HomeMy WebLinkAboutC101 Site PlanI
1
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SITE PLAN
DRAWING FILES:
N: \1238 \029 \DWGS \C101.DWG
XREF: 026 B.DWG, 029 BS.DWG
XREF: 3001ABS.DWG, 3004BS.DWG
XREF: 1238029T.DWG
XREF: MID- BS- BLK -E.DWG
SHEET NO.:
C .0.....b..C....a...a.
1
DATE:
02/02/04
PROJECT NO.:
1238.029
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SITE PLAN
DRAWING FILES:
N: \1238 \029 \DWGS \C101.DWG
XREF: 026 B.DWG, 029 BS.DWG
XREF: 3001ABS.DWG, 3004BS.DWG
XREF: 1238029T.DWG
XREF: MID- BS- BLK -E.DWG
SHEET NO.:
C .0.....b..C....a...a.
PLANTER
1 1 1
C
art of Block "E" 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:
Beginning at the southwest corner of said Block "E" said point being on a non tangent curve to the right having a radius of 962.50, the radius point
of which bears North 85 degrees 28 minutes 45 seconds East; thence northerly along said curve and along the west line of said Block "E" an arc
distance of 73.66 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 said west line a distance of 51.41 feet; thence North 89 degrees 51 minutes 51 seconds East parallel with the
southerly line of said Block "E" a distance of 80.50 feet; thence South 00 degrees 08 minutes 09 seconds East parallel with said westerly line of said
Block "E" a distance of 49.33 feet; thence North 89 degrees 51 minutes 51 seconds East parallel with said southerly line a distance of feet 98.15
feet; thence South 00 degrees 08 minutes 09 seconds East parallel with said westerly line of said Block "E" a distance of 75.67 feet to the south line
of Said Block "E thence South 89 degrees 51 minutes 51 seconds West along with the southerly line of said Block "E" a distance of 175.83 feet to
said west line and to the Point of Beginning. Containing, 17,420 square feet (0.40 acres), more or less.
32.00' 0
N
EX. TREE
TO BE.... RELOCATED
S00'08'09 "E
51.41
EX. TREE
EX. TREE
R= 962.50'
L=73.66'
A= 4'23'06"
S02'19'42 "E
SOUTHWEST CORNER OF BLOCK "E" IN
THE Village of WestClay, THE VILLAGE
CENTER, PART 2, SECTION 3001 —A.
EX. TREE
w
X
LAND DESCRIPTION
STERKX BUILDING
EXISTING VILLAGE OF
WESTCLAY SECT&N 3—A
THE VILLAGE CENI[EFLPAIT 1
BLOCK 1E"
I 1 I
L
0
0
0
cr)
S00'08'09 "E
51.41
R= 962.50'
L= 73.66'
A= 4'23'06"
S0219'42 "E
SE
EX. 5' DU &SE
RETAIL 8,721 SQ. FT.
APARTMENTS 9,692 SQ. FT.
PROPOSED
BUDDING
FFE= 893.05
BANK 2,120 SQ. FT.
'I!
F
S
L y
SB. R
�F
N8951 51 E
U
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 —A
THE VILLAGE CENTER PART 2,
BLOCK "E"
80.50'
9.80'
5' SE
N)
1
1
1
1
1
1
1
S89°51'51 "W
BUILDING TIES DETAIL
SCALE: 1" 20'
DOCKET NO. 0402003 TAC
1I
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS OF UTILITY SERVICE LINES.
co
CO
o
(1)
O
ASSUMED NORTH
SCALE: 1 20
CCTIEN
HOLEY MOLEY SAYS
fe DON'T
DIG
BLIND
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC-8-1--26-1
ET SEQ. AS AMENDED AND SUPPLEMENTE
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
IN
1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE
TO 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.
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 TO 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
Asphalt Pavement
2' Chairback Curb and Gutter
6" Extruded Concrete Curb
Existing Curb Cut Required
(Valley Gutter)
Concrete Pavement
24'x15' Concrete Pad
Concrete Walk
0 Water Meters Flush with Payment
Electric Transformers
14'x14' Trash Contianment Area
O 2' Chairback Curb w /out Gutter
O Handicap Ramp
Q 9' x 18' w /2' Overhang Parking Spaces 37
O 9' x 18' w /2' Overhang Handicap
Parking Spaces 2
Traffic Flow Arrow
11111111
S ON T.
No.
r3 0000075
STATE OF
%SSiONAL
E fisvas,
DATE: 2/2/04
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 WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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