HomeMy WebLinkAboutSet of Civil Engineer PlansCOPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C07-08-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
PRELIMINARY ENGINEERINGPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO./6 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
08-12-2022 REVISED PER CITY COMMENTS COLLEGE PARK CHURCH OUTDOOR VENUEPRELIMINARY 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 CONDITIONS3GEOMETRIC PLAN4GRADING PLAN5DETENTION GRADING PLAN6UTILITY PLANPROJECTSITEUS-465RT - 421106 STW 96TH STREETSHELBORNE RDTOWNE RDVICINITY MAP(NOT TO SCALE)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 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.MASTER NOTES1. PRIOR TO BID, THE CONTRACTOR SHALL VERIFY CONFORMANCE BETWEEN PLANS AND THE ABOVE REFERENCED CODES. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER OF ANY DISCREPANCIES PRIOR TO BID.2. IN THE EVENT OF A CONFLICT BETWEEN THESE VARIOUS STANDARDS, MUNICIPAL STANDARDS SHALL APPLY.3. ALL TRAFFIC CONTROL AND OTHER ADVISORY SIGNS NEEDED FOR CONSTRUCTION ARE TO BE FURNISHED BY THE CONTRACTOR IN ACCORDANCE THE INDOTSTANDARD SPECIFICATIONS.4. ALL WORK PERFORMED SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF OSHA.5. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING 811 AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. ALL UTILITIES MUST BESTAKED/LOCATED BEFORE CONSTRUCTION.6. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE MUNICIPALITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 48 HOURS BEFORE CONSTRUCTIONACTIVITIES. A 48-HOUR NOTICE MUST BE PROVIDED FOR INSPECTIONS AND TESTS. CITY STAFF MUST OPERATE ALL WATERMAIN VALVES AND HYDRANTS ONLY.7. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL SURVEYING MONUMENTS UNTIL THE OWNER, THEIR AGENT OR A LICENSED SURVEYOR HASWITNESSED OR OTHERWISE REFERENCED THEIR LOCATIONS.8. THE CONTRACTOR SHALL BE AWARE OF POTENTIAL CONFLICTS WITH EXISTING UTILITIES AS MAY BE INDICATED ON THE PLANS. THESE AREAS SHALL BEEXCAVATED TO DETERMINE ELEVATIONS BEFORE BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.9. SAWING OF REMOVAL ITEMS AS NOTED IN THE PLANS OR AS REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT OF THEITEM BEING REMOVED AND NO EXTRA COMPENSATION WILL BE ALLOWED.10. ALL ROAD SIGNS, STREET SIGNS AND TRAFFIC SIGNS WHICH NEED TO BE RELOCATED OR MOVED DUE TO CONSTRUCTION SHALL BE TAKEN DOWN ANDSTORED BY THE CONTRACTOR AT HIS OWN EXPENSE EXCEPT THOSE WHICH THE PERMIT AGENCY SHALL REQUIRE TO BE TEMPORARILY RESET UNTILCOMPLETION OF CONSTRUCTION OPERATIONS. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, RESET ALL SAID SIGNS ATTHE LOCATIONS DESIGNATED BY THE PERMIT AGENCY ENGINEER.11. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. ANY STAKES DESTROYED BY THE CONTRACTORPRIOR TO THEIR USE SHALL BE RESET BY THE OWNER'S ENGINEER AT A COST TO BE BORNE BY THE CONTRACTOR THAT DESTROYED THE STAKES.12. CONTRACTOR SHALL USE CARE NEAR ANY AND ALL EXISTING ITEMS WHICH ARE NOT INDICATED TO BE REMOVED OR MODIFIED. ANY DAMAGE DONE TOTHESE ITEMS BY CONTRACTORS OPERATIONS SHALL BE REPAIRED AND/OR RESTORED BY THE CONTRACTOR AT THE CONTRACTORS OWN EXPENSE.13. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE OWNER, THE PERMIT AGENCY AND ITS OFFICERS, EMPLOYEES, AND AGENTS, AND THEOWNER'S ENGINEERS, FROM AND AGAINST ALL LOSSES, CLAIMS, DEMANDS, PAYMENTS, SUITS, ACTIONS, RECOVERIES AND JUDGMENT OF EVERY NATURE ANDDESCRIPTION BROUGHT OR RECOVERED AGAINST THEM, BY REASON OF ANY ACT OR OMISSION OF SAID CONTRACTOR, HIS AGENTS OR EMPLOYEES, IN THEEXECUTION OF THE WORK OR IN THE GUARDING OF IT.14. BURNING ON THE SITE IS NOT PERMITTED.15. ALL IMPROVEMENTS SHOWN ON THE PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR .16. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.17. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROADPROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINESREQUIRED TO BE RELOCATED WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.18. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/ REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY. 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 35' TBD PR. FLOOR AREA 4663± GROSS S.F.
EXISTING CONDITION PLAN2 NORTH1" = 30'GRAPHIC SCALECOPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C07-08-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
PRELIMINARY ENGINEERINGPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO./6 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
08-12-2022 REVISED PER CITY COMMENTSNOTES1. 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'
GEOMETRIC PLAN3 NORTH1" = 30'GRAPHIC SCALECOPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C07-08-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
PRELIMINARY ENGINEERINGPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO./6 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
08-12-2022 REVISED PER CITY COMMENTSHEAVY 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 35' TBD PR. FLOOR AREA 4663± GROSS S.F.
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C07-08-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
PRELIMINARY ENGINEERINGPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO./6 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
08-12-2022 REVISED PER CITY COMMENTS
GRADING PLAN4 EMERGENCY OVERLAND FLOOD ROUTETOP OF FOUNDATIONT/FGARAGE FLOORG/FEDGE OF PAVEMENTEPTOP OF CURBTCTOP OF DEPRESSED CURBTDCMATCH EXISTINGM.E.LEGENDGRADING CONTOURDRAINAGE FLOW ARROWNORTH1" = 30'GRAPHIC SCALE
PROPOSED DEVELOPMENT AREANORTH1" = 60'GRAPHIC SCALE5DETENTION GRADING PLAN EXISTING DETENTION VOLUMEPROPOSED POND EXPANSIONDETENTION VOLUMECOPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C07-08-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
PRELIMINARY ENGINEERINGPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO./6 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
08-12-2022 REVISED PER CITY COMMENTS
COPYRIGHT C 2022DATE: DESCRIPTION: eritCorpM G R O U P , L L C07-08-2022 ISSUED FOR REVIEW COPYRIGHT C 2022COLLEGE PARK CHURCH OUTDOOR VENUE
2606 WEST 96TH STREET
CARMEL, INDIANA
PRELIMINARY ENGINEERINGPROJECT NO. M20027 eritCorpM G R O U P , L L CDRAWN BY:JDSCHECKED BY:CLSSHEET NO./6 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
08-12-2022 REVISED PER CITY COMMENTS
UTILITY PLAN6 TELEPHONE LINEELECTRIC LINEGAS LINESANITARY LINEWATER LINESANITARY MANHOLEFIRE HYDRANTBUFFALO BOXGAS VALVECLEAN OUTLEGENDVALVE VAULTNORTH1" = 30'GRAPHIC SCALESTORM SEWERSTORM FLAREDEND SECTION