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PROPOSED SITE CONDITIONS
LAND DESCRIPTION,
Property Description: (D.R. 317, p. 712)
Part of the Southwest Quarter of Section 31, Township 18 North, Range
4 East in Clay Township, Hamilton County, Indiana, more particularly
described as follows:
Beginning at a point on the West line of the Southwest Quarter of
Section 31, Township 18 North, Range 4 East which is 275.00 feet North
01 degree 04 minutes 45 seconds West (assumed bearing) from the
Southwest corner thereof; thence North 01 degree 04 minutes 45
seconds West on and along the West line of said Southwest Quarter
210.00 feet; thence North 89 degrees 50 minutes 15 seconds East
parallel with the South line of said Southwest Quarter 250.00 feet;
thence South 01 degrees 04 minutes 45 seconds East parallel with the
said West line 210.00 feet; thence South 89 degrees 50 minutes 15
seconds West parallel with said South line 250.00 feet to the place of
beginning.
Together with all of the Grantor's right, title and interest, in and to the
non — exclusive easement of Ingress and Egress reserved for the use of
the Grantor in that certain Warranty Deed dated September 20, 1973
executed by Landmark Development Company to Woodland Shoppes, an
Indiana partnership consisting of I.S. Lazerov and Frances E. Lazerov,
which deed was recorded October 2, 1973 in Deed Record 269, pages
480 — 481 in the Office of the Recorder of Hamilton County, Indiana.
Except: Part of the Southwest Quarter of Section 31, Township 18 North,
Range 4 East, Hamilton County, Indiana, more particularly described as
follows: A parcel of real estate thirty —five (35) feet in width by parallel
lines, the centerline of which begins at a point on the West line of
"Parcel 1", as described in deed to Woodland Shoppes hereinobove
identified, distant 275 feet measured North 01 degree 04 minutes 45
seconds West from the Southwest corner thereof; thence South 89
degrees 50 minutes 15 seconds East 3.30 feet to a point; thence North
01 degrees 04 minutes 45 seconds West 17.50 feet along the West line
of said Parcel 1 to the Point of Beginning; thence South 89 degrees 50
minutes 15 seconds West 250 feet to the centerline of Westfield
Boulevard, the same being Beginning at a point.
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DUMPSTER ENCLOSURE NOTE
SEE ARCHITECTURAL PLANS FOR DETAILS PERTAINING TO THE
DUMPSTER ENCLOSURE.
BOUNDARY NOTE
THESE PLANS WERE PREPARED FROM AN ALTA /ASCM LAND TITLE
SURVEY PREPARED BY HAHN SURVEYING GROUP, INC. (JOB
#0308186, DATED AUGUST 13, 2003); THEREFORE, ROGER WARD
ENGINEERING, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL
EXISTING PROPERTY LINES, EASEMENTS, AND RIGHT —OF —WAY
LOCATIONS ARE DIFFERENT FROM WHAT IS SHOWN. SEE RECORD
SURVEYS FOR EXACT INFORMATION REGARDING PROPERTY
BOUNDARY, EASEMENTS, AND RIGHT —OF —WAY.
UTILITY SERVICES
IT IS ASSUMED THAT EXISTING GAS, ELECTRIC, TELEPHONE, AND
WATER SERVICES TO THE EXISTING BUILDING WILL BE ADEQUATE
FOR THE PROPOSED BUILDING. FURH7ER INVESTIGATION WILL BE
REWIRED TO DETERMINE IF NEW SERVICES WILL NEED TO BE
INSTALLED. CONTRACTOR IS TO COORDINATE WITH THE ARCHITECT
AND ENGINEER IN THIS MATTER.
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HOLEY MOLEY SAYS
DON'T
DIG
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"IT'S THE LAW"
CALL 2 WORKING DAYS MORE 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.
ELECTRIC T
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ASSUMED NORTH
SCALE: 1"= 20 '
20 0 20 40 60
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 1.00+/— ACRES
TOTAL DISTURBED AREA = 0.95 + /— ACRES
CURRENT ZONING = B -8
EXISTING BUILDING = 5,400 S.F.
PROPOSED BUILDING = 12,190 S.F.
(600 S.F. RESIDENTIAL)
EX. PARKING FACILITIES = 40 SPACES
PR. PARKING FACILITIES = 31 SPACES
NORTH SETBACK = 0' SIDE
SOUTH SETBACK = 0' SIDE
EAST SETBACK = 0' REAR
WEST SETBACK = 10' FRONT
REQUIRED PARKING
41 SPACES (1 SPACE /300 S.F.)
(VARIANCE TO 31 SPACES REQUESTEDI
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III I�r�l' EXISTING SITE CONDITIONS
UTILITIES — CARMEL
non
Gas Electric
Vectren Public Service Indiana — Cinergy
1630 North Meridian St. Engineering Dept. 1441 South Guilford
Indianapolis, Indiana 46207 Carmel, Indiana 46032
LEGEND
(317) 592 -4500 Tel: (317) 581 -3041, Fax: (317) 581 -3031
SITE & UTILITY NOTES
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EXISTING POWER POLE
Water Sanitary Sewer
1.
IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
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EXISTING OVERHEAD LINES
Carmel Water 8c Sewage Clay Township Regional Waste District
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VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
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EXISTING BURIED GAS LINE
Carmel , Indiana 46202 10755 North College Avenue
(317)571_2442 Carmel, Indiana 46032
THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR S
TO CONTACT
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EXISTING BURIED TELEPHONE LINE
(317) 844^9200
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RESPONSIBILITY THE OWNERS OF THE VARIOUS
UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE
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EXISTING BURIED ELECTRIC LINE
WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN
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Telephone
WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES,
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EXISTING WATER VALVE
Ameritech Storm Sewer
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OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
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North Meridian Street City of Carmel
BEFORE WORK IS STARTED OR RESUMED.
EXISTING FIRE HYDRANT
Indianapolis, Indiana 46204 City Hall, 1 Civic Square
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EXISTING WATER LINE
265 -4878 or 1 -800- 382 -5544 Carmel, Indiana 46032
(317) 571 -2441
2.
STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING
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AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM
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EXISTING STORM SEWER
Cable Television Streets
SEWERS, AND WATER MAINS.
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EXISTING SANITARY SEWER & MANHOLE
Time Warner Cable City of Carmel
3.
ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
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516 East Carmel Drive City Hall, 1 Civic Square
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RUNNING UNDER PAVED AREAS TO BE BACKFILIFD WITH
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PROPOSED STORM SEWER & MANHOLE
Carmel, Indiana 46032 Carmel, Indiana 46032
GRANULAR MATERIAL.
(317)848 -4726 (317) 571 -2441
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PROPOSED GAS SERVICE
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4.
ALL WATER MAINS TO HAVE A 54' MINIMUM COVER OVER
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TOP OF PIPE.
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PROPOSED ELECTRIC SERVICE
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5.
WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT —OFF
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PROPOSED ASPHALT PAVEMENT
Utility Hotline: within Indiana 1 -800- 382 -5544 outside Indiana
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
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INTEGRAL CURB &WALK
1 -800- 428 -5200
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(APPLIES TO COMMERCIAL ONLY)
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Note
6.
STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
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6" STRAIGHT CURB
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STATE BOARD OF HEALTH REQUIREMENTS.
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The nature, size and location of utilities are per plans and locations provided
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LANDSCAPE AREA
by the respective utility companies. The above list constitutes some, if not
7.
EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS
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all, of the utility companies which may provide service in the area of, and
AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES
adjacent to, the subject project, based upon the infatuation available through
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ARE TO BE EQUALLY PLACED BETWEEN EXPANSION JOINTS,
such plans and locations, and any incidental visual inspection. All utility
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CONTRACTION JOINTS, AND PERPENDICULAR SIDEWALKS AT 5'
companies should be notified prior to any excavation for field location of
INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS.
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services and verification of size and nature of services.
8.
REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
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PE10403858
-o' STATE OF
S�ONAL�kNGI \
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BY:
DATE:
SHEET
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OF
9
JOB #: CAX.003