HomeMy WebLinkAboutC2.2 Site PlanDATE:
05/20/04
PARKING ANALYSIS
WJT
CHK'D BY:
USER INFORMATION
JOB NO.
319 SEATS
15 EMPLOYEES
REQUIRED PARKING RATIOS:
1 SPACE PER 2.5 SEATS
1 SPACE PER 1 EMPLOYEE
128 SPACES
15 SPACES
TOTAL REQUIRED
143 SPACES
PARKING PROVIDED:
STANDARD PARKING (9x20)
HANDICAP PARKING PROVIDED
INCLUDES 2 VAN ACCESSIBLE
TOTAL PROPOSED PARKING
217
5
222
DATE:
05/20/04
DRAWN BY:
WJT
CHK'D BY:
KMB
JOB NO.
IN2004.0443
18 SPAC: S 9'
7SPA ES@ =63'
PEDESTRIAN
CROSSWALK
7 SPACES =15
QUANT.5
5: 12.94
30 PACE 9'= 70'
DUMPSTER ENCLOSURE
SEE ARCHITECTURAL PLANS
72.18'
FOX HOUND PUB GRILLE
9,550 SQ. FT.
FRONT
ENTRY
COVERED
PATIO
33.88'
14 SPACE'
CURB GUTTER
BY LANDLORD
GRASSED LANDSCAPED
ISLANDS BY GENERAL
CONTRACTOR
TYP.)
PHASE II
MIMIMIIMM. IMO 11MMIMMO MO MEI MN =IMO MMIMIM 11111. MID
MI
Mt
MEI MIN
I NI
PHASE II
PHASE III
MOO IMINIMMO IN* IMO 111■1111M .1M. OIMMIIM1110111.11 OM.
IMO OW ter. MID
M. IMO 1111.1■1M. 4111.
PHASE I
(PREVIOUSLY
APPROVED)
NOTE: THIS PROJECT IS THE NORTHEAST PAD
IN THE GREYHOUND COMMONS DEVELOPMENT
FOX HOUND
SR431 RAMP
GREYHOUND COMMONS
KEYMAP
SCALE: 1 "=20'
0' 20' 40'
PROPOSED SITE LEGEND
4
CURB GU I IER TYPE "III"
COMBINED CURB WALK
ADA RAMP TYPE "K"
CONCRETE PARKING BUMPER
ADA RAMP TYPE "G"
ADA RAMP TYPE
ADA PARKING SIGN
PIPE BOLLARD
ADA ACCESSIBLE
PARKING SPACE
BUILDING SETBACK LINE
mem PHASE II LIMITS ADLS
PROPERTY LINE
B.S.L.
CONCRETE
CURB GUTTER TYPE "II"
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 DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES,
PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE.
6. TE F CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM
ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS
NECESSARY.
8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS
OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF
TOP SOIL.
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 WHERE 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
M' /FT. MAX. SLOPE OF 1:20.
16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW
PAVEMENT TO JOIN EXISTING.
ALL RADII TO BE 5' UNLESS NOTED OTHERWISE
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
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REVISIONS
TAC
3\ GENERAL
07/02/04
07/27/04
SHEET NO.
C2.2
OF
IN2004.0443.073.C22.SP