HomeMy WebLinkAboutC101 Site PlanDATE:
11/06/01
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SITE PLAN
DRAWING FILES:
N:\1238\020\DWGS\C101.DWG
XREF: 020—BS.DWG
XREF: 012BS.DWG
XREF: MID—BS.DWG
XREF: 3001ABS.DWG
SHEET NO.:
C 11.01.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND'
"IT'S THE LAW
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382
CALL TOLL FREE
PER INDIANA STATE LAW IS-69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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11 EXISTIN 0 VILLAGE OF 1,1, I
1 WE–STGLAY SECTION---30-0-1 T
1; THE VILLAGE CENTER PA 2, 1
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BLOCK "F"
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70.00'
1 PROPOSED
1 BUILDING
BUILDING 2— 3,570 S.F.
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LAND DESCRIPTION
COMMERCIAL-APARTMENT BUILDING #2
A part of Block "F" of the Village of WestClay, Section 3001—A, Village Center, Part 2, the Secondary Plat of which is Recorded as Instrument Number 199909969687, Plat
Cabinet 2, Slide 363, in the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township,
Hamilton County, Indiana, described as follows:
Commencing at the southeast corner of said Block "F"; thence along the easterly boundary of said Block "F" on a non—tangent curve to the right having a radius of 1037.50
feet, the radius point of which bears North 89 degrees 01 minutes 06 seconds East; thence northerly along said curve an arc distance of 69.64 feet to a point which bears
South 89 degrees 51 minutes 51 seconds West from said radius point; thence North 00 degrees 08 minutes 09 seconds West along the easterly line of said Block "F" a distance
of 86.30 feet to the Point of Beginning; thence South 89 degrees 51 minutes 51 seconds West parallel with the southerly line of said Block "F" a distance of 85.50 feet; thence
North 00 degrees 08 minutes 09 seconds West parallel with the easterly line of said Block "F" a distance of 66.00 feet; thence North 89 degrees 51 minutes 51 seconds East
parallel with said southerly line a distance of 85.50 feet to said east line; thence South 00 degrees 08 minutes 09 seconds East along said east line 66.00 feet to the Point of
Beginning. Containing 5,643 square feet (0.130 acres), more or less.
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EXISTING BUILDING
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EXISTING VILLAGE OF
WESTCLAY SECTION
3001—C
ETTSBURY STREET
EXIST. 5' R/W
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ASSUMED NORTH
SCALE: 1"=20'
0 6" Chairback Curb
Asphalt Pavement
Edge of Pavement
Concrete Service Walk
C) Handicap Ramp
0 Trash Dumpster w/ Enclosure
Concrete Pad for Trash Sumpster
Landscaping
0
0
Light Pole
7
„6
Existing Pavement
6" Chairback Curb
W/ out Gutter
9' x 20' Parking Spaces 20
9' x 20' Parking Spaces 2
(FOR HANDICAP)
Traffic Flow Arrow
1/4
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1 1
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89'51'51
ETTSB
85.50'
70.00'
PROPOSED
BUILDING
j BUILDING 2— 3 570 S.F.
PARCEL 5,643 S.F.
1. ALL RADIUS AND OTHER DIMENSIOt S FOR 6" STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
2. Al I AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE
10 BACK OF CURB
3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
S8 4 31 51"W
70.00 85.50'
SOUTHEAST CORNER OF BLOCK "F" IN THE
VILLAGE OF WESTCLAY, THE VILLAGE
CENTER, PART 2, SECTION 3001.7A
,RY SIR
c",--B No=
4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH
LOCAL GOVERNING AUTHORITIES.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
7. ALL DIMENSIONS 10 THE BUILDINGS ARE TO THE OUTSIDE OF
THE BUILDING FOUNDATION WALL.
8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS
BUILDING SQUARE FOOTAGE.
9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
10. SERVICE WALKS SHALL BE NON—REINFORCED CONCRETE 4"
THICK AND WIDTH AS INDICATED ON PLANS.
11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND
CONTRACTION JOINTS LOCATIONS.
1'!
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POINT OF
BEGINNING
N0008'09"W
86.30'
EXIST.
R=1037.50'
L-69.64'
A=3'50
SOTO3'32"E
R/W
6 's/oNA1_
9800085
i E
STATE OF
7 4.4(</..
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRI I ILN CONSENT OF THE SCHNEIDER
CORPORATION.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
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Transportation Engineering
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