OR ADJACENT TO THE SITE.A-14 - STATE\FEDERAL WATER QUALITY PERMITSN/A - NO ADDITIONAL STATE OR FEDERAL WATER QUALITY PERMITS ARE ANTICIPATEDA-15 - EXISTING VEGETATIVE COVERTHE EXISTING VEGETATIVE COVER HAS BEEN IDENTIFIED ON SHEET 2. THERE ARE NO BUFFER PRESENT ON THE SUBJECTAREA.A-16 - EXISTING SITE TOPOGRAPHYTHE EXISTING CONTOURS ARE PROVIDED ON SHEET 2.A-17 - OFFSITE RUNOFF ENTERING THE SITEN/A - NO OFFSITE AREAS ENTER THE SUBJECT SITE AREA.A-18 - PROJECT SITE STORMWATER DISCHARGE LOCATIONTHE EXISTING PROJECT SITE STORMWATER RUNOFF DISCHARGES FROM THE SITE VIA STORM SEWER. THE LOCATION HASBEEN IDENTIFIED ON SHEET 2A-19 - EXISTING STRUCTURESN/A - THERE ARE NO BUILDINGS OR STRUCTURES AT THE PROJECT LOCATION. THE SUBJECT AREA IS CURRENTLY VACANT.A-20 - EXISTING DETENTION FACILITIESTHE EXISTING STORMWATER DETENTION BASIN IS LOCATED SOUTHEAST OF THE SUBJECT AREA AND IS SHOW ON SHEET 9.A-21 - DIRECT DISCHARGES TO GROUND WATERN/A - GROUND WATER DISCHARGES ARE NOT ANTICIPATED WITH THIS PROJECTA-22 - SIZE OF PROJECT AREAOVERALL SITE: APPROXIMATELY 36.2 ACRESSUBJECT SITE DEVELOPMENT AREA: APPROXIMATELY 2.26 ACRESA-23 - DISTURBED AREAAPPROXIMATELY 2.26 ACRESA-24 - PROPOSED FINAL TOPOGRAPHYTHE PROPOSED CONTOURS AND DRAINAGE ARROWS HAVE BEEN PROVIDED ON SHEET 8.A-25 - DISTURBED AREA BOUNDARYTHE DISTURBED AREA BOUNDARY HAS BEEN PROVIDED ON SHEET 4.A-26 - PROPOSED STORMWATER DRAINAGE SYSTEMSTHE STORMWATER DRAINAGE SYSTEMS LOCATIONS, SIZES AND DIMENSIONS HAVE BEEN PROVIDED ON SHEETS 8-9.A-27 - LOCATION OF STORMWATER AND NON-STORMWATER DISCHARGE LOCATIONSTHE PROPOSED STORMWATER AND NON-STORMWATER DISCHARGE LOCATIONS HAVE BEEN PROVIDED ON SHEET 9.A-28 - PROPOSED SITE IMPROVEMENTSTHE PROPOSED SITE IMPROVEMENTS ARE ON SHEETS 3-13.A-29 - ON-SITE AND OFF-SITE STOCKPILES AND BORROW AREASTHE ON-SITE STOCKPILE LOCATION IS PROVIDED ON SHEET 4. THERE ARE NO OFF-SITE STOCKPILES OR BORROW AREASANTICIPATED.A-30 - CONSTRUCTION SUPPORT ACTIVITIESN/A - THERE ARE NOT CONSTRUCTION SUPPORT ACTIVITIES ANTICIPATED.A-31 - IN-STREAM CONSTRUCTION ACTIVITIESN/A - THERE ARE NOT IN-STREAM CONSTRUCTION ACTIVITIES ANTICIPATED.B-1 - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITIESRUNOFF POLLUTANTS:RUNOFF POLLUTANTS DURING CONSTRUCTION COULD INCLUDE SEDIMENT FROM UNSTABILIZED AND EXPOSED SOILS,CONCRETE AND WASTEWATER FROM WASHOUT OF CONCRETE, DRYWALL COMPOUND, WASTEWATER FROM WASHOUT ANDCLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS, FUELS,OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, SOAPS, SOLVENTS ORDETERGENTS, TOXIC OR HAZARDOUS SUBSTANCES FROM A SPILL OR OTHER RELEASE, OR ANY OTHER POLLUTANT THATCOULD CAUSE OR TEND TO CAUSE WATER POLLUTION.PREVENTION MEASURES:·SILT FENCE, INLET PROTECTION AND CONSTRUCTION ENTRANCES ARE INSTALLED, INSPECTED AND MAINTAINED·STABILIZATION OF DISTURBED AREAS MUST BE INITIATED WITHIN 1 WORKING DAY OF PERMANENT OR TEMPORARYCESSATION OF EARTH DISTURBING ACTIVITIES AND SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NOT LATER THAN 14DAYS FROM THE INITIATION OF STABILIZATION WORK IN AN AREA. EXCEPTIONS TO THESE TIME FRAMES ARE SPECIFIED ASFOLLOWS:1.WHERE THE INITIATION OF STABILIZATION MEASURES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURESSHALL BE INITIATED AS SOON AS PRACTICABLE.2.ON AREAS WHERE CONSTRUCTION ACTIVITY CEASED AND WILL RESUME AFTER 14 DAYS, A TEMPORARY STABILIZATION METHOD CAN BE USED.·DUMPSTERS WILL BE PROVIDED FOR TRASH DISPOSAL AND CONSTRUCTION DEBRIS. NO HAZARDOUS MATERIALS WILL BESTORED ON-SITE.·ANY EQUIPMENT FUELING WILL BE CONDUCTED ON A CLEAN DRY SURFACE AND HAVE A SPILL KIT AND STAFF THAT HAVEBEEN PROPERLY TRAINED TO USE IT.·NO EQUIPMENT/VEHICLE WASHING WILL BE ALLOWED ON THE CONSTRUCTION SITE.·IN THE CASE OF A SPILL, THE OPERATOR WILL EMPLOY AN EMERGENCY RESPONSE KIT ONSITE AND CONTACT ANENVIRONMENTAL EMERGENCY RESPONSE/CLEAN UP COMPANY. OPERATOR SHALL COMPLY WITH SECTION 327 IAC 2-6.1.B-2 - CONSTRUCTION ENTRANCETHE LOCATION OF THE CONSTRUCTION ENTRANCE IS SHOWN ON SHEET 4. THE CONSTRUCTION DETAIL IS SHOWN ON SHEET5.B-3 - TEMPORARY AND PERMANENT STABILIZATIONSTABILIZATION OF DISTURBED AREAS MUST BE INITIATED WITHIN 1 WORKING DAY OF PERMANENT OR TEMPORARYCESSATION OF EARTH DISTURBING ACTIVITIES AND SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NOT LATER THAN 14DAYS FROM THE INITIATION OF STABILIZATION WORK IN AN AREA. PERMANENT SURFACE STABILIZATION INCLUDES BUT ISNOT LIMITED TO SEEDING, MULCHING, RIRAP, EROSION CONTROL BLANKET, ETC. THE SITUATION, SCHEDULE AND SEASONWILL DICTATE THE REQUIRED MEASURE. SEE SHEET 4 FOR PERMANENT STABILIZATION LOCATIONS AND SHEET 5 FORDETAILS AND APPLICATION RATES.B-4 - CONCENTRATED FLOW SEDIMENT CONTROL MEASURESCONCENTRATED FLOW SEDIMENT CONTROL MEASURES WILL INCLUDE CHECK DAMS AND PERMANENT SOIL STABILIZATIONWHERE REQUIRED.B-5 - SHEET FLOW SEDIMENT CONTROL MEASURESSHEET FLOW SEDIMENT CONTROL MEASURES WILL INCLUDE INLET PROTECTION, SILT FENCE, TEMPORARY AND PERMANENTSOIL STABILIZATION.B-6 - RUNOFF CONTROL MEASURESRUNOFF CONTROL MEASURES WILL INCLUDE INLET PROTECTION, SILT FENCE, TEMPORARY AND PERMANENT SOILSTABILIZATION.B-7 - STORMWATER OUTLET PROTECTIONN/A - GENERALLY ALL STORMWATER OUTLETS ARE VIA STORM SEWER. SHOULD IT BECOME NECESSARY, THE CONTRACTORSHALL FOLLOW ALL MUNICIPAL AND THE INDIANA STORMWATER QUALITY MANUAL.B-8 - GRADE STABILIZATION STRUCTURESN/A - THERE ARE NO GRADE STABILIZATION STRUCTURES ANTICIPATED. SHOULD IT BECOME NECESSARY, THE CONTRACTORSHALL FOLLOW ALL MUNICIPAL AND THE INDIANA STORMWATER QUALITY MANUAL.B-9 - DEWATERINGN/A - DEWATERING IS NOT ANTICIPATED. SHOULD IT BECOME NECESSARY, THE CONTRACTOR SHALL FOLLOW ALL MUNICIPALAND THE INDIANA STORMWATER QUALITY MANUAL.B-10 - IN-STREAM MEASURESN/A - THERE IS NO IN-STREAM CONSTRUCTION ANTICIPATED. SHOULD IT BECOME NECESSARY, THE CONTRACTOR SHALLFOLLOW ALL MUNICIPAL AND THE INDIANA STORMWATER QUALITY MANUAL.B-11 - STORMWATER QUALITY MEASURESSEE SHEET 4 FOR ALL LOCATIONS OF EACH STORMWATER QUALITY MEASURES. SEE SHEET 5 FOR ALL SWPPP DETAILS ANDNOTES OF EACH STORMWATER QUALITY MEASURE. THE CONTRACTOR SHALL FOLLOW ALL MUNICIPAL AND THE INDIANASTORMWATER QUALITY MANUAL.NORTHB-12 - CONSTRUCTION SEQUENCE & IMPLEMENTATION1.PRIOR TO THE START OF LAND DISTURBING ACTIVITIES:·INSTALL INLET PROTECTION TO ALL EXISTING STORM STRUCTURES (AS NEEDED & AS SHOWN ON PLAN), INSTALL CHECKDAMS (IF APPLICABLE), SILT FENCE (AS NEEDED & AS SHOWN ON PLAN), CONSTRUCTION ENTRANCE (AS NEEDED & ASSHOWN ON PLAN), TREE PROTECTION (AS NEEDED)2.DURING CONSTRUCTION:·INSTALL CONCRETE WASHOUT (AS NEEDED & AS SHOWN ON PLAN), SWEEP STREET & DRIVE AISLES (AS NEEDED),STABILIZATION MEASURES (TEMPORARY & PERMANENT)·INSTALL TEMPORARY INLET PROTECTION TO ALL CONSTRUCTED CATCHBASINS3.POST CONSTRUCTION:CLEAN CATCHBASINS, REMOVE TREE PROTECTION, REMOVE CONCRETE WASHOUT, REMOVE SILT FENCE.B-13 - EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL LOTSN/A - THE PROJECT DOES NOT INCLUDE RESIDENTIAL BUILDINGS.B-14 - MATERIAL HANDLING AND SPILL PREVENTIONPOSSIBLE CONSTRUCTION MATERIALS INCLUDE CONCRETE, DRYWALL COMPOUND, WASTEWATER FROM WASHOUT AND CLEANOUT OFSTUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS, FUELS, OILS OR OTHERPOLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, SOAPS, SOLVENTS OR DETERGENTS, TOXIC ORHAZARDOUS SUBSTANCES FROM A SPILL OR OTHER RELEASE, OR ANY OTHER POLLUTANT THAT COULD CAUSE OR TEND TO CAUSEWATER POLLUTION.·DUMPSTERS WILL BE PROVIDED FOR TRASH DISPOSAL AND CONSTRUCTION DEBRIS. NO HAZARDOUS MATERIALS WILL BE STOREDON-SITE.·ANY EQUIPMENT FUELING WILL BE CONDUCTED ON A CLEAN DRY SURFACE AND HAVE A SPILL KIT AND STAFF THAT HAVE BEENPROPERLY TRAINED TO USE IT.·NO EQUIPMENT/VEHICLE WASHING WILL BE ALLOWED ON THE CONSTRUCTION SITE.IN THE CASE OF A SPILL, THE OPERATOR WILL EMPLOY AN EMERGENCY RESPONSE KIT ONSITE AND CONTACT AN ENVIRONMENTALEMERGENCY RESPONSE/CLEAN UP COMPANY. OPERATOR SHALL COMPLY WITH SECTION 327 IAC 2-6.1.B-15 - MATERIAL HANDLINGDUMPSTERS WILL BE PROVIDED FOR TRASH DISPOSAL AND CONSTRUCTION DEBRIS. NO HAZARDOUS MATERIALS WILL BE STOREDON-SITE. WASTES AND UNUSED BUILDING MATERIALS MUST BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLESTATUTES AND REGULATIONS. PROPER STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES, AND SPILLPREVENTION AND CLEAN-UP MEASURES MUST BE IMPLEMENTED TO MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATESURFACE OR GROUND WATER OR DEGRADE SOIL QUALITY.C-1 - POLLUTANT DESCRIPTIONSCOMMON POLLUTANTS AND THEIR SOURCES FOR DEVELOPMENT:POLLUTANTSOURCESEDIMENT:CONSTRUCTION SITES, DISTURBED AREAS, DEGRADATION/WEARING OF PAVED SURFACESNUTRIENTS:FERTILIZED LAWNSROAD SALT:DRIVE AISLES & ROADSCHEMICALS:ACCIDENTAL SPILLS & AUTOMOBILESC-2 - POST CONSTRUCTION STORMWATER MEASURESTHE PROPOSED DEVELOPMENT WILL INCLUDE THE CONSTRUCTION OF AN INFILTRATION TRENCH BMP FOR THE DETENTION VOLUMEAND RETROFIT A CONTECH CDS HYDRODYNAMIC SEPARATOR CATCHBASIN INSERT AS THE FLOW THROUGH PRACTICEC-3 - STORMWATER MEASURE DETAILSDETAILS HAVE BEEN PROVIDE ON SHEETS 3-13.C-4 - STORMWATER QUALITY MEASURE IMPLEMENTATION SEQUENCEINSTALL PERMANENT INFILTRATION TRENCH AND CATCHBASIN INSERTS AFTER EARTHWORK AND STABLIZATION MEASUREES ARE INPLACE.C-5 - POST CONSTRUCTION STORMWATER QUALITY MEASURE MAINTENANCE GUIDELINESBMP OWNERS MUST ROUTINELY INSPECT BMPS TO VERIFY THAT ALL BMP COMPONENTS ARE FUNCTION AS DESIGNED AND ARE NOT INDANGER OF FAILING. BMP NEEDS MAINTENANCE TO FUNCTION AS WATER QUALITY ENHANCEMENTS. BMP OWNER IS REQUIRED TOPREFORM ANY MAINTENANCE TASKS SPECIFIED BY THE CITY OF CARMEL ENGINEERING DEPARTMENT INSPECTIONS. BMP OWNER SHALLKEEP THE BMP FREE FROM LITTER, WEED GROWTH, AND OBSTRUCTIONS THAT WOULD PREVENT SURFACE WATER FROM ENTERING INTOTHE INFILTRATION TRENCH. REFER TO THE INSPECTION AND MAINTENANCE GUIDELINES FOR FURTHER CLARIFICATION. BMP OWNERSHALL INSPECT THE CONNECTING STORM SEWER SYSTEM TO VERIFY IF ALL FUNCTION PROPERLY. BMP OWNER SHALL INSPECT THE TOPLAYER OF AGGREGATE OVER TRENCH FOR CLEANNESS AND PROPER FLOW.FOR THE CATCHBASIN INSERTS, THE MANUFACTURER'S GUIDELINES FOR MAINTENANCE TAKING INTO ACCOUNT EXPECTED SEDIMENTAND POLLUTANT LOAD AND SITE CONDITIONS SHALL BE FOLLOWED. THE CATCHBASIN SUMPS CAN BE CLEANED BY USING VACTORTRUCKS. THIS MAY REQUIRE THE CATCHBASIN INSERTS TO BE REMOVED TO AVOID DAMAGE TO THE INSERT. THE CATCHBASINS SHALL BEINSPECTED AT A MINIMUM OF TWICE PER YEAR AND AFTER EACH RAINFALL EVENT. EXPERIENCE WILL SHOW THE REQUIRED CLEANINGFREQUENCIES FOR SPECIFIC DRAINAGE ITEMS.C-6 - POST CONSTRUCTION STORMWATER QUALITY MEASURE MAINTENANCE RESPONSIBILITYTHE RESPONSIBILITY OF MAINTENANCE SHALL FALL ON THE OWNER. THIS RESPONSIBILITY SHALL TRANSFER WITH THE OWNERSHIP OFTHE PROPERTY INCLUDING ANY SUCCESSORS AND ASSIGNS.
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.com4 LEGENDSILT FENCETREE PROTECTIONAPPROXIMATE LIMITS OF DISTURBANCECONSTRUCTION ENTRANCEMIN.6" TOPSOIL WITH EROSION CONTROLBLANKET WITH SEED (NA GREEN S75 BLANKET)FINAL STABILIZATION - MIN. 6" TOPSOILWITH SEED, STRAW MULCH & FERTILIZERCHECK DAMINLET PROTECTION(SEE SHEET 5)NORTH1" = 30'GRAPHIC SCALESWPPP - PLAN NOTES1. FINAL STABILIZATION SHOWN IS THE MINIMUM REQUIRED. SEE THE LANDSCAPEPLAN BY OTHERS FOR DETAILED PLANTING REQUIREMENTS.2. TREE PROTECTION SHALL BE INSTALLED ADJACENT TO THE PROPOSED SILT FENCE
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.comSWPPP - NOTES AND DETAILS5 CONSTRUCTION SEQUENCE1.DIVERSION AND STRUCTURAL MEASURES - WILL BE INSPECTED WEEKLY OR AFTER EVERYRAINSTORM PRODUCING RUNOFF.2.SEDIMENT BASINS AND PONDS - WILL BE CHECKED AFTER EACH MAJOR PHASE OF THEDEVELOPMENT FOR SEDIMENT ACCUMULATION.3.VEGETATIVE PLANTINGS - SPRING PLANTINGS WILL BE CHECKED DURING SUMMER OR EARLYFALL.4.REPAIRS - ANY EROSION CONTROL MEASURES, STRUCTURAL MEASURES OR OTHERRELATED ITEMS IN NEED OF REPAIR WILL BE MADE WITHIN 24 HOURS.5.MOWING - DRAINAGE WAYS, DITCHES, AND OTHER AREAS THAT SUPPORT A DESIGNATEDFLOW OF WATER WILL BE MOWED REGULARLY TO MAINTAIN THAT FLOW.6.FERTILIZATION - SEEDED AREAS WHERE THE SEED HAS NOT PRODUCED A GOOD COVERWILL BE INSPECTED AND FERTILIZED IF NECESSARY.INSPECTION SCHEDULE8157524
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.comDEMOLITION PLAN6 REMOVE ASPHALT PAVEMENTREMOVE CONC. PAVEMENTREMOVE ITEMSAWCUT BACK OF CURBFULL DEPTH SAWCUT PAVEMENTLEGENDREMOVE TREEREMOVE EXISTING BUILDING(SEE ARCHITECTURAL PLANS)NORTH1" = 30'GRAPHIC SCALENOTE:1. REFER TO LANDSCAPING PLAN FOR ADDITIONAL TREE REMOVAL.
GEOMETRIC PLAN7 NORTH1" = 30'GRAPHIC SCALEHEAVY DUTY ASPHALT PAVEMENTASPHALT PATHCONCRETE PAVEMENTLEGENDPROPERTY LINEEDGE OF STRIPECENTER OF STRIPEBUILDINGBACK OF CURBEDGE OF WALKRADIUSSITE DATA TABLEDEVELOPERCOLLEGE PARK CHURCH2606 W. 96TH STREETCARMEL, INDIANA 46268SITE PLAN DESIGNER/MERITCORP GROUP, LLC.CIVIL ENGINEER4222 MERIDIAN PARKWAY STE. 112AURORA, IL 60504LOT AREA TOTAL: 1,577,471 SF36.21 ACRESIMPERVIOUS AREA TOTALSEXISTING:735,159 SF16.88 ACRES (46.6%)PROPOSED:761,300 SF17.48 ACRES (48.3%)EXISTING/PROPOSED USE:CHURCH / WORSHIP CENTEREXISTING ZONING:S-1, RESIDENTIALPROPOSED ZONING:S-1, RESIDENTIALBUILDING SETBACKS:REQUIREDFRONT40' (EAST & SOUTH PROP.LINE)SIDE20' (WEST PROPERTY LINE)REAR15' (NORTH PROPERTY LINE)PARKING SETBACK 10' N/AMAXIMUM BUILDING HEIGHT 18' 19' 8-3/4" (ACCESSORY STRUCTURE)PR. FLOOR AREA 4663± GROSS S.F. COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.com
GRADING PLAN8 EMERGENCY OVERLAND FLOOD ROUTETOP OF FOUNDATIONT/FGARAGE FLOORG/FEDGE OF PAVEMENTEPTOP OF CURBTCTOP OF DEPRESSED CURBTDCMATCH EXISTINGM.E.LEGENDGRADING CONTOURDRAINAGE FLOW ARROWNORTH1" = 30'GRAPHIC SCALECOPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.com5' MIN.12" MIN.24" MINSWALE/INFILTRATION TRENCH TYPICAL SECTIONNTS
PROPOSED DEVELOPMENT AREANORTH1" = 60'GRAPHIC SCALE9DETENTION GRADING PLAN EXISTING DETENTION VOLUMEPROPOSED POND EXPANSIONDETENTION VOLUMECOPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.com LEGENDSILT FENCEMIN.6" TOPSOIL WITH EROSION CONTROLBLANKET WITH SEED (NA GREEN S75 BLANKET)
UTILITY PLAN10 TELEPHONE LINEELECTRIC LINEGAS LINESANITARY LINEWATER LINESANITARY MANHOLEFIRE HYDRANTBUFFALO BOXGAS VALVECLEAN OUTLEGENDVALVE VAULTNORTH1" = 30'GRAPHIC SCALESTORM SEWERSTORM FLAREDEND SECTIONCOPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.com
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.comSTANDARD CONSTRUCTION NOTES11 GENERAL CONSTRUCTION NOTES1.ALL SITE WORK AND GRADING OPERATIONS WITHIN THE LIMITS OF THIS PROJECT SHALL BE DONE IN ACCORDANCEWITH THE INDIANA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS (INDOTSS), CURRENT EDITIONAND AND ALL REVISIONS THERE TO. THE CONTRACTOR SHALL FOLLOW ALL STATE, COUNTY AND LOCALJURISDICTIONAL ORDINANCES AND REQUIREMENTS.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTION ALONGOR ACROSS EXISTING STREETS OR HIGHWAYS. HE SHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,SHORING AND OTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTION BEGINS. HE SHALL BERESPONSIBLE FOR ANY DAMAGE TO THE STREETS OF ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL MAKEREPAIRS AS NECESSARY TO THE SATISFACTION OF THE OWNER.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF INDOT STANDARDTRAFFIC CONTROL SIGNS AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC AND CONSIDEREDINCIDENTAL, IN COMPLIANCE WITH INDOT STANDARD TRAFFIC CONTROL SPECIFICATIONS, INDOTSS SECTION 800.4.EASEMENTS FOR EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITH PUBLIC RIGHT OF WAY ARESHOWN ON THE PLANS ACCORDING TO INFORMATION AVAILABLE IN THE RECORDS. THE CONTRACTOR SHALL BERESPONSIBLE FOR DETERMINING THE EXACT LOCATION IN THE FIELD OF THESE UTILITY LINES AND THEIRPROTECTION FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE AREENCOUNTERED WHICH CONFLICT IN LOCATION WITH NEW CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THEOWNER SO THAT THE CONFLICT MAY BE RESOLVED.5.BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED AND APPROVED BYTHE OWNER AND MUNICIPALITY.6.THE CONTRACTOR SHALL GUARANTEE HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCEAND SHALL BE HELD RESPONSIBLE FOR ANY DEFECTS IN MATERIAL ON WORKMANSHIP DURING THAT PERIOD.7.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL REGULATIONS, CODES AND O.S.H.A. STANDARDS.8.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF BUILDING.9.ALL DIMENSIONS AND RADII ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.10.REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLANS.DEMOLITION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL WASTE MATERIAL IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES, FOUNDATIONS,CONCRETE, ASPHALT, STEEL, UTILITIES, DRAINAGE STRUCTURES, ETC.2.CONTRACTOR TO DEMOLISH THE SITE SUCH THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS CAN BECONSTRUCTED.3.ALL UNSUITABLE MATERIAL THAT WOULD CONFLICT WITH THE PROPER CONSTRUCTION OF THE PROPOSEDIMPROVEMENTS SHALL BE REMOVED.4.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM ALL GOVERNING AGENCIES PRIOR TO THE STARTOF SITE DEMOLITION.5.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EXISTING UTILITY SERVICES ARE DISCONNECTED ORPROTECTED PRIOR TO THE START OF DEMOLITION OF THE SITE.6.THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGESASSOCIATED WITH UTILITY COORDINATION.7.THE EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN LOCATED BASED ON THE BEST INFORMATION AVAILABLEAND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FORTHEIR ACCURACY.8.PRIOR TO THE START OF ANY SITE DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FORONSITE LOCATIONS OF EXISTING UTILITIES.9.ALL UTILITIES THAT ARE REQUIRED TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THEAPPROPRIATE UTILITY COMPANY PRIOR TO THE START OF DEMOLITION.10.CONTRACTOR MUST PROVIDE A BARRIER FROM PUBLIC ACCESS TO THE SITE PRIOR TO THE START OF DEMOLITIONACTIVITY AND UNTIL SITE DEMOLITION HAS BEEN COMPLETED.11.SITE DEMOLITION SHALL NOT CONFLICT WITH ACCESS TO ADJACENT SITES OR TRAFFIC AND PEDESTRIAN FLOW INADJACENT PUBLIC R.O.W.'S.12.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF DEMOLITION ACTIVITY.13.ANY IMPROVEMENTS, STRUCTURES, PAVEMENTS UTILITIES OR PROPERTY, EITHER ON-SITE OR OFF-SITE, THATBECOMES DAMAGED DURING SITE DEMOLITION SHALL BE REPLACED BACK TO ITS ORIGINAL CONDITION AT THECONTRACTOR'S EXPENSE.14.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.SOIL EROSION AND SEDIMENTATION CONTROL NOTES1.THE EROSION CONTROL MEASURES INCLUDED IN THE SOIL EROSION AND SEDIMENTATION CONTROL PLAN SHALL BEINSTALLED PRIOR TO INITIAL LAND DISTURBANCE ACTIVITIES OR AS SOON AS PRACTICAL. SEDIMENT SHALL BEPREVENTED FROM DISCHARGING FROM THE PROJECT SITE BY INSTALLING AND MAINTAINING SILT FENCE, STRAWBALES, SEDIMENT BASINS, ETC. AS SHOWN ON THIS PLAN. IF SHOWN ON THESE PLANS, ENERGY-DISSIPATIONDEVICES OR EROSION CONTROL AT THE OUTFALL OF THE STORM SEWER SYSTEM SHALL BE INSTALLED AT THE TIMEOF THE CONSTRUCTION OF THE OUTFALL.2.THE CONTRACTOR SHALL CONTROL WASTES, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THESITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDINGMATERIAL, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL IS REQUIRED. COMPLIANCE IS REQUIREDWITH ALL STATE OR LOCAL REGULATIONS REGARDING WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC SYSTEMS.3.PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OFACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BERETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION.4.ALL ON-SITE STORM DRAIN INLETS SHALL BE PROTECTED AGAINST SEDIMENTATION WITH INLET PROTECTIONDEVICES/BMP'S AS SHOWN ON THESE PLANS.5.EXCEPT AS PREVENTED BY INCLEMENT WEATHER CONDITIONS, ALL DISTURBED AREAS TO REMAIN INACTIVE FORMORE THAN 14 DAYS SHALL BE STABILIZED BY SEEDING, SODDING, MULCHING, COVERING, OR BY OTHEREQUIVALENT EROSION CONTROL MEASURES WITHIN SEVEN (7) DAYS. PERMANENT SOIL STABILIZATION SHALL BEPROVIDED WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED.6.THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTIONSITE. ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OFQUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS AND SPECIFICATIONSINCLUDED HEREIN.7.DURING THE PERIOD OF CONSTRUCTION ACTIVITY, ALL SEDIMENT BASINS AND OTHER EROSION CONTROLMEASURES SHALL BE MAINTAINED BY THE CONTRACTOR. AT COMPLETION OF CONSTRUCTION, THE CONTRACTORSHALL COORDINATE THE TRANSFER OF MAINTENANCE RESPONSIBILITIES, IF REQUIRED, WITH THE OWNER.8.IF APPLICABLE, EXISTING VEGETATION SHALL BE PROTECTED.9.ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED IN ACCORDANCE WITH THE CONDITIONS OFAPPLICABLE NPDES PERMITS.10.ALL TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE REMOVED AND DISPOSED OF WITHINTHIRTY DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY PRACTICES ARE NOLONGER NEEDED. TRAPPED SEDIMENT SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION.11.THIS EROSION CONTROL PLAN MUST BE RETAINED ON-SITE AT ALL TIMES DURING THE PERIOD OF CONSTRUCTION.GRADING NOTES1.EARTH EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL, REMOVING UNSUITABLEMATERIALS, THE CONSTRUCTION OF EMBANKMENTS, CONSTRUCTING NONSTRUCTURAL FILLS, AND FINAL SHAPINGAND TRIMMING TO THE LINES GRADES AND CROSS SECTIONS SHOWN IN THE PLANS. THIS WORK SHALL BEPERFORMED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF SECTION 200 OF THE INDIANA DEPARTMENT OFTRANSPORTATION'S STANDARD SPECIFICATIONS (INDOTSS). ALL UNSUITABLE OR EXCESS MATERIAL SHALL BEDISPOSED OF AS REQUIRED, AS SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER. PROOF ROLLING, DISCINGAND DEWATERING ARE EXCAVATORS RESPONSIBILITY AND CONSIDERED INCIDENTAL.2.THE GRADING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL NOT CAUSE PONDING OF STORM WATER.ALL AREAS ADJACENT TO THESE IMPROVEMENTS SHALL BE GRADED TO ALLOW POSITIVE DRAINAGE.3.THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISH GRADE. A MINIMUM OF SIX (6)" INCHES OFTOPSOIL IS TO BE PLACED BEFORE FINISH GRADE ELEVATIONS ARE ACHIEVED IN AREAS TO RECEIVE VEGETATIVECOVER.4.GEOTECHNICAL REPORTS AS PREPARED BY OWNER (OR OWNER'S REPRESENTATIVE) SHALL BE REFEREED TOPRIOR TO EARTH MOVING AND UTILITY INSTALLATION.5.THE CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATES OF COMPLIANCE WITH THE SPECIFICATIONSFOR ALL MATERIALS USED IN THE CONSTRUCTION OF THIS IMPROVEMENT. THE CERTIFICATE SHALL INCLUDE TESTRESULTS AND SKETCHES SHOWING COMPLIANCE WITH THE APPLICABLE ASTM SPECIFICATIONS.6.THE SELECTED FILL MATERIAL SHALL BE PLACED IN LEVEL UNIFORM LAYERS SO THAT THE COMPACTED THICKNESSIS APPROXIMATELY NINE INCHES (9)". EACH LIFT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY THE "MODIFIED PROCTOR" COMPACTION TEST (ASTM D 1557). HOWEVER, IF COMPACTIONEQUIPMENT DEMONSTRATES THE ABILITY TO COMPACT GREATER THICKNESS, THEN A GREATER THICKNESS MAY BESPECIFIED. EACH LAYER SHALL BE THOROUGHLY MIXED DURING SPREADING TO INSURE UNIFORMITY.7.MATERIAL SHALL BE COMPACTED TO A MINIMUM OF NINETY-FIVE PERCENTAGE (95%) OF A MAXIMUM DENSITYWITHIN ROADWAY AREAS AND BUILDING PAD AREAS, EITHER IN ACCORDANCE WITH ASTM SPECIFICATIONS D1557-70OR TO SUCH OTHER DENSITY AS MAY BE DETERMINED APPROPRIATE BY SOILS ENGINEER.8.ALL BUILDING PADS SHALL HAVE A MINIMUM BEARING CAPACITY OF 3,000 P.S.F. FOR BUILDING SUPPORT.9.OVERLAND DRAINAGE ROUTING AND SWALES SHALL BE CONSTRUCTED AS SHOWN ON PLANS.10.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTINGUTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.11.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. CONTRACTOR SHALL APPLYSTABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS INACCORDANCE WITH STATE, LOCAL AND COUNTY SPECIFICATIONS, INCLUDING IN ACCORDANCE WITH THE N.P.D.E.S.GENERAL PERMIT, UNTIL A HEALTHY STAND OF GRASS IS OBTAINED12.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.13.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.14.ALL SPOT GRADES ARE FLOWLINE/TOP OF PAVEMENT GRADES UNLESS OTHERWISE NOTED. ALL RIM ELEVATIONSARE FLOWLINE ELEVATIONS.15.ALL STORM SEWER AND UTILITY STRUCTURE RIMS SHALL BE FLUSH WITH PAVEMENT OR FINISHED GRADE.16.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMITFOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.17.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.18.AT THE START OF EARTHWORK OPERATIONS, ANY VEGETATION, TOPSOIL, UNSUITABLE MATERIAL, AND DEBRISFROM ANY DEMOLITION SHALL BE ENTIRELY REMOVED FROM PROPOSED BUILDING AND PAVEMENT AREAS.19.THE SELECTED FILL MATERIAL SHALL BE BE FREE OF ORGANIC MATTER, FROZEN SOIL, CLODS, OR OTHERDELETERIOUS MATERIAL. FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LAYERS, NOT MORE THAN NINE INCHES(9)" IN LOOSE THICKNESS. FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR COMPACTION TEST (ASTM D 1557). LOAD BEARING FILL SHALL BE CA-6.PAVEMENT NOTES1.PAVEMENT DESIGN REQUIREMENTS FOR ALL PUBLIC AND PRIVATE STREETS, SHALL BE IN ACCORDANCE WITH ALLLOCAL/MUNICIPAL CODES AND THE INDIANA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS(INDOTSS).2.AGGREGATE BASES (COARSE AGGREGATE, CLASS D OR HIGHER, SIZE NO. 53) SHALL BE IMMEDIATELY COMPACTEDTO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITIES IN ACCORDANCE ASTM D698. ALL OTHER AGGREGATEBASE SPECIFICATIONS SHALL BE PER INDOT, SECTION 301.3.THE HMA BITUMINOUS CONCRETE BINDER AND SURFACE COURSE SHALL COMPLY WITH THE INDOTSS, SECTION 402.4.A PRIME COAT SHALL BE APPLIED TO THE BASE COURSE AT A RATE OF 0.50-0.75 GALLONS PER SQUARE YARD INACCORDANCE WITH INDOT SECTION 405.5.A TACK COAT SHALL BE APPLIED TO ALL PAVEMENT BASES TO BE SURFACE COATED WITH NEW HMA PAVEMENT ATA RATE OF 0.03-0.08 GALLONS PER SQUARE YARD, IN ACCORDANCE WITH INDOTSS, SECTION 406.6.PCC CONCRETE PAVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH INDOTSS, SECTION 502 AND 503.7.ONE (1) INCH PRE-MOLDED BITUMINOUS EXPANSION JOINTS HAVING TWO (2) ONE (1) INCH DOWEL BARS SHALL BEINSTALLED AT 45 FOOT INTERVALS AND AT ALL POINTS OF CURVATURE ALONG THE CURB WHERE THE RADIUS ISLESS THAN 100 FEET. THE DOWEL BARS SHALL BE 18 INCHES LONG, SHALL BE PROPERLY GREASED AND HAVEEXPANSION CAPS. CONTRACTION JOINT SHALL BE FORMED AT 15-FOOT INTERVALS.8.SIDEWALKS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE TO A MINIMUM THICKNESS OF FOUR (4)INCHES. ALL SIDEWALKS SHALL HAVE A MINIMUM OF A 6 BAG MIX WITH A MINIMUM OF 28 DAY COMPRESSIVESTRENGTH OF 4000 PSI. THE SIDEWALKS WHEN CONSTRUCTED SHALL CONTAIN NOT LESS THAN FOUR (4) PERCENT,NO MORE THAN SEVEN (7) PERCENT ENTRAINED AIR. THE SLUMP SHALL BE NOT LESS THAN TWO (2) INCHES, NOTMORE THAN FOUR (4) INCHES.9.ALL EXPOSED CONCRETE WORK INCLUDING SIDEWALKS AND CURBS MUST HAVE CURING COMPOUND APPLIED INACCORDANCE WITH INDOTSS.10.THE CONSTRUCTION OF ALL PAVEMENT, CURBS AND GUTTERS, AND SIDEWALK IMPROVEMENTS, INCLUDING THEUSE OF ALL MACHINERY, EQUIPMENT AND TOOLS, AND THE FURNISHING OF ALL MATERIALS, AND THECONSTRUCTION OF ALL OTHER WORK NECESSARY TO COMPLETE THE PROPOSED IMPROVEMENTS, SHALL BECONSTRUCTED ACCORDING TO THE REQUIREMENTS AS OUTLINED IN THE STATE'S STANDARD SPECIFICATIONS.THE MATERIAL FOR THOSE IMPROVEMENTS SHALL BE IN CONFORMANCE WITH THE APPROPRIATE SECTION OF THESTATE STANDARD SPECIFICATIONS.11.ALL EXISTING MANHOLES AND BASINS SHALL BE ADJUSTED TO MEET FINISHED GRADE. THIS SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.12.ALL PHASES OF PAVING IMPROVEMENTS WILL BE SUBJECT TO PERIODIC INSPECTION BY A REPRESENTATIVE OFTHE ENGINEER.13.ALL PAVING IMPROVEMENTS INSTALLED WILL BE SUBJECT TO TESTING, AS PROVIDED FOR IN THESESPECIFICATIONS AND IN THE INDOTSS. IF ANY IMPROVEMENTS ARE FOUND TO BE DEFECTIVE IN WORKMANSHIP ORMATERIALS, THAN THEY SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE.GENERAL UTILITY NOTES1.CONTRACTOR TO COORDINATE INSTALLATION OF GAS AND ELECTRIC SERVICES WITH THE LOCAL PROVIDER PRIORTO PAVING, INSTALLATION OF UTILITIES AND BUILDING CONSTRUCTION.2.THE LOCAL ELECTRIC PROVIDER SHALL BE RESPONSIBLE FOR INSTALLATION OF THE MAIN ELECTRIC SERVICEROUTING AROUND THE SITE INCLUDING THE INSTALLATION OF PEDESTALS.3.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF SERVICES FROM PEDESTALS TO TRANSFORMERSAND FROM TRANSFORMERS TO BUILDINGS. CONTRACTOR TO COORDINATE THE CONNECTION BETWEEN THETRANSFORMER AND PEDESTALS WITH THE LOCAL UTILITY PROVIDER.4.ELECTRIC CONDUIT SHALL BE 4" PVC SDR 26 WITH LONG SWEEP ELBOWS.5.THE LOCAL GAS PROVIDER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE MAIN GAS SERVICE ROUTINGAROUND THE SITE INCLUDING THE INSTALLATION OF SERVICE VALVES AND SERVICES TO THE GAS METERS.6.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF GAS SERVICE SLEEVES FROM THE GAS MAIN TOTHE GAS METER AT THE BUILDINGS. SERVICE SLEEVES SHALL BE 2" PVC SDR 26 FOR SERVICES LESS THAN 1-1/2" INSIZE, AND 3" PVC SDR 26 FOR SERVICES BETWEEN 2" AND 2-1/2" IN SIZE. CONTRACTOR TO COORDINATE THEINSTALLATION OF SLEEVES WITH THE LOCAL UTILITY PROVIDER. REFER TO ARCH/MEP PLANS FOR BUILDING GASSERVICE SIZES.STORM SEWER NOTES1.ALL STORM SEWER AND STORM SEWER STRUCTURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MUNICIPALSPECIFICATIONS.2.STORM SEWER PIPE SHALL BE AS SPECIFIED ON PLANS AND CONFORM TO THE FOLLOWING (WHERE APPLICABLE);A.POLY-VINYL CHLORIDE (PVC) SDR 35 AND SDR 26 (ASTM D-3034) WITH PUSH ON RUBBER GASKET JOINTS (ASTM C-3212)B.HIGH DENSITY POLYETHYLENE PIPE (HDPE) WITH SMOOTH INTERIOR (ASTM D-1248)C.REINFORCED CONCRETE PIPE (RCP) (ASTM C-76) WITH BELL AND SPIGOT OR TONGUEAND GROOVE PUSH-ON MASTIC JOINTS3.STORM SEWER MANHOLES, CATCH BASINS AND INLETS SHALL BE PRECAST CONCRETE (ASTM C-478).4.ALL STRUCTURE LIDS SHALL BE IMPRINTED "STORM". FRAMES AND LIDS SHALL BE OF THE FOLLOWING: NEENAHR-1530, NEENAH R-2030, NEENAH R-3281-A, AND NEENAH R-2560-E, AS SPECIFIED ON PLANS. THE APPROPRIATEGOVERNING AGENCIES AND THE LOCAL MUNICIPALITY SHALL APPROVE ANY VARIATION FROM THESE TYPES OFFRAMES AND LIDS.5.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER SYSTEM OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE WAY. IF THIS CANNOT BEACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINALLINE AND PUT IN ACCEPTABLE OPERATING CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE OR DRAINPIPE ENCOUNTERED SHALL BE KEPT BY THE CONTRACTOR AND TURNED OVER TO THE ENGINEER UPONCOMPLETION OF THE PROJECT.6.ALL STORM DRAINS THAT FALL WITHIN PAVED AREAS SHALL BE BACKFILLED WITH GRANULAR TRENCH BACKFILL.WATER MAIN NOTES1.ALL WATER MAIN SHALL BE INSTALLED IN ACCORDANCE WITH THE MUNICIPAL SPECIFICATIONS, THE INDIANADEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM), AND THE RECOMMENDED STANDARDS FOR WATERWORKS.2.WATER MAIN PIPE SHALL BE DUCTILE IRON PIPE CLASS 52, CONFORMING TO AWWA C151 (ANSI A21.51) WITH CEMENTMORTAR LINING. DUCTILE IRON PIPE WATERMAIN SHALL HAVE AN 8 MIL THICK POLYETHYLENE WRAP INACCORDANCE WITH AWWA C-105-82.3.DUCTILE IRON PIPE JOINTS SHALL CONFORM TO AWWA C111 (ANSI A21.11).4.DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C110 (ANSI 21.10) OR AWWA C153 (ANSI A21.53).5.WATER SERVICES SHALL BE TYPE K COPPER PIPE IN ACCORDANCE WITH AWWA M-22.6.THRUST BLOCKS OR MECHANICAL JOINT FITTINGS SHALL BE PROVIDED AT ALL BENDS, TEES AND FIRE HYDRANTS.7.ALL STRUCTURE LIDS SHALL BE IMPRINTED "WATER". FRAMES AND LIDS SHALL BE NEENHAH R-1772A WITH TYPE BLID, OR NEENHAH R-1712-B. THE APPROPRIATE GOVERNING AGENCIES AND THE LOCAL MUNICIPALITY SHALLAPPROVE ANY VARIATION FROM THIS TYPE OF FRAME AND LID.8.ALL WATER MAIN AND SERVICES SHALL BE INSTALLED A MINIMUM OF FIVE (5) FEET BELOW FINISHED GRADE UNLESSOTHERWISE SPECIFIED AND APPROVED BY THE ENGINEER.9.HORIZONTAL SEPARATION:A.WATER MAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANYEXISTING OR PROPOSED DRAIN, STORM SEWER, SANITARY SEWER OR SEWER SERVICES CONNECTION.B.WATER MAINS MAY BE LAID CLOSER THAN TEN FEET TO A SEWER LINE WHEN:1.LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET AND:2.BOTH THE WATER MAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF WATER MAIN QUALITY PIPE WHEN IT ISIMPOSSIBLE TO MEET (A) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE TESTED TO THE MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACKFILLING.10.VERTICAL SEPARATION:A.A WATER MAIN SHALL BE LAID SO THAT ITS INVERT IS 18 INCHES ABOVE THE CROWN OF THE DRAIN OR SEWERWHENEVER WATER MAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. THEVERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATER MAIN LOCATED WITHIN TEN FEETHORIZONTALLY OF ANY SEWER OR DRAIN CROSSING. A LENGTH OF WATER MAIN PIPE SHALL BE CENTERED OVER THESEWER TO BE CROSSED WITH JOINTS EQUIDISTANCE FROM THE SEWER OR DRAIN.B.BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF WATER MAIN QUALITY PIPE WHEN IT ISIMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN (A) ABOVEC.A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THEWATER MAIN SHALL BE MAINTAINED WHERE A WATER MAIN CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAINLINES TO PREVENT SETTLING AND BREAKING THE WATER MAIN.D.CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THEWATER MAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN FEET.11.ALL FIRE HYDRANTS SHALL BE K-81, KENNEDY TYPE HYDRANTS, WITH NATIONAL STANDARD THREADS WITH 4 1/2" PORT AND 2 1/2" PORTS AND WITH 6 BREAKAWAY TRAFFIC FLANGES AND SHALL BE DESIGNED FOR A MINIMUM OF FIVE (5) FEET OF COVER. THE BASE ELBOW OF THE HYDRANT SHALL BE PROPERLY THRUST BLOCKED AND SHALL BE PROVIDED WITH CLEAN WASHED STONE AND A POLYETHYLENE COVERING.12.ALL FIRE HYDRANTS SHALL BE FURNISHED AND INSTALLED COMPLETE WITH A SIX (6) INCH AUXILIARY VALVE AND CAST IRON VALVE BOX. VALVES SHALL BE RESILIENT VALVE BOXES SHALL BE CLOW F-2454 WITH CLOW F-2495 COVERS OR APPROVED EQUAL.13.VALVES SHALL CONFORM TO THE STANDARDS OF THE LATEST AWWA C500, AND SHALL HAVE MECHANICAL JOINT ENDS. VALVES SHALL BE RESILIENT. TAPPING SLEEVES SHALL BE ALL STAINLESS STEEL WITH A STAINLESS STEEL FLANGE OR ALL DUCTILE IRON.14.ALL VALVES SHALL BE INSTALLED IN VALVE VAULT UNLESS OTHERWISE SPECIFIED HAVING A MINIMUM DIAMETER OF 4 FEET BELOW THE CONCENTRIC CONE SECTION. THE VAULTS SHALL BE CONSTRUCTED OF PRECAST CONCRETE RINGS. ALL VALVE VAULTS SHALL BE LEAK PROOF.15.BEFORE BEING PLACED INTO SERVICE, ALL NEW MAINS AND REPAIRED PORTIONS OF, OR EXTENSIONS TO EXISTING MAINS SHALL BE CHLORINATED SO THAT THE INITIAL CHLORINE RESIDUAL IS NOT LESS THAN 50 MG/L AND THAT A CHLORINE RESIDUAL OF NOT LESS THAT 25 MG/L REMAINS IN THE WATER AFTER STANDING TWENTY-FOUR (24) HOURS IN THE PIPE. WATER MAIN TO BE ACCEPTED BY THE TOWN OF SCHERERVILLE BEFORE BEING PLACED INTO SERVICE
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.comSTANDARD CONSTRUCTION DETAILS12MC - SITE5REVISED: 9/20221.5" HMA (9.5MM) SURFACECOURSE PER INDOT SECTION 4008" INDOT #53 CRUSHEDLIMESTONE AGGREGATE BASEPER INDOT SECTION 9043.0" HMA (9.5MM) INTERMEDIATE COURSEPER INDOT SECTION 400COMPACTEDSUB-BASEASPHALT PAVEMENTSECTIONSHEAVY DUTY ASPHALT PAVEMENTSECTIONVALVE BOXINSTALLATIONMC - W8REVISED: 7/2012NOTE:1. RESTRAINT GLANDS REQUIRED ON EACH SIDE OF VALVE IF STUBBED FOR FUTURE CONNECTIONOR PIPE BEND WITHIN TWO PIPE LENGTHS OF VALVE2. VALVE BOX SHALL BE AMERICAN MADE BY EITHER TYLER/UNION OR EAST JORDAN IRON WORKS.WATER MAIN/SERVICETRENCH DETAILMC - W9REVISED: 7/20135.5' MIN. COVER
VARIABLEFINISHED GRADETRENCH WALLUNSUITABLE MATERIAL TO BEREMOVED WHERE DIRECTEDBY ENGINEER AND REPLACEDWITH SUITABLE MATERIALAND COMPACTED.4" COMPACTEDGRANULARBEDDING(#8 STONE)COMPACTED GRANULARBACKFILL MATERIAL(#8 STONE INDOT) TO 4"ABOVE PIPEMECHANICALLY COMPACTEDBACKFILL OF EXCAVATEDMATERIALS. UNDER PAVEMENT,CURB AND GUTTER AND WITHIN2 FEET OF ANY PROPOSEDCURB AND GUTTER ORSIDEWALK SHALL RECEIVETRENCH BACKFILL(B-BORROW ACCORD. TOINDOT)10'510'5SANITARY SEWERTRENCH DETAILMC - SAN 145.5' MIN COVER
VARIABLEFINISHED GRADETRENCH WALLUNSUITABLE MATERIAL TO BEREMOVED WHERE DIRECTEDBY ENGINEER AND REPLACEDWITH SUITABLE MATERIALAND COMPACTED.4" COMPACTEDGRANULARBEDDING(#8 STONE)COMPACTED GRANULARBACKFILL MATERIAL(#8 STONE ACCORD. INDOT)TO 12" ABOVE PIPEMECHANICALLY COMPACTEDBACKFILL OF EXCAVATEDMATERIALS. UNDER PAVEMENT,CURB AND GUTTER AND WITHIN2 FEET OF ANY PROPOSEDCURB AND GUTTER ORSIDEWALK SHALL RECEIVETRENCH BACKFILL(B-BORROW ACCORD. TOINDOT)REVISED: 7/2012
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C09-23-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
FINAL ENGINEERING PLANSPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO. /13 eritCorp
Engineering - Planning - Surveying - Environmental
M G R O U P , L L C
Other Office Locations:
Gurnee, IL
4222 Meridian Parkway, Suite 112
Aurora, IL 60504
Office 630.554.6655
Lic. No. 184-005860
www.meritcorp.comSTANDARD CONSTRUCTION DETAILS13