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DEVELOPMENT SUMMARY
GROSS SQUARE FOOTAGE: = 10,600 S.F.
TOTAL SITE AREA = 1.73 AC+/—
ZONING = OM/M — OLD MERIDIAN / MEIJER ZONE
FRONT SETBACK = 35 FEET; SIDE/REAR SETBACK = 5 FEET
BUILDING COVERAGE = 14%
PARKING SPACES PROVIDED = 84 + 2 H.C. = 86
PARKING SPACED REQUIRED = 27 (1/400 GSF)
ANTICIPATED CONSTRUCTION START/COMPLETION DATE
MARCH, 2008 / JULY, 2008
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LAND DESCRIPTION
NORTH
20 0 10 20
(IN FEET )
1 inch = 20 ft.
PART OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26,
TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST; THENCE ON
THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SOUTHEAST QUARTER NORTH 00
DEGREES 10 MINUTES 07 SECONDS WEST ASSUMED BEARING 395.79 FEET; THENCE NORTH 89
DEGREES 54 MINUTES 48 SECONDS EAST 71.51 FEET TO THE POINT OF BEGINNING OF THIS
DESCRIPTION; THENCE NORTH 01 DEGREES 13 MINUTES 23 SECONDS WEST 179.58 FEET;
THENCE NORTH 89 DEGREES 54 MINUTES 48 SECONDS EAST 346.79 FEET; THENCE SOUTH 00
DEGREES ' MINUTE 7 SECONDS EAST 179.32 FEET TO A TANGENT CURVE WITH A RADIUS
OF 200.00 FEET AND A CENTRAL ANGLE OF 17 DEGREES 35 MINUTES 24 SECONDS; THENCE
ON THE ARC OF SAID CURVE 61.40 FEET HAVE A CHORD BEARING SOUTH 08 DEGREES 37
MINUTES 35 SECONDS WEST 61.16 FEET; THENCE SOUTH 17 DEGREES 25 MINUTES 17
SECONDS WEST 17.14 FEET; THENCE NORTH 76 DEGREES 59 MINUTES 17 SECONDS WEST
337.86 FEET TO THE POINT OF BEGINNING, CONTAINING 1.37 ACRES, MORE OR LESS.
CONCRETE
3000 PSI 6" - F 1/2"r /-3" OF TOP SOIL
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LEGEND:
C.O.
0%
ISOMERISM ml -1 PROPOSED SANITARY SEWER LATERAL W/CLEANOUT
BUILDING SETBACK LINE
== == == LRi? == r-= c= PROPOSED STORM SEWER W / INLET
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B.S.L. BUILDING SETBACK LINE
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, _�
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DEVELOPER:
THOMAS ENGLISH RETAIL REAL ESTATE
2325 POINTS PARKWAY, STE 150
INDIANAPOLIS, IN 46280
(765) 453-9970
ENGINEER:
CIVIL SITE GROUP, INC.
643 MASSACHUSETTS AVENUE
SUITE 200
INDIANAPOLIS, INDIANA 46204
(317) 423-3305
SURVEYOR:
MILLER SURVEYING INC. 1
948 CONNER STREET
NOBLESVILLE, INDIANA 46060
(317) 773-2644
DWN BY: BSC
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LEGEND:
C.O.
0%
ISOMERISM ml -1 PROPOSED SANITARY SEWER LATERAL W/CLEANOUT
BUILDING SETBACK LINE
== == == LRi? == r-= c= PROPOSED STORM SEWER W / INLET
1-11,111,111,111,11, ', "'I'll, ....... EXISTING EASEMENT
PROPOSED RIGHT—OF—WAY
_ _
PROPERTY BOUNDARY
`U,;� EXISTING POWERPOLE
�__,_____,__
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1/,AUL,-_ EXISTING CONTOUR
D.&U.E. DRAINAGE & UTILITY EASEMENT
I w - w I PROPOSED WATER SERVICE
B.S.L. BUILDING SETBACK LINE
"I',
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, _�
, W ......................... W ...........r... EXISTING WATER MAIN
DEVELOPER:
THOMAS ENGLISH RETAIL REAL ESTATE
2325 POINTS PARKWAY, STE 150
INDIANAPOLIS, IN 46280
(765) 453-9970
ENGINEER:
CIVIL SITE GROUP, INC.
643 MASSACHUSETTS AVENUE
SUITE 200
INDIANAPOLIS, INDIANA 46204
(317) 423-3305
SURVEYOR:
MILLER SURVEYING INC. 1
948 CONNER STREET
NOBLESVILLE, INDIANA 46060
(317) 773-2644
DWN BY: BSC
�
�
CHKD. BY: EAG
SCALE: 1 of 20'
DATE: 9/20Z p 07
\XIS TORM INLET
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LEGEND:
C.O.
0%
ISOMERISM ml -1 PROPOSED SANITARY SEWER LATERAL W/CLEANOUT
BUILDING SETBACK LINE
== == == LRi? == r-= c= PROPOSED STORM SEWER W / INLET
1-11,111,111,111,11, ', "'I'll, ....... EXISTING EASEMENT
PROPOSED RIGHT—OF—WAY
_ _
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`U,;� EXISTING POWERPOLE
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11% /-,
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I w - w I PROPOSED WATER SERVICE
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"I',
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, _�
, W ......................... W ...........r... EXISTING WATER MAIN
DEVELOPER:
THOMAS ENGLISH RETAIL REAL ESTATE
2325 POINTS PARKWAY, STE 150
INDIANAPOLIS, IN 46280
(765) 453-9970
ENGINEER:
CIVIL SITE GROUP, INC.
643 MASSACHUSETTS AVENUE
SUITE 200
INDIANAPOLIS, INDIANA 46204
(317) 423-3305
SURVEYOR:
MILLER SURVEYING INC. 1
948 CONNER STREET
NOBLESVILLE, INDIANA 46060
(317) 773-2644
DWN BY: BSC
�
�
CHKD. BY: EAG
SCALE: 1 of 20'
DATE: 9/20Z p 07
"I',
"I'l""I'll""I'll'll""I'll"". ',��', 1--l-111,11111-1111-1-11--l--,--"-I EXISTING SANITARY SEWER
, _�
, W ......................... W ...........r... EXISTING WATER MAIN
DEVELOPER:
THOMAS ENGLISH RETAIL REAL ESTATE
2325 POINTS PARKWAY, STE 150
INDIANAPOLIS, IN 46280
(765) 453-9970
ENGINEER:
CIVIL SITE GROUP, INC.
643 MASSACHUSETTS AVENUE
SUITE 200
INDIANAPOLIS, INDIANA 46204
(317) 423-3305
SURVEYOR:
MILLER SURVEYING INC. 1
948 CONNER STREET
NOBLESVILLE, INDIANA 46060
(317) 773-2644
DWN BY: BSC
�
�
CHKD. BY: EAG
SCALE: 1 of 20'
DATE: 9/20Z p 07
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IN FEET )
1 inch = 30 ft.
PLAN NOTES:
QA CONCRETE UGHTPOLE FOUNDATION -SEE DETAIL 01/C8.0
2" CLEARANCE TYP:
4 TIE REBAR ® 12" O.C.
4 - #5 R
3 I N LET RACEWAYS OF
"
1 CONTINUOUS CONDUIT
13' OF #6 BR. CU. GROUND WIRE
a
0
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#4 TIEf]REBA/R�-f�
Gp O.C.
1
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BOLT CIRCLE CONFIGURATION
BY LIGHT MANUFACTURER
3" CLEARANCE
NISH PAVING
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U DETAIL OF COIL
2$-oy COIL TO BE OF #6 COPPER WIRE
APPROXIMATELY 20' LONG
PLACE FELT BETWEEN CONCRETE
LIGHT POLE AND COIL TO PREVENT BONDING
rFj�NFOUNDATION
VC84 NOT TO SCALE
Kristopher Carter
DESIGNLINE
ESL - SPECTRUM Inc.
1375 West 16th Street
Indianapolis, Indiana 46202
Tel: (317)951 -2300
Fax: (317)951 -2310
kcarter @esl- spectrum.com
www.esldesign.com
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STATE OF
:;NDIAN;: Oil � 4�',�
DATE: 09/20/07
DWN BY: BSC
CHKD. BY: EAG
SCALE: 1 of = 30'
DATE: 9Z20 07
0 > C\1
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co >w> r1ol.
PROJECT NUMBER
TER9 00 1
DRAWING NUMBER
C UoO
SHEET 1 OF 1
GENERAL NOTES
134' -4" OTO BURNISHED BLOCK 1. CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL DIMENSIONS AND JOB
CONDITIONS. ANY DEVIATION FROM WHAT IS NOTED
IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION
�_-- _ -_ - -- ---- - - - - -� OF THE ARCHITECT IMMEDIATELY.
2. ALL DIMENSIONS SHOWN ARE FACE OF BRICK,
MASONRY OR METAL STUD FRAMING - UNLESS NOTED
OTHERWISE.
\ TRASH 3. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL
\ 8CY / I METAL STUD CONNECTIONS WITH STRUCTURE
ABOVE- TYPICAL.
/ / I 4. PROVIDE FIRE RATED WOOD BLOCKING IN METAL
STUD WALLS FOR ANY WALL SUPPORTED ITEMS.
5. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS
\ / I IN ANY OPENINGS IN FIRE RATED ASSEMBLIES,
I 6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL
I MATERIALS, FINISHES AND HARDWARE INFORMATION.
7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK
MASONRY AND OTHER EXPANSION JOINT LOCATIONS.
I I I i I I III I I I !
II III II I 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL
BE RATED FOR SUCH INSTALLATION OR PROTECTED
TO PROVIDE COMPLIANCE. THIS INCLUDES BUT IS
NOT LIMITED TO POWER AND LOW VOLTAGE WIRING,
I III I I I TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY
AVAILABLE
SUITE I I I I I I I AND DRAIN LINES AND SUPPORTING BRACKETS
1,502 SF (I III III AND /OR BLOCKING FOR CEILING HUNG ITEMS.
(I I I I I 9. PRIOR TO ORDERING ANY PRODUCTS - CONTRACTOR
I I I I I ! SHALL SUBMIT SAMPLES TO THE ARCHITECT OF ALL
I I I FINISH MATERIALS TO BE USED ON THE PROJECT.
(I I'II I I I THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY
FOR ANY MATERIALS ORDERED INCORRECTLY WHEN
-f I III III I I THAT MATERIAL WAS NOT REVIEWED BY THE
I I I I I ARCHITECT.
II I 10. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS
I I I I I I AT ALL REQUIRED UTILITY EQUIPMENT LOCATIONS
I I I I I I I I SUCH AS GAS METERS, ELECTRICAL
° I = Ji I:I I I ( TRANSFORMERS. PANELS ETC. COORDINATE WITH
SUITE B I F I I I UTILITY COMPANY AND CONTRACTORS -WHEN
� AVAILABLE
= I SUITE I!I II I APPLICABLE -FOR NECESSARY LOCATIONS. REFER TO
(n I 1,566 SF I I CIVIL DRAWINGS FOR BOLLARD SPECIFICATIONS AND
Z
(if I! I I I I ( ADDITIONAL INFORMATION.
cn
o I I I I SUITE D III SUITE E I
° I I ( I I I I AVAILABLE I I AVAILABLE
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'1/811 _ 1 , -OH
KEY NOTES
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01 iR IN DO No-IM11E PIRN
1. CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL DIMENSIONS AND JOB
CONDITIONS. ANY DEVIATION FROM WHAT IS NOTED
IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT IMMEDIATELY.
2. ALL DIMENSIONS SHOWN ARE FACE OF BRICK,
MASONRY OR METAL STUD FRAMING - UNLESS NOTED
OTHERWISE.
3. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL
METAL STUD CONNECTIONS WITH STRUCTURE
ABOVE- TYPICAL.
4. PROVIDE FIRE RATED WOOD BLOCKING IN METAL
STUD WALLS FOR ANY WALL SUPPORTED ITEMS.
5. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS
IN ANY OPENINGS IN FIRE RATED ASSEMBLIES,
6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL
MATERIALS, FINISHES AND HARDWARE INFORMATION.
7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK
MASONRY AND OTHER EXPANSION JOINT LOCATIONS.
8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL
BE RATED FOR SUCH INSTALLATION OR PROTECTED
TO PROVIDE COMPLIANCE. THIS INCLUDES BUT IS
NOT LIMITED TO POWER AND LOW VOLTAGE WIRING,
TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY
AND DRAIN LINES AND SUPPORTING BRACKETS
AND /OR BLOCKING FOR CEILING HUNG ITEMS.
9. PRIOR TO ORDERING ANY PRODUCTS - CONTRACTOR
SHALL SUBMIT SAMPLES TO THE ARCHITECT OF ALL
FINISH MATERIALS TO BE USED ON THE PROJECT.
THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY
FOR ANY MATERIALS ORDERED INCORRECTLY WHEN
THAT MATERIAL WAS NOT REVIEWED BY THE
ARCHITECT.
10. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS
AT ALL REQUIRED UTILITY EQUIPMENT LOCATIONS
SUCH AS GAS METERS, ELECTRICAL
TRANSFORMERS. PANELS ETC. COORDINATE WITH
UTILITY COMPANY AND CONTRACTORS -WHEN
APPLICABLE -FOR NECESSARY LOCATIONS. REFER TO
CIVIL DRAWINGS FOR BOLLARD SPECIFICATIONS AND
ADDITIONAL INFORMATION.
KE"y" NOTES
1 24" LONG X 12" TALL DECORATIVE PRAIRIE STONE
VENEER WITH GROUND FINISH, BUFF COLOR.
ALUMINUM STOREFRONT FRAMING WITH 1 n INSULATED
2
GLASS. STOREFRONT FINISH TO BE CLEAR
ANODIZED, AND GLASS TO BE CLEAR, LOW "E"
GLASS.
3 ALUMINUM STOREFRONT FRAMING WITH 111 INSULATED
GLASS. STOREFRONT FINISH TO BE CLEAR
ANODIZED, AND GLASS TO HAVE WHITE TRANSLUCENT
FINISH.
4 DENOTES AREA OF TYPICAL 40 SQUARE FOOT
SIGNAGE. TYPICAL FOR TENANT SPACES UP TO 50
FOOT FRONTAGE.
DENOTES AREA OF TYPICAL 75 SQUARE FOOT
5
SIGNAGE. TYPICAL FOR TENANT SPACES OVER 50
FOOT FRONTAGE.
6 BRICK VENEER OVER METAL STUD FRAMING, BUFF
COLOR.
COMPOSITE METAL PANEL SYSTEM (ALUCOBOND OR
7
EQUAL) OVER STRUCTURAL STEEL FRAMING TO
CREATE CANTILEVER, METALIC SILVER COLOR TO
MATCH ALUMINUM STOREFRONT.
INSULATED STEEL SERVICE DOOR, PAINTED TO MATCH
8
BRICK COLOR.
9 PRE - FINISHED METAL COPING, METALLIC SILVER TO
MATCH COMPOSITE PANELS.
10 DUMPSTER ENCLOSURE. BREICK VENEER AND
PRAIRIE STONE VENEER OVER CMU, WITH WOOD SLAT
GATES.
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4 WEST ELEVATION
01 iR IN DO No-IM11E PIRN
1. CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL DIMENSIONS AND JOB
CONDITIONS. ANY DEVIATION FROM WHAT IS NOTED
IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT IMMEDIATELY.
2. ALL DIMENSIONS SHOWN ARE FACE OF BRICK,
MASONRY OR METAL STUD FRAMING - UNLESS NOTED
OTHERWISE.
3. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL
METAL STUD CONNECTIONS WITH STRUCTURE
ABOVE- TYPICAL.
4. PROVIDE FIRE RATED WOOD BLOCKING IN METAL
STUD WALLS FOR ANY WALL SUPPORTED ITEMS.
5. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS
IN ANY OPENINGS IN FIRE RATED ASSEMBLIES,
6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL
MATERIALS, FINISHES AND HARDWARE INFORMATION.
7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK
MASONRY AND OTHER EXPANSION JOINT LOCATIONS.
8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL
BE RATED FOR SUCH INSTALLATION OR PROTECTED
TO PROVIDE COMPLIANCE. THIS INCLUDES BUT IS
NOT LIMITED TO POWER AND LOW VOLTAGE WIRING,
TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY
AND DRAIN LINES AND SUPPORTING BRACKETS
AND /OR BLOCKING FOR CEILING HUNG ITEMS.
9. PRIOR TO ORDERING ANY PRODUCTS - CONTRACTOR
SHALL SUBMIT SAMPLES TO THE ARCHITECT OF ALL
FINISH MATERIALS TO BE USED ON THE PROJECT.
THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY
FOR ANY MATERIALS ORDERED INCORRECTLY WHEN
THAT MATERIAL WAS NOT REVIEWED BY THE
ARCHITECT.
10. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS
AT ALL REQUIRED UTILITY EQUIPMENT LOCATIONS
SUCH AS GAS METERS, ELECTRICAL
TRANSFORMERS. PANELS ETC. COORDINATE WITH
UTILITY COMPANY AND CONTRACTORS -WHEN
APPLICABLE -FOR NECESSARY LOCATIONS. REFER TO
CIVIL DRAWINGS FOR BOLLARD SPECIFICATIONS AND
ADDITIONAL INFORMATION.
KE"y" NOTES
1 24" LONG X 12" TALL DECORATIVE PRAIRIE STONE
VENEER WITH GROUND FINISH, BUFF COLOR.
ALUMINUM STOREFRONT FRAMING WITH 1 n INSULATED
2
GLASS. STOREFRONT FINISH TO BE CLEAR
ANODIZED, AND GLASS TO BE CLEAR, LOW "E"
GLASS.
3 ALUMINUM STOREFRONT FRAMING WITH 111 INSULATED
GLASS. STOREFRONT FINISH TO BE CLEAR
ANODIZED, AND GLASS TO HAVE WHITE TRANSLUCENT
FINISH.
4 DENOTES AREA OF TYPICAL 40 SQUARE FOOT
SIGNAGE. TYPICAL FOR TENANT SPACES UP TO 50
FOOT FRONTAGE.
DENOTES AREA OF TYPICAL 75 SQUARE FOOT
5
SIGNAGE. TYPICAL FOR TENANT SPACES OVER 50
FOOT FRONTAGE.
6 BRICK VENEER OVER METAL STUD FRAMING, BUFF
COLOR.
COMPOSITE METAL PANEL SYSTEM (ALUCOBOND OR
7
EQUAL) OVER STRUCTURAL STEEL FRAMING TO
CREATE CANTILEVER, METALIC SILVER COLOR TO
MATCH ALUMINUM STOREFRONT.
INSULATED STEEL SERVICE DOOR, PAINTED TO MATCH
8
BRICK COLOR.
9 PRE - FINISHED METAL COPING, METALLIC SILVER TO
MATCH COMPOSITE PANELS.
10 DUMPSTER ENCLOSURE. BREICK VENEER AND
PRAIRIE STONE VENEER OVER CMU, WITH WOOD SLAT
GATES.
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