HomeMy WebLinkAbout04090012 VOWC Sec. 3004 BLK E - Brenwick Realty, Construction Plans pg. 02DATE:
9/07/04
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SITE PLAN
DRAWING FILES:
N: \1238 \035 \DWGS \C101.DWG
XREF: 026 B.DWG, 029- 8S.DWG
XREF: 3001ABS.DWG, 3004BS.DWG
XREF: 035 BS.DWG
SHEET NO.:
iL
f
A]
R
I
DATE:
9/07/04
PROJECT NO.:
1238.035
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SITE PLAN
DRAWING FILES:
N: \1238 \035 \DWGS \C101.DWG
XREF: 026 B.DWG, 029- 8S.DWG
XREF: 3001ABS.DWG, 3004BS.DWG
XREF: 035 BS.DWG
SHEET NO.:
iL
ORS
BUILDING
CD
LC)
L�
N
PROP. 15' S
UNDEVELOPED
GRASS
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS OF UTILITY SERVICE LINES.
SAWCUT EXISTI \G 6"
CHAIRBAC< CURB TO
FORv1 VALLEY GUTTER
(28 L.F.)
EX. 5' D„&S
EXIST. STREET LIGHT
C
EX. 6" C
JRB
AIRBACK
BR
EHHHV ROAD
\89°51'51" 111.10'
\W
1,
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00'
5.50'
00
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36.04'
89°5
3.00'
51
N89 °51'51 "E
33.00'
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PROPOSED
BUILDING
78.0
D
RETAIL -1,680 SQ. FT.
OFFICE-1,680 SQ. FT.
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42 00'
EXISTING VILLAGE OF
WESTCLAY SECTION 3004
BLOCK "D"
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PROP 1.`.•' S
EXIST. S
ET LID
BLOCK "E"
EXISTING VILLAGE OF
WESTCLAY 3001 —A
THE VILLAGE CENTER PART 2,
X D
Part of B ock "D" in tne Vi age of West C ay,
3304 as recorded in nstrument 9965089, P
Office of tne Recorder of ami ton County, nc
Commencing at the soutneast corner of saic B ocK "D thence Soutn 89
degrees 51 minutes 51 seconds West along the south line of saic B ocK "D" a
distance of 167.83 feet to the Point of Beginning; thence continuing Soutn 89
cegrees 51 minutes 51 seconcs West along said soutn line a distance of 33.00
feet; thvice Nortn 00 degrees 08 minutes 09 seconcs West a cistance of
76.84/eet; thence North 89 cegrees 51 minutes 51 seconds East parallel with
saic line a distance of 33.00 feet; tnence Soutn 00 degrees 08 minutes
09 /seconds East a cistance of 76.84 feet to the Point of Beginning, containing
0.058 acres, more or ess.
v
&S
EXISTING BROCCOLI
BILLS BUILDING
LAND DESCRIPTION
BRENWICK REALTY BUILDING
S0
OF BLOC
Vi
-A
ST COR
11 11
cge of WestClc
T VLLACI C-\
PART 1, SCTO\
3004.
tne Vi age Center, Part 1, Section
at Cabinet 2 Slide 3L5 in the
Tana, describec as fo ows:
-R
T
Y�
TER,
S89°51 '51 "W
167.8
OPSPiRRV
ROAD
1
Q
CD
0
0
0
0
0 0
0
ASSUMED NORTH
SCALE: 1 =10
ICrIE
6" Chairback Curb
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 IC- 8- 1 -26 -1
ET SEQ. AS AMENDED AND SUPPLEMENTED,
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
IN
ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
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.
SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND
CONTRACTION JOINTS LOCATIONS.
DOCKET NO. 0000000 TAC
BUILDING ADDRESS: HORSEFERRY ROAD
Asphalt Pavement
6" Extruded Concrete Curb
6" Chairback Curb w/ Reverse Gutter
6' Concrete Service Walk
Handicap Ramp
Edge of Pavement
Trash Dumpster w/ Enclosure
Landscaping
8' x23' w/ 2' Parallel Parking Spaces 4
8'x18' w/ 2' Overhang Parking Spaces -2
(FOR HANDICAP)
Traffic Flow Arrow
Light Pole
00„
,1 N 1111 I I I I I 1 :Nil
0011 T
0000075
STATE OF
/ND!
'A S S ANAL
/Il u irrluImIIk'
E i44%**04, T
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 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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