HomeMy WebLinkAboutC101 Site PlanDATE:
03/01/04
PROJECT NO.:
4702.002
DRAWN BY:
RDR
CHECKED BY:
ALF
SHEET TITLE:
SITE
PLAN
DRAWING FILES:
N: \4k \4702 \002 \dwgs \020604 \C101.dwg
XREF: N: \4702 \002 \dwgs \020604 \002bs.dwg
XREF: N: 4702 \002 \dwgs \020604 \4702002C.dwg
XREF: N: 4702 \002 \dwgs \020604 \Titlel.dwg
XREF:
XREF:
XREF:
XREF:
SHEET NO.:
C de"
C 1
FIRE LANE
ART STAB
PROPOSED "RAILROAD TIE"
CURBING BY OWNER.
FENCE SEE
ARCH. PLANS
EXISTING WOODS
S
NOTE:
EARTHWORK EXPANSION
VF PUTTING GREEEN BY OWNER.
PROPOSED TIE /WALL
CURB BY OWNER.
45
I...ANDI:>C;A:PIN1 t
FLAGS RELOCAlib I Fad °D ING
CONSULT W OWNER
REP. FOR EXACT LOCATION. t
PU1 ING :,REIN
SUMMARY
TABLE
ZONING ON PARCEL:
PROPOSED BUILDING:
REQUIRED PARKING:
6 SPACES /HOLE ON COURSE:
PROVIDED PARKING:
STANDARD PARKING SPACE:
HANDICAP PARKING SPACE:
TOTAL PARKING SPACES PROVIDED:
C1
11,740 S.F.
108 P.S.
103 P.S.
5 P.S.
108 P.S.
ASPHALT CART
PATH BY OTHERS
tir
hH st.l...,.
THE INFORMATION CONTAINED WITHIN THIS DISK OR
ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER
CORPORATION'S ELECTRONIC FILES.
By accepting delivery of this Digital File, the receiver agrees to indemnify
and hold harmless The Schneider Corporation, their clients, officers, agents,
and employees from and against any damages, including but not limited to
reasonable attorney's fees, resulting from the use, distribution, change, or
modification of the information contained within without the express written
permission from The Schneider Corporation.
The receiver further understands that the information that may be included
within is subject to periodic revisions by The Schneider Corporation or the
Client and therefore the information contained within is not warranted in any
way.
DISCLAIMER FOR THE USE OF DIGITAL FEES
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INVIAANNAO
.00
6" Curb
Bollard
Curb Walk
Walk
Handicap Ramp
Concrete Dumpster Pad
(REftN TO ARCHITECTURAL PLANS)
0 Handicap Parking Sign
0 Pavement Stripping
0 Curb Taper
0 10'X18' Parking Spaces
9'x20' Parking Spaces
0
0
0
0
0
ASSUMED NORTH
SCALE: 1 30
8'X20' Parking Spaces
(A.D.A. REQUIREMENTS)
Sll']I'1E ]NO:T]ES
1 ALL RADII AND OTHER DIMENSIONS FOR 6"
ARE TO THE FACE OF CURB.
2. ALL RADII AND OTHER DIMENSIONS FOR 2'
TO BACK OF CURB.
Existing Utility Pole
Existing Trees
Existing Fence
Pavement Within Right of Way
Heavy Duty Pavement Alternate Concrete Pavement
Heavy Duty Pavement
Concrete Pavement
Concrete Pavers
STANDING CURB
ROLL CURB ARE
3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO THE PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS
OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF
ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS
OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL
GOVERNING AUTHORITIES.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR
WORKER SAFETY.
7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
BUILDING FOUNDATION WALL.
SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
9. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK.
10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS
AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE
TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL
JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR
LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
"IT'S THE LAW'
CALL 2 WORKING DAYS BEFORE 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.
100% CONSTRUCTION DOCUMENTS
DATE: 3/ 2,j(o V
THIS DRAWING AND THE IDEAS, DE GNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP_ (2004)
‘b,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.corn
Architecture
Civil Engineering
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