HomeMy WebLinkAboutC2.0 - Site PlanI,
ADJBBUILDING INER EXISTING
MICHIGAN
FLOOD NOTE
UTILITY LOCATE NOTE
SITE LAYOUT NOTES
REALTY PARTNERS LLC ADJB�IERS LD NGXISTING
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE
NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS.
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB/SIDEWALK,
RADII TO BACK OF CURB, WHERE APPLICABLE.
4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS
FOR ACTUAL BUILDING DIMENSIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE
FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE
ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR
SHALL CONTACT THE ENGINEER IMMEDIATELY.
6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS
AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING
PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE
DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY
SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW
ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
7. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH
GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS
SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1" FROM
PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE
GRASS SEED HAS BEEN PLANTED.
8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS
WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE
DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING
CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE.
9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY
BACKFILLED WITH GRANULAR BACKFILL.
10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS.
11. ALL PARKING SPACE DIMENSIONS ARE TO BE 9' WIDE BY 18' DEEP UNLESS
OTHERWISE SPECIFIED.
CONTRACTOR NOT
I
I
IADJOINERS ASPHALT
PARKING LOT
S 86°37129"
MICHIGAN
NU CAK I I-1 UI5 1 UKbINU AU I IVI I Y MAY UUMNILINJUL
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
PAVEMENT NOTE
ALL JOINTS BETWEEN EXISTING AND NEW PAVEMENT TO BE FILLED WITH HOT
POURED RUBBER JOINT SEALER PRODUCT. HOT POURED RUBBER JOINT SEALER
SHALL BE ONE OF THE FOLLOWING (OR APPROVED EQUAL):
• ROADSAVER 221; CRAFCO INC.
• PRODUCT #9905 or #9030; KOCH MATERIAL COMPANY
• SEALTIGHT HI -SPEC; W.R. MEADOWS, INC.
TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER
SURVEY DATA PROVIDED BY MILLER SURVEYING, INC.; THEREFORE, CIVIL SITE
GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND
VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS
REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE
ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE
IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY
ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
ADJBUNERS ILD NGXISTING
REALTY COMPANY
LLC;
ADJOINERS ASPHALT DASHED LINE DENOTES DISTURBED AREA
PARKING LOT CONSTRUCTION LIMITS = 0. 9 +/- ACRES
I ANn nFRC:RIPTION
MODERNIZED DESCRIPTION OF REAL ESTATE
OWNER— '
HEARTLAND OIL MICHIGAN ROAD, LLC
3802 WEST 96th STREET, SUITE 110
\ \ INDIANAPOLIS, IN 46240
ATTN: GAVIN HART
•• — (317) 559-4371
WESTERLY R/W LINE OF
US HIGHWAY 421 AS PER ENGINEER:
INST# 2000-18828 ''''� \ "';�- - - - CIVIL SITE GROUP, INC.
160 WEST CARMEL DRIVE
SUITE 240
CARMEL, INDIANA 46032
(317) 810-1677
SURVEYOR:
MILLER SURVEYING, INC.
948 CONNER STREET
NOBLESVILLE, INDIANA 46060
(317) 773-2644
\\ \\ ARCHITECT:
A NORTH LAMSON & CONDON ARCHITECTS
ATTN: JIM BURRIS
\ o \ \ \ 8555 CEDAR PLACE DRIVE, SUITE 110
Q_ \ 30 0 15 30 INDIANAPOLIS, IN 46240
(317) 559-4371
B IN FEET )
D \ \ "' 1 inch = 30 ft.
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)
PARCEL 2 , TITLE COMMITMENT SCHEDULE A
INST# 200000000116 (SOUTH TRACT)
1• 9 \ \ ;`''+;- UTILITY RE
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LEGEND:
PROPERTY BOUNDARY
RIGHT-OF-WAY
BUILDING SETBACK
EASEMENT
LIMITS OF DISTURBANCE
(CONSTRUCTION LIMITS)
EXISTING/PROPOSED CONCRETE
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
SEE DETAIL 02/C10.0
CARMEL ENGINEERING DEPT. NOTE
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.
PI AN NjnTF.q-
CONCRETE SIDEWALK
SEE DETAIL 01 /C10.0.
STRAIGHT CONCRETE CURB
SEE DETAIL 10-13/C10.0.
EXISTING BICYCLE RACKS (QTY. 5).
HEAVY DUTY ASPHALT PAVEMENT
SEE DETAIL 02/C10.0.
2' CONCRETE APRON w/2 BOLLARDS
SEE DETAILS 04/C10.0 & 05/C10.0.
DEVELOPMENT SUMMARY
SITE ACREAGE = 3.56 +/- ACRES
PRIMARY ZONING = INDUSTRIAL (1-1)
SECONDARY ZONING = US HIGHWAY 421 -
MICHIGAN ROAD CORRIDOR OVERLAY ZONE
PROPOSED BUILDING ADDITION = 3,400 S.F.
EXISTING PORKOPOLIS = 3,317 S.F.
EXISTING C-STORE = 4,996 S.F.
ALL BUILDINGS = 11,713 (TOTAL)
REDUCTION OF IMPERVIOUS SURFACE (NET) = 289 S.F.
REQUIRED PARKING
- RETAIL SALES / GENERAL SERVICES
*4,996 S.F. (1 SPACE / 200 S.F.)
**25.0 REQUIRED PARKING SPACES
- RESTAURANT WITHOUT DRIVE-THRU
*6,717 S.F. (1 SPACE / 2.5 PATRON SEATS +
1 PER EMPLOYEE LARGEST SHIFT)
**42 REQUIRED PARKING SPACES
(80 SEATS + 10 EMPLOYEES)
TOTAL REQUIRED PARKING = 67 SPACES
TOTAL PROVIDED PARKING = 77 SPACES
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PROJECT NUMBER
HHR.002
DRAWING NUMBER
C2mO
SHEET 3 OF 12
DWN BY:
KPB
CHKD. BY:
EAG
SCALE:
1 to = 30'
DATE:
12 11 19