HomeMy WebLinkAboutC2.1 Proposed Site Plan pg. 03PHASE II PARKING ANALYSIS
TOTAL S.F.
177,756 S.F.
REQUIRED RATIO
MEDICAL (1/250)=
711
STANDARD PARKING (9'x20')
713
STANDARD PARKING (10'x18')
9
HANDICAP PARKING PROVIDED
16
INCLUDES 1 VAN ACCESSIBLE
TOTAL PROPOSED PARKING
738
SITE NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS
AISLES SHALL BE 4" PAINTED (BLUE).
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED
OTHERWISE.
4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE
APPLICABLE.
5. ALL ERTY L OR BUILDING LINES UNLESS NOTED OTHERWISE. LINES,
PROPERTY
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
FIELD A CTUTU AL L DIMENSIONS.
FIELD LDTHE FROM
CONTRACTOR SHALL NOTIFY THE ENGINEER
ACTUAL OND TIONS,
IMMEDIATELY.
7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS
NECESSARY.
8. ALL EXCAVATED TTED ALL NEW SEEDED AREAS SHALL HAVE
OTHH ERWISE WISE A MINIMUM OF 4" OF
TOP SOIL.
LOCAL SERVICE ROAD #3
W.
50 R O.
PER I.S.H. C. PLANS PROJECT NO. ST -F -222
9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS
WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING
CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR
SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE.
10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH
A TACK COAT MATERIAL IN ALL AREAS MERE NEW ASPHALT PAVEMENT IS
INDICATED TO JOIN EXISTING ASPHALT.
11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY
BACKFILLED WITH GRANULAR MATERIAL.
12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS
RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP.
13. CHAMFER ENDS OF ALL CURBS.
14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
15. ,ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF
MAX. SLOPE OF 1:20.
16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW
PAVEMENT TO JOIN EXISTING.
16. ALL RADII ARE 5' UNLESS NOTED OTHERWISE.
15' NON EXCLUSIVE UTLITY EASEMENT
GAS METER
PROPOSED
TRANSFORMER
PROPOSED
GENERATOR
YELLOW
PAINT
STRIPING
10.82'
PROPOSED
KNOX BOX
LOCATION
EDGE OF ASPHALT
EDGE OF ASPHALT
PROPOS UILDING
30' GREENBELT
OVERHEAD UTILITIES RUN
ALONG WEST R.O.W. LINE OF U.S.R. 31
Trnremamamimmt
FRONTAGE ROAD
SEE DETA
(APSHALT PAVEMENT)
US #31 NORTHBOUND
US #31 SOUTHBOUND U LlMITEDACCESS FAC/UTY
S R. 31 (MERIDIAN STREET)
290' R. 0. W.
PER I. S.H. C. PLANS PROJECT NO. ST-
PROPOSED 1 R;o.w.
UTILITY EASEMENT
PROPOSED 15'
LANDSCAPE STRIP
1
EDGE OF ASPHALT
GRASS
EDGE OF ASPHALT
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292.33'
88,878 S.F.
PROPOSED
KNOX BOX
LOCATION
GAS METER
PROPOSED
TRANSFORMER
PROPOSED
GENERATOR
YELLOW
PAINT STRIPI G
4.88'
NOTE:
NO CURB ALONG H.C. PARKING
STALLS. (SEE DETAIL ON SHEET
C5.1)
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WARRANTY DEED
INST. NO. 2000-00045328
BAKER ONEAL HOLDINGS, INC.
RECORDED ON SEPTEMBER 11, 2000
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PER 1.5.1-1. C. PLANS PROJECT
of 10.
CONCRETE DUMPSTER PAD
(SEE DETAIL)
4
h- -PROPOSED OFFSITE
DRAINAGE EASEMENT
(SEE SHEETS C3.1
C3.2)
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SITE LEGEND
CM10
GUY ANCHOR
WATER VALVE
EXISTING FIRE HYDRANT
TELEPHONE PEDESTAL
SIGN
GAS VALVE
GAS LINE MARKER
RIGHT OF WAY PAVEMENT
HEAVY DUTY PAVEMENT
CONCRETE
SYMBOL LEGEND
40'
6" EXTRUDED CURB
COMBINED CURB WALK
HANDICAP RAMP
HANDICAP PARKING SIGN
CONCRETE WHEEL STOP
CONCRETE SIDEWALK
STOP SIGN
80'
HANDICAP ACCESSIBLE
PARKING SPACE
GAS GAS GAS UNDERGROUND GAS LINES
W111 Wilt 11 UNDERGROUND WAIN LINES
OCT OCT UGT UNDERGROUND TELEPHONE LINES
OVHa OVHD OVERHEAD UTILITY LINES
ROW =RIGHT OF WAY
CENTERLINE OF RIGHT-OF-WAY
P PLATTED BEARING AND DIMENSION LCULATED BEARING AND DIMENSION
D DEEDED BEARING AND DIMEMilONEASURED BEARING AND DIMENSION
LSR LOCAL SERVICE ROAD
TELECOMMUNICATIONS MANHOLE
ELECTRIC MANHOLE
3._. ,,...I RIGHT-OF-WAY MARKER FOUND
OVERHEAD UTILITY POLE
SURVEY MONUMENT FOUND (AS NOTED)
SECTION CORNER MONUMENT (AS NOTED)
CAUTION
'THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
VIDENCE including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others AND
l'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
5THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1- 800 -382 -5544
CALL TOLL FREE
INDIANA UNDERGROUND
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C2.1
TITLE:
PROPOSED SITE PLAN
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SHEET OF
IN2004.0387.071.PH2.C21. C21•C42a.PLANS.DWG