HomeMy WebLinkAbout05020009.1SITE NOTES
1. IT SHALL BE THE RESPONSIBILITY OF EA04 CONTRACTOR
2.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
TO VERIFY ALI. EXISTING U11UTIES AND CONDITIONS PERTAINING
SHEET TITLE-
WE/GRADING
PLAN
IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR
TO THE PHASE OF WORK. IT SHALL ALSO BE THE
WORKER SAFETY.
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS
4. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
GRADE SLOPE.
114" PER FOOT
OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF
3.
ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
BUILDING FOUNDATION WALL
SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM
ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS
4.
SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
5.
SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4w THICK,
11
(17)
00
(0
C)
6. 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.
\
NOTES
CONCRETE WALK
CHECKED BY:
CPM
SHEET TITLE-
WE/GRADING
PLAN
\
\
I ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
4. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
GRADE SLOPE.
114" PER FOOT
I
00.0 Q0____ 10 - —000
\
\A
GRADING
NOTES
CONCRETE WALK
CHECKED BY:
CPM
SHEET TITLE-
WE/GRADING
PLAN
DRAWING FILES'
'00'
I ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
4. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
GRADE SLOPE.
114" PER FOOT
1-1/2- R
00.0 Q0____ 10 - —000
.
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
5. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100
D-1557).
PAVEMENT
0 00 0
C. 0 0 0
00 0 00 0 0 0 0 0 0 0, 0
0 0 0
0 0
0 0�n . - n *0
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM
TO THE PHASE OF WORK. IT SHALL ALSO BE THE
Z
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
C)
SCORE Ile R
Z
2,
M
6" CONCRETE PAVEMNT
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR
COM121ACTED g
rn
.,a
r
6- GRANULAR FILL (MIN.)
EACH UPUTY BEFORE WORK IS STARTED. THE CONTRACTOR
SUBGRADE
SHALL NOTIFY IN WRITING THE OMER OR THE ENGINEER OF
CQ
L0
*PREPARED SUBGRADE PER INDOT No. 201
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
CONCRETE PAVEMENT SECTION
RESUMED.
CONCRETE CURB AND WALK
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH, APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
ASSUMED NORTH
SCALE: 1 )) =30 '
HOLEY MOLEY SAYS
"DON T
DIG
BLIND"
"IT'S THE LAW"
CMI 2 WMKING DAYS BITOK YOU DIG
1-800-382-5544
CALL TOLL FREE
PER INDIANA STATE LAW IS-69-1991.
IT IS AGAJNST THE LAW TO EXCAVATE
W11HOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
30 0 15 30 60
GRAPHIC SCAI F
i"=30,
LEGEND
6" Thick Concrete Paving
Remove Walk to Nearest Joint
Q Relocate Existing Tree (Coordinate wl Owner)
(D New 4" Concrete Walk
@ Proposed Location
0A Existing Tree To Be Relocated
W
FLOOD NOTE
The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainty in location or elevation
on the referenced Flood Insurance Rate Map. The within described tract of
land lies within Flood Hazard Zone X (unshaded) as said tract plots by
scale on Community Panel Number 18057CO209F the Flood Insurance Rate
Maps for Hamilton County, Indiana (mops doted February 19, 2003).
,�E?\ T 00
.............
0.
0
PE1950026
STATE OF
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DATE.
THIS DRAWING AND THE IDEAS. DESIGNS 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 SO4NEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP.(200!
I cl_
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidereorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
02/01/05
PROJECT NO.:
2903-00
DRAWN BY-
GJD
CHECKED BY:
CPM
SHEET TITLE-
WE/GRADING
PLAN
DRAWING FILES'
SHEET NO.-
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DATE:
02/01/05
PROJECT NO.:
2903-00
DRAWN BY-
GJD
CHECKED BY:
CPM
SHEET TITLE-
WE/GRADING
PLAN
DRAWING FILES'
SHEET NO.-