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ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB
AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB.
2. 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.
3. VERIFY SIGN LOCA11ONS AND SIGN REQUIREMENTS NTH LOCAL
GOVERNING AUTHORITIES.
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
IN COMPLIANCE NTH APPLICABLE O.S.H.A. STANDARDS FOR
WORKER SAFETY.
6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
BUILDING FOUNDATION WALL.
7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
8. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK.
9. 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.
10. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING
MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE
NOT PERMITTED WITHIN THE RIGHT-OF-WAY.
Tr
Existing Utility Pole
X
Existing Fence
Concrete
6' Straight Curb
Edge of Pavement
:--*--.. : Q Concrete Sidewalk
Handicap Ramp
0 Handicap Parking Sign
Heavy Duty Pavi
ement-
C803 �2
I-ight Duty Pavement
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0 0— 0 42" Chain Link Fenc
ro 0
� �13
Gross Pavers
(D Uight Pole
Heavy Duty Concrete Pav
ement -
�13
Prayer Path
Concrete Steps
0 Ex. 6' Straight Curb
Ex. Edge of Pavement
Ex. Concrete Sidewalk
Ex. Pavement (to remain)
-x—x— Decorative Building Fencing
Standard Parking Spaces - 9'x18'
Standard Parking Spaces - 9'x2O'
I/ �8 �9
ADA Parking Spaces - 8'x2O'
(A.D.A. REQuIREMENTS)
NOTE: PAVEMENT WTHIN RIGHT-OF-WAY TO HAVE FOLLOWNG CROSS SECTION:
1651/Sys. HMA Surface, Type C on
275#/Sys HMA Intermediante, Type C on
880f/Sys HMA Base, Type C
ROUND -A -BOUT DEPICTION IS FROM INFORMATION PROVIDED BY
THE HAMILTON COUNTY HIGHWAY.
TAC COMMENTS STATE THAT
ROUND -A -BOUT LOCATION IS TO MOVE. CHURCH IMPROVEMENTS
WITHIN RIGHT-OF-WAY WILL BE CONSTRUCTED AS PART OF THE
HAMILTON COUNTY HIGHWAY ROUND -A -BOUT PROJECT. EXISTING
CONCRETE SIDEWALK WILL REMAIN AND BE REPLACED WITH 10'
ASPHALT PATH AS PART OF THE ROUND -A -BOUT PROJECT.
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No.
;::;0: 890'258 -'L.1j:==
STATE OF
DATE: 12/18/09
CO THIS DRAWING AND THE IDEAS, DESIGNS AND
NCEPTS 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
CORPORATON.
COPYRIGHTED BY THE SCHNEIDER CORP. (200921
Schneider
THE SCHNEIDER CORPORATON
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
Fax: 317.826.7300
www.schneidercorp.com
Architecture
Civil Engineering
Enviromental Engineering
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Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
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