HomeMy WebLinkAboutC0.0 - Title SheetCIVIL CONSTRUCTION PLANS
Docket No: 20010004 DP Amend/ADCs Amend
PORKOPOLIS & DISTILLERY BUILDING ADDITION
LAKE IPORTER
LAPORTE ST. JOSEPH ELKHART LAGRANGE ISTEUBEN
NOBLE DEKALB
MARSHALL KOSCIUSKO
STARKE
WHITLEY ALLEN
JASPER
NEWTON PULASKI FULTON
MIAMI WABASH HUNTINGTON
WHITE CASS WELLS ADAMS
BENTON CARROL
WARRENLMONTGOMERY
CLINTON
TIPTON
FOUNTAIHAMILTON
BOONE
0
JPARKEHENDRICKSMARION
VIGO I CLAY
OWEN
SULLNAN
GREENE
GRANT
HENRY
WAYNE
ANCOCK
RUSH
FAYETTE UNION
SHELBY
MORGAN JOHNSON
FRANKLIN
DECATUR
BLACK— JAY
FORD
MADISON DELAWARE
RANDOLPH
MONROE IBROWN IBARTHOLOMEW
JACKSON
LAWRENCE
KNOX MARTIN
DAVIESS
_L__ZI RIPLEY
JENNINGS
WASHINGTON �SCOTr I
ORANGE
CLARK
PIKE DUBOIS
/GIBSON CRAWFORDtHA)RRISON
PERRY
POSEY WARRICK
VANDER SPENCER
BURGH
CARMEL ENGINEERING DEPT. NOTE
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JEFFERSO
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.
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DEVELOPMENT SUMMARY
PROPOSED USE: RESTAURANT
TOTAL SITE AREA = 3.56± Ac.
TOTAL DISTURBED AREA = 8,387± SF = 0.19± Ac
PROPOSED BUILDING ADDITION SQUARE FOOTAGE = 3,400± S.F.
TOTAL BUILDING COVERAGE RATIO = 8% OF SITE AREA
REDUCTION OF IMPERVIOUS SURFACE (NET) = 289 S.F.
CURRENT ZONING = 1-1 (INDUSTRIAL)
MAX. FRONT YARD SETBACK DISTANCE = 120'
BUILDING SETBACKS BUILDING SETBACKS REQUIRED
9802 NORTH MICHIGAN ROAD
CARMEL, INDIANA 46032
SOUTH 1/2 OF SECTION 7 -TOWNSHIP 17 NORTH -RANGE 3 EAST
PROJECT VICINITY
BENCHMARK
HORIZONTAL AND VERTICAL CONTROL:
COORDINATE SYSTEM:
US STATE PLANE 1983 (AT GROUND)
PROJECT DATUM:
WORLD GEODETIC SYSTEM (WGS 1984)
VERTICAL DATUM
NAVD 88
ZONE:
INDIANA EAST 1301
GEOID MODEL:
GEOID03 (CONUS)
COORDINATE UNITS US SURVEY FEET
DISTANCE UNITS US SURVEY FEET
HEIGHT UNITS US SURVEY FEET
CONSTRUCTION PLAN INDEX
C0.0
TITLE SHEET
C1.0
EXISTING CONDITIONS & DEMOLITION PLAN
C2.0
SITE PLAN
C2.1
UTILITY PLAN
C2.2
GRADING & DRAINAGE PLAN � STORM SEWER PLAN & PROFILES
C3.0
STORMWATER POLLUTION PREVENTION PLAN
C3.1
STORMWATER POLLUTION PREVENTION DETAILS
C3.2
STORMWATER POLLUTION PREVENTION NOTES
C10.0
GENERAL DETAILS & LANDSCAPE DETAILS
C11.0
SPECIFICATIONS
L1.0
LANDSCAPE PLAN
SL1.0
SITE LIGHTING / PHOTOMETRICS PLAN (PREVIOUSLY APPROVED)
IL 1
PROJECT DEVELOPER:
HEARTLAND OIL
MICHIGAN ROAD, LLC
ATTN : GAVI N HART
3802 WEST 96th STREET
INDIANAPOLIS, IN 46240
PHONE: 317-559-4371
ENGINEER:
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GROUP, INC
160 West Carmel Drive, Suite 240
Carmel, Indiana 46032
Ph: (317) 810-1677 Fax: (317) 810-1679
ARCHITECT:
LAMSON 8s CONDON
8555 CEDAR PLACE DRIVE, SUITE 110
INDIANAPOLIS, IN 46240
ATTN: JIM BURRIS
Ph: (317) 559-4371
FRONT = 57.37' FRONT = 30'
SIDE/REAR = 15.82' SIDE/REAR = 15' SURVEYOR.
ANTICIPATED CONSTRUCTION START/COMPLETION DATEo MILLER SURVEYING INC. 670
948 CONNER STREET
APRIL 1, 2020 / DECEMBER 31, 2020 S
TOTAL PARKING SPACES = 77 NOBLESVILLE INDIANA 46060
PH. # (317) 773-2644 FAX 773-2694
LAND DESCRIPTION
MODERNIZED DESCRIPTION OF REAL ESTATE:
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VICINITY MAP J)
SCALE: 1" = 1000' NORTH
PART OF THE SOUTH HALF OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA DESCRIBED
AS FOLLOWS:
COMMENCING AT A P. K. NAIL AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3
EAST; THENCE NORTH 88 DEGREES 57 MINUTES 24 SECONDS EAST (ASSUMED BEARING) 674.55 FEET TO THE POINT OF INTERSECTION OF THE
SOUTH LINE OF SAID SOUTHEAST QUARTER AND THE CENTERLINE OF MICHIGAN ROAD (US 421, FORMERLY STATE ROAD 29) AT A POINT ON A
CURVE TO THE LEFT, SAID POINT BEING NORTH 69 DEGREES 34 MINUTES 05 SECONDS EAST 121,951.22 FEET FROM THE RADIUS POINT OF
SAID CURVE; THENCE NORTHWESTERLY ON SAID CENTERLINE AND CURVE AN ARC DISTANCE OF 669.01 FEET TO THE NORTHEAST CORNER OF
NORTH AMERICAN PARK SUBDIVISION; THENCE NORTHWESTERLY ON SAID CENTERLINE AND CURVE AN ARC DISTANCE OF 200.01 FEET TO THE
NORTHEAST CORNER OF A 1.40 ACRE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT #9210565 AND THE POINT OF BEGINNING OF THIS
DESCRIPTION:
THENCE SOUTH 86 DEGREES 37 MINUTES 29 SECONDS WEST PARALLEL WITH THE NORTH LINE OF SAID NORTH AMERICAN PARK SUBDIVISION,
609.52 FEET TO A 5/8" IRON ROD WITH YELLOW CAP STAMPED S0083 ON THE EAST RIGHT—OF—WAY LINE OF THE FORMER T. H. I. & E
TRACTION COMPANY; THENCE NORTH 20 DEGREES 31 MINUTES 51 SECONDS WEST ON SAID EAST RIGHT—OF—WAY 299.39 FEET TO A 5/8"
IRON ROD WITH YELLOW CAP STAMPED S0083 ON THE NORTH LINE OF THE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No.
200000000117; THENCE ON SAID NORTH LINE NORTH 86 DEGREES 37 MINUTES 29 SECONDS EAST 607.44 TO THE CENTERLINE OF SAID
MICHIGAN ROAD BEING A NON —TANGENT CURVE WITH A RADIUS OF 121,951.22 FEET OF A CENTRAL ANGLE OF 0 DEGREES 08 MINUTES 27
SECONDS; THENCE ON THE ARC OF SAID CURVE 300.00 FEET WITH A CHORD BEARING SOUTH 20 DEGREES 54 MINUTES 39 SECONDS EAST
300.00 FEET TO THE POINT OF BEGINNING, CONTAINING 4.00 ACRES, MORE OR LESS.
PARCEL 1 , TITLE COMMITMENT SCHEDULE A
INST# 200000000117 (NORTH TRACT) OPERATING AUTHORITY
PARCEL 2 , TITLE COMMITMENT SCHEDULE A
INST# 200000000116 (SOUTH TRACT)
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DATE: 01 /07/2020
CITY OF CARMEL DEPT. OF ENGINEERING
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
PHONE: 317-571-2441 FAX: 317-571-2439
EXISTING RIGHT-OF-WAY NOTE
DAMAGE TO THE 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.