HomeMy WebLinkAbout06060023 01 C101 Site Plan1
BILL ESTES CHEVROLET, INC.
4105 W. 96th STREET, INDIANAPOLIS, INDIANA 46268
PROJECT NO.:
3502.003
DRAWN BY:
RJS
CHECKED BY:
ALF
SHEET TITLE:
SITE PLAN
DRAWING FILES:
S: \3k \3502 \003 \dwgs \C101.dwg
XREF: S: \3k \3502 \001 \dwgs \plat.dwg
XREF: S: \3k \3502 \001 \dwgs \3502001.dwg
XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg
XREF: S: \3k \3502 \003 \dwgs \003bs.dwg
XREF: S: \3k \3502 \003 \dwgs \Titlel .dwg
SHEET NO.:
+r'
1s
E'A
3IGA1
SUMMARY TABLE
ZONING ON AUTO SALES PARCEL: B2
PROPOSED BUILDING: 7150 S.F.
REQUIRED PARKING FOR AUTO SALES:
1 SPACE /300 S.F. NET EAST BUILDING 24 P.S.
1 SPACE /2000 S.F. OUTDOOR SALES 11 P.S.
(22,000 SF
TOTAL PARKING SPACES REQUIRED 35 P.S.
PROVIDED PARKING FOR AUTO SALES:
STANDARD PARKING SPACE: 189 P.S.
HANDICAP PARKING SPACE: 2 P.S.
TOTAL PARKING SPACES PROVIDED: 191 P.S.
ZONING ON AUTO SALES PARCEL: 11
EXISTING BUILDING: 12,773 S.F.
REQUIRED PARKING FOR AUTO DETAILING:
2 SPACES /BAY WEST BUILDING 6 P.S.
1 SPACE /12 EMPLOYEES WEST BUILDING 12 P.S.
TOTAL PARKING SPACES REQUIRED 18 P.S.
PROVIDED PARKING FOR AUTO DETAILING:
STANDARD PARKING SPACE: 23 P.S.
HANDICAP PARKING SPACE: 1 P.S.
TOTAL PARKING SPACES PROVIDED: 24 P.S.
EXISTING BUILDING
12,773 SF
4310 W. 96th STREET
EXI$11NG
PARKING
EXISTING
PARKING
D
0
EXISTING POND
NP=
EXISTING
PARKING
co
EXISTING
PARKING
g EXISTING
DRIVE
O
9.0'
0
0
0
0
CTRWD
LIFT STATION
18
EXISTING POND
NP=
Existing Utility Pole
Existing frees
Existing Fence
Pavement Within Right of Way
Heavy Duty Pavement
Concrete Pavement
6" Straight Curb
Landscape Island
Curb Walk
Walk
Handicap Ramp
Handicap Parking Sign
Light Duty Pavement
Pavement Striping
10'X18' Parking Spaces
10'X18' Parking Spaces
(A.D.A. REQUIREMENTS)
EXISTING BUILDING
4306 W. 96th STREET
(NOT INCLUDED)
SE "INTOMS
1 ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB
AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB.
2. ALL RADII 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 THE PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS
OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND 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
BUILDING FOUNDATION WALL.
B. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
9. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK.
10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS
AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE
TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL
JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR
LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS.
S
so- O
�g 0
2� 0' 0 PROPOSED BUILDING
7150 SF
o_ 9884 MICHIGAN ROAD
B
63 El
1i 0 1 1 1
r
S1Dt. ARD
SIDEYARD
WEST 96 TH STREET
N
EXISTING
DRIVE
O
DISCLAIMER FOR THE USE OF DIGITAL RLES
THE INFORMATION CONTAINED WITHIN THIS DISK OR
ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER
CORPORATION'S ELECTRONIC FILES.
By accepting delivery of this Digital File, the receiver agrees to indemnify
and hold harmless The Schneider Corporation, their clients, officers, agents,
and employees from and against any damages, including but not limited to
reasonable attorney's fees, resulting from the use, distribution, change, or
modification of the information contained within without the express written
permission from The Schneider Corporation.
The receiver further understands that the information that may be included
within is subject to periodic revisions by The Schneider Corporation or the
Client and therefore the information contained within is not warranted in any
way.
II�T� IDICRIEFTJIOJM
Subject to easements and rights of way.
ASSUMED NORTH
SCALE: 1 50
HOLEY MOLEY SAYS
"DON'T
DIG
BL1NDn
'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.
Part of Lot Number 3 in North American Park plat thereof recorded as Instrument Number 8926488 in Plat
Cabinet 1, Slide 69 in the Office of the Recorder of Hamilton County, Indiana, and part of the south half of Section
7, Township 17 North, Range 3 East in said Hamilton County, more particularly described as follows:
Commencing at the southwest corner of said Southeast Quarter Section; thence North 88 degrees 56 minutes 05
seconds East (assumed bearing) along the south line thereof 273.49 feet; thence North 01 degree 03 minutes 55
seconds West a distance of 49.05 feet to the Point of Beginning which point lies on the proposed south right of
way line of West 96th Street per Project number STP- 135 2(008); thence continuing North 01 degree 03 minutes
55 seconds West a distance of 110.50 feet to a point on the southerly line of said Lot Number 3, the following
seven courses are along the southerly, westerly and northerly lines of said Lot; (1) thence South 86 degrees 36
minutes 10 seconds West a distance of 270.97 feet to the southwest corner of said Lot 3; (2) thence North 20
degrees 36 minutes 05 seconds West a distance of 102.69 feet to the northwest corner of said Lot; (3) thence
North 76 degrees 20 minutes 18 seconds East a distance of 280.07 feet; (4) thence North 17 degrees 43 minutes
37 seconds East a distance of 19.73 feet; (5) thence North 77 degrees 57 minutes 23 seconds East a distance of
28.19 feet; (6) thence North 11 degrees 21 minutes 22 seconds West a distance of 22.09 feet; (7) thence North
74 degrees 25 minutes 13 seconds East along the north line of said Lot 3 a distance of 190.30 feet to the
proposed westerly right of way of U.S. 421 (Michigan Road) per Project number STP -135- 2(008), the following
seven courses are along the said proposed westerly right of way line of U.S. 421 and said proposed southerly right
of way line West 96th Street; (1) thence South 18 degrees 42 minutes 26 seconds East a distance of 192.92 feet;
(2) thence South 21 degrees 43 minutes 02 seconds East a distance of 49.06 feet; (3) thence North 89 degrees
05 minutes 27 seconds East a distance of 0.97 feet to a point on the south line of said Lot 3; (4) thence South
21 degrees 45 minutes 00 seconds East a distance of 80.00 feet; (5) thence South 12 degrees 12 minutes 19
seconds West a distance of 27.10 feet; (6) thence South 53 degrees 23 minutes 49 seconds West a distance of
28.22 feet; (7) thence South 88 degrees 10 minutes 15 seconds West along said proposed south right of way line
a distance of 258.39 feet to the point of beginning, containing 2.667 acres, more or less.
WARRANTY DEED 20000003881 FILED FOR RECORD IN HAMILTON COUNTY
Part of the Southwest and Southeast Quarters of Section 7, Township 17 North, Range 3 East, in Clay Township,
Hamilton County, Indiana described as follows:
Commencing at a point on the South line of said Southwest Quarter Section being North 90 degrees 00 minutes
00 seconds East (assumed bearing) 2040.85 feet from the Southwest corner of said Southwest Quarter Section;
thence North 09 degrees 23 minutes 40 seconds West 395.32 feet to the Point of Beginning; thence North 86
degrees 31 minutes 51 seconds West 9.23 feet; thence North 09 degrees 23 minutes 40 seconds West 692.32
feet; thence North 88 degrees 08 minutes 16 seconds East 251.45 feet; thence South 19 degrees 33 minutes 03
seconds East 1083.13 feet; thence North 89 de;:. es 59 minutes 06 seconds East, parallel with the South line of
Southeast Quarter Section, 40.00 feet; thence South 19 degrees 33 minutes 03 seconds East 33.00 feet; thence
South 89 degrees 59 minutes 06 seconds West, parallel with said South line 40.00 feet; thence South 19 degrees
33 minutes 03 seconds East 31.83 feet to a point on the South line of said Southeast Quarter Section; thence
South 89 degrees 59 minutes 06 seconds West 55.52 feet to the Southeast corner of said Southwest Quarter
Section; thence South 90 degrees 00 minutes Off. seconds West along the South line of said Southwest Quarter
Section 265.93 feet; thence North 00 degrees minutes 54 seconds East 391.16 feet; thence South 89 degrees
39 minutes 55 seconds West 194.29 feet to the v oint of beginning, and containing 7.304 acres, more or less.
NOTE: The acreage shown above is included for oesc, purpos, s only.
Subject to taxes for 1999, due and payable in May and November 2000, and subject to taxes payable thereafter.
Subject to covenants, agreements, easements, restrictions and rights of way of record.
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. (2006)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GI S LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
6/16/09
PROJECT NO.:
3502.003
DRAWN BY:
RJS
CHECKED BY:
ALF
SHEET TITLE:
SITE PLAN
DRAWING FILES:
S: \3k \3502 \003 \dwgs \C101.dwg
XREF: S: \3k \3502 \001 \dwgs \plat.dwg
XREF: S: \3k \3502 \001 \dwgs \3502001.dwg
XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg
XREF: S: \3k \3502 \003 \dwgs \003bs.dwg
XREF: S: \3k \3502 \003 \dwgs \Titlel .dwg
SHEET NO.:
+r'
1s
SUMMARY TABLE
ZONING ON AUTO SALES PARCEL: B2
PROPOSED BUILDING: 7150 S.F.
REQUIRED PARKING FOR AUTO SALES:
1 SPACE /300 S.F. NET EAST BUILDING 24 P.S.
1 SPACE /2000 S.F. OUTDOOR SALES 11 P.S.
(22,000 SF
TOTAL PARKING SPACES REQUIRED 35 P.S.
PROVIDED PARKING FOR AUTO SALES:
STANDARD PARKING SPACE: 189 P.S.
HANDICAP PARKING SPACE: 2 P.S.
TOTAL PARKING SPACES PROVIDED: 191 P.S.
ZONING ON AUTO SALES PARCEL: 11
EXISTING BUILDING: 12,773 S.F.
REQUIRED PARKING FOR AUTO DETAILING:
2 SPACES /BAY WEST BUILDING 6 P.S.
1 SPACE /12 EMPLOYEES WEST BUILDING 12 P.S.
TOTAL PARKING SPACES REQUIRED 18 P.S.
PROVIDED PARKING FOR AUTO DETAILING:
STANDARD PARKING SPACE: 23 P.S.
HANDICAP PARKING SPACE: 1 P.S.
TOTAL PARKING SPACES PROVIDED: 24 P.S.
EXISTING BUILDING
12,773 SF
4310 W. 96th STREET
EXI$11NG
PARKING
EXISTING
PARKING
D
0
EXISTING POND
NP=
EXISTING
PARKING
co
EXISTING
PARKING
g EXISTING
DRIVE
O
9.0'
0
0
0
0
CTRWD
LIFT STATION
18
EXISTING POND
NP=
Existing Utility Pole
Existing frees
Existing Fence
Pavement Within Right of Way
Heavy Duty Pavement
Concrete Pavement
6" Straight Curb
Landscape Island
Curb Walk
Walk
Handicap Ramp
Handicap Parking Sign
Light Duty Pavement
Pavement Striping
10'X18' Parking Spaces
10'X18' Parking Spaces
(A.D.A. REQUIREMENTS)
EXISTING BUILDING
4306 W. 96th STREET
(NOT INCLUDED)
SE "INTOMS
1 ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB
AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB.
2. ALL RADII 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 THE PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS
OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND 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
BUILDING FOUNDATION WALL.
B. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
9. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK.
10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS
AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE
TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL
JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR
LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS.
S
so- O
�g 0
2� 0' 0 PROPOSED BUILDING
7150 SF
o_ 9884 MICHIGAN ROAD
B
63 El
1i 0 1 1 1
r
S1Dt. ARD
SIDEYARD
WEST 96 TH STREET
N
EXISTING
DRIVE
O
DISCLAIMER FOR THE USE OF DIGITAL RLES
THE INFORMATION CONTAINED WITHIN THIS DISK OR
ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER
CORPORATION'S ELECTRONIC FILES.
By accepting delivery of this Digital File, the receiver agrees to indemnify
and hold harmless The Schneider Corporation, their clients, officers, agents,
and employees from and against any damages, including but not limited to
reasonable attorney's fees, resulting from the use, distribution, change, or
modification of the information contained within without the express written
permission from The Schneider Corporation.
The receiver further understands that the information that may be included
within is subject to periodic revisions by The Schneider Corporation or the
Client and therefore the information contained within is not warranted in any
way.
II�T� IDICRIEFTJIOJM
Subject to easements and rights of way.
ASSUMED NORTH
SCALE: 1 50
HOLEY MOLEY SAYS
"DON'T
DIG
BL1NDn
'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.
Part of Lot Number 3 in North American Park plat thereof recorded as Instrument Number 8926488 in Plat
Cabinet 1, Slide 69 in the Office of the Recorder of Hamilton County, Indiana, and part of the south half of Section
7, Township 17 North, Range 3 East in said Hamilton County, more particularly described as follows:
Commencing at the southwest corner of said Southeast Quarter Section; thence North 88 degrees 56 minutes 05
seconds East (assumed bearing) along the south line thereof 273.49 feet; thence North 01 degree 03 minutes 55
seconds West a distance of 49.05 feet to the Point of Beginning which point lies on the proposed south right of
way line of West 96th Street per Project number STP- 135 2(008); thence continuing North 01 degree 03 minutes
55 seconds West a distance of 110.50 feet to a point on the southerly line of said Lot Number 3, the following
seven courses are along the southerly, westerly and northerly lines of said Lot; (1) thence South 86 degrees 36
minutes 10 seconds West a distance of 270.97 feet to the southwest corner of said Lot 3; (2) thence North 20
degrees 36 minutes 05 seconds West a distance of 102.69 feet to the northwest corner of said Lot; (3) thence
North 76 degrees 20 minutes 18 seconds East a distance of 280.07 feet; (4) thence North 17 degrees 43 minutes
37 seconds East a distance of 19.73 feet; (5) thence North 77 degrees 57 minutes 23 seconds East a distance of
28.19 feet; (6) thence North 11 degrees 21 minutes 22 seconds West a distance of 22.09 feet; (7) thence North
74 degrees 25 minutes 13 seconds East along the north line of said Lot 3 a distance of 190.30 feet to the
proposed westerly right of way of U.S. 421 (Michigan Road) per Project number STP -135- 2(008), the following
seven courses are along the said proposed westerly right of way line of U.S. 421 and said proposed southerly right
of way line West 96th Street; (1) thence South 18 degrees 42 minutes 26 seconds East a distance of 192.92 feet;
(2) thence South 21 degrees 43 minutes 02 seconds East a distance of 49.06 feet; (3) thence North 89 degrees
05 minutes 27 seconds East a distance of 0.97 feet to a point on the south line of said Lot 3; (4) thence South
21 degrees 45 minutes 00 seconds East a distance of 80.00 feet; (5) thence South 12 degrees 12 minutes 19
seconds West a distance of 27.10 feet; (6) thence South 53 degrees 23 minutes 49 seconds West a distance of
28.22 feet; (7) thence South 88 degrees 10 minutes 15 seconds West along said proposed south right of way line
a distance of 258.39 feet to the point of beginning, containing 2.667 acres, more or less.
WARRANTY DEED 20000003881 FILED FOR RECORD IN HAMILTON COUNTY
Part of the Southwest and Southeast Quarters of Section 7, Township 17 North, Range 3 East, in Clay Township,
Hamilton County, Indiana described as follows:
Commencing at a point on the South line of said Southwest Quarter Section being North 90 degrees 00 minutes
00 seconds East (assumed bearing) 2040.85 feet from the Southwest corner of said Southwest Quarter Section;
thence North 09 degrees 23 minutes 40 seconds West 395.32 feet to the Point of Beginning; thence North 86
degrees 31 minutes 51 seconds West 9.23 feet; thence North 09 degrees 23 minutes 40 seconds West 692.32
feet; thence North 88 degrees 08 minutes 16 seconds East 251.45 feet; thence South 19 degrees 33 minutes 03
seconds East 1083.13 feet; thence North 89 de;:. es 59 minutes 06 seconds East, parallel with the South line of
Southeast Quarter Section, 40.00 feet; thence South 19 degrees 33 minutes 03 seconds East 33.00 feet; thence
South 89 degrees 59 minutes 06 seconds West, parallel with said South line 40.00 feet; thence South 19 degrees
33 minutes 03 seconds East 31.83 feet to a point on the South line of said Southeast Quarter Section; thence
South 89 degrees 59 minutes 06 seconds West 55.52 feet to the Southeast corner of said Southwest Quarter
Section; thence South 90 degrees 00 minutes Off. seconds West along the South line of said Southwest Quarter
Section 265.93 feet; thence North 00 degrees minutes 54 seconds East 391.16 feet; thence South 89 degrees
39 minutes 55 seconds West 194.29 feet to the v oint of beginning, and containing 7.304 acres, more or less.
NOTE: The acreage shown above is included for oesc, purpos, s only.
Subject to taxes for 1999, due and payable in May and November 2000, and subject to taxes payable thereafter.
Subject to covenants, agreements, easements, restrictions and rights of way of record.
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. (2006)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GI S LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering