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DWG FILE: C: \98\327\98327SP1
PLOT SCALE: 1:30.000
PLOT ORIGIN: 0.00,0.00
SPELLCHK:
EDIT DATE: 05/19/98
EDITED BY: FAST -S17
ZONED M3
EXISTING 51JILDING
LEGEND
POST 0
EXISTING POST
PWP
EXISTING POWER POLE
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EXISTING OVERHEAD ELECTRIC
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EXISTING FARM FENCE
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EXISTING SANITARY PIPE
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EXISTING SANITARY MANHOLE
NA
EXISTING CLEANOUT
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EXISTING DRAIN SPOUT
EXISTING GUARD POST
EXISTING LIGHT POLE
EXISTING TREE
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
CONCRETE
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PARKING
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PARKING PROVIDED
9' X 20'
H/C
9' X 20'
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NA
NA
NA
OFFICE/OTHER (INCLUDING ATRIUMS, ENTRIES, ETC.) :
( 45,363 SFT.) ( 1 SPACE/300 SFT )
151
NA
NA
NA
TOTAL
176
7
262
7
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DRAINAGE EASEMENT
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CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
O 30' 60'
°SCALE.• 1"--301
LEGAL DESCRIPTION
PART OF THE SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP
18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A PK NAIL (SET) ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER
SECTION BEING NORTH 89 DEGREES 39 MINUTES 19 SECONDS WEST (ASSUMED BEARING)
277.48 FEET FROM THE SOUTHEAST CORNER OF SAID QUARTER SECTION; THENCE NORTH
89 DEGREES 39 MINUTES 19 SECONDS WEST ALONG SAID SOUTH LINE 386.47 FEET TO THE
SOUTHWEST CORNER OF THE EAST HALF OF SAID QUARTER -QUARTER SECTION; THENCE
NORTH 00 DEGREES 44 MINUTES 00 SECONDS EAST ALONG THE WEST LINE OF THE EAST
HALF OF SAID QUARTER -QUARTER SECTION 245.75 FEET; THENCE SOUTH 89 DEGREES 39
MINUTES 19 SECONDS EAST PARALLEL WITH SAID SOUTH LINE 515.00 FEET TO AN IRON
PIN (SET); THENCE SOUTH 03 DEGREES 00 MINUTES 54 SECONDS EAT 560.84 FEET TO AN
IRON PIN (SET) ON A NON -TANGENT CURVE, THE RADIUS POINT OF THICH BEARS SOUTH
00 DEGREES 42 MINUTES 40 SECONDS EAST 165.00 FEET FROM SAID IRON PIN; THENCE
SOUTHWESTERLY ALONG SAID CURVE 253.65 FEET TO AN IRON PIN SET AT THE POINT OF
TANGENCY OF SAID CURVE BEING NORTH 88 DEGREES 47 MINUTES 22 SECONDS WEST
165.00 FEET FROM SAID RADIUS POINT; THENCE SOUTH 01 DEGREES 12 MINUTES 38
SECONDS WEST 523.42 FEET TO THE POINT OF BEGINNING AND CONTAINING 13.114 ACRES
MORE OR LESS.
GENERAL 51TE NOTES:
1. ALL WORK TO CONFORM TO 5TATE AND LOCAL REGULATION5.
2. ALL PARKING 5TRIPE5 ARE TO BE 4" PAINTED, (WHITE)
3. ALL DIMEN51ON5 ARE TO EDGE OF PAVEMENT OR FACE OF CURS,
WHERE APPLICABLE.
4. ALL DIMEN51ON5 ARE TO OUT5IDE FACE OF 5RICK OR FACING
MATERIAL, WHERE APPLICA5LE.
5. ALL DIMEN51ON5 ARE PARALLEL WITH, OR PERPENDICULAR TO
PROPERTY LINE5 OR 5A5E LINE5 UNLE55 OTHERW15E NOTED.
G. THE CONTRACTOR 5HALL VERIFY ALL DIMEN51ON5 IN THE FIELD
5EFORE 5TARTING CON5TRUCTION. THE CONTRACTOR 5HALL 5E
RE5PON515LE FOR ALL FIELD DIMEN51ON5. IF ANY D15CREPANCIE5
ARE FOUND IN THE5E PLAN5 FROM ACTUAL FIELD CONDITION5,
THE CONTRACTOR 5HALL NOTIFY A/E IMMEDIATELY.
7. PROVIDE SMOOTH TRAN51TION FROM NEW AREA5 TO EX15TING
FEATURE5 A5 NECE55ARY.
8. ALL EXCAVATED AREA5 TO 5E 5EEDED AND/OR 5ODDED AFTER FIN15H
GRADING UNLE55 OTHERW15E NOTED. ALL NEW 5ODDED/5EEDED AREA5
5HALL HAVE A MINIMUM OF 4" OF TOP 501L. HOLD 501L DOWN 1" FROM
PAVEMENT ELEVATION. CONTRACTOR TO 5UPPLY 5TRAW MULCH
WHERE EVER GRA55 SEED HA5 SEEN PLANTED.
9. RE5URFACE OR RECON5TRUCT AT LEA5T TO ORIGINAL CONDITION5
ALL AREA5 WHERE THE EX15TING PAVEMENT OR LAWNS ARE DAMAGED
DURING CON5TRUCTION FROM TRAFFIC 5Y CONTRACTOR5, 5U5-
CONTRACTOR5 OR 5UPPLIER5, AFTER CON5TRUCTION WORK 15 COMPLETE.
10. THE EDGE OF EX15TING A5PHALT PAVEMENT 5HALL 5E PROPERLY
5EALED WITH A TACK COAT MATERIAL IN ALL AREA5 WHERE NEW
A5PHALT PAVEMENT 15 INDICATED TO JOIN EX15TING.
11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT 5HALL
5E COMPLETELY 5ACKFILLED WITH GRANULAR 5ACKFILL.
SITE DATA TABLE
USE / RATIO FOR REQUIRED PARKING
PARKING
REQUIRED
PARKING PROVIDED
9' X 20'
H/C
9' X 20'
H/C
ASSEMBLY/WAREHOUSE: 1 SPACE/EMPLOYEE PER LARGEST SHIFT
NO. OF EMPLOYEES = 25
25
NA
NA
NA
OFFICE/OTHER (INCLUDING ATRIUMS, ENTRIES, ETC.) :
( 45,363 SFT.) ( 1 SPACE/300 SFT )
151
NA
NA
NA
TOTAL
176
7
262
7
DAIS:
04/24/98
SCALE:
1" = 30'
DRAWN BY:
JC5
CHK') BY
RRH
JOB NO.
98-327