HomeMy WebLinkAboutC101 Phase 1 Site Plan2
SOUTH LINE SW 1/4
SEC. 28 —N18T —R3E
N89'14'42 "E
N90'00'00 "W
248.10'
SW COR. E. 1/2, SW 1/4
SEC. 28 —N18T —R3E
1/4" IRON ROD
0.4'S 0.8' E
EAST LINE W. 1/2, NW 1/4
SEC. 33 —N18T —R3E
PROPOSED
BRENWICK BUDDING
EXISTING
VILLAGE OF WESTCLAY
VILLAGE CENTER BLOCK "D"
(z)
C\- FUTURE
VILLAGE OF WESTCLAY
MEETING HOUSE
3
4
N89'51'51 "E
s
4
4.
80.83'
5
5
ci
6
6
7
8
LAND DESCRIPTION
A part of the Southwest Quarter of Section 28, Township 18 North, Range 3 East,
Clay Township, Hamilton County, Indiana, described as follows:_
Commencing at the Southwest corner of the East Half of the Southwest Quarter of
said Section 28, thence North 00 degrees 23 minutes 44 seconds West 1113.15 feet;
thence North 90 degrees 00 minutes 00 seconds East 248.10 to a point on the
Northerly Right —of —Way line of East New Market Street in the Village of WestClay
Section 3004 also being the Point of Beginning; thence North 44 degrees 51 minutes
51 seconds East 81.81 feet; thence North 89 degrees 51 minutes 51 seconds East
80.83 feet; thence South 00 degrees 08 minutes 09 seconds East 82.71 feet; thence
North 89 degrees 51 minutes 51 seconds East 18.50 feet; thence South 00 degrees
08 minutes 09 seconds East 18.17 feet; thence South 89 degrees 51 minutes 51
seconds West 8.53 feet; thence South 44 degrees 51 minutes 51 seconds West to
said Right —of —Way line 74.69 feet; thence along said Right —of —Way line North 45
degrees 08 minutes 09 seconds West 135.53 feet to the Point of Beginning containing
0.333 acres more or less.
AREA FOR FUTURE BUILDINGS AND /OR
EXPANSION OF COMMON PARKING LOT
8
178.50'
EXISTING
VILLAGE OF WESTCLAY
VILLAGE CENTER
9
9
10
10
13.50'
6" Chair Bock Curb
0 Asphalt Pavement
0 Concrete Dumpster Pad
0 6 Chair Back Curb w/ Revers Gutter
6' Concrete Service Walk
0 6' Concrete Curb and Walk
O c Edge of Pavement
0 Trash Dumpster w/ Enclosure
O Landscaping
11
Light Pole
ORSEFERRY
ROAD
11
7
12
12
Traffic Flow Arrow
13
EXISTING
VILLAGE OF WESTCLAY
VILLAGE CENTER BLOCK "D"
52. 4F'
13
0 9'x18' w/ 2' Overhang Parking Spaces -48
(FOR HANDICAP)
16'x18' w/ 2' Overhang Parking Spaces -2
L AREA FOR FUTURE BUILDINGS
AND /OR EXPANSION OF
COMMON PARKING LOT
14
HOLEY MOLEY SAYS
"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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
11331ENCIFILMIAIRIK,
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
PROPOSED
BRENWICK
OFFICE BUILDING
S89`51'51 "W
8.53'
N89'51'51 "E
68.00'
190.00'
136.00'
178.00'
AREA FOR FUTURE BUILDING`.
EXPANSION Of COMMON PAR
-4--
./r 51.00'
4_
42.00'
20.40'
0.23'
14
ASSUMED NORTH
SCALE: 1"=20'
0
C�
CO
NO E:
REDUCE EX STING
6" CHAIR BACK
CURB TO 1"
VALLEY CURB.
15
15
14-aarirliEs
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 O.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.
Revisions
000 iNrrra� 4.//s,,
No. r
1
+.w r
9800085
STATE OF
�/0 Nat k;71040
CERTIFIED BY
TF S DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS (MIMED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCIMEIDE:R
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN MOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
1999, The Schneider Corporation
r me Schneider
L J Corporation
12726 Hamilton Grossing Blvd.
Carmel, Indiana
46032
317 -574 -3797
317 -574 -3799 Fax
Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson Assoc.
Date Project No.
08/06/99 1 1238.005
Computer Files
J: \1238\005 \DWGS \C101.DWG
XREF: 005BS.DWG, 30O46S.DWG
XREF: MID -BS -E.DWG
BRENYICK DEVELOPMENT CO.
Brenwick Building
Village of WestClay
PHASE 1
SITE PLAN
Drawn
MG
Sheet No.
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Approv.
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