HomeMy WebLinkAbout0941.93.5i
SEE $HT C20
ENHANCE
%ST j9
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No.
;910337
STATE OF
ONAL
CERTIFIED BY:
EXISTING UTILITIES ARE SHOWN DASHED 1- 300 -352 -5544
CALL TOLL FREE
NOTE: 1 -800- 428 -5200
1. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOW FOR REFERENCE ONLY AND
DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED FOR CALLS OUTSIDE OF INDIANA
PLAT FOR EXACT INFORMATION.
REVISIONS PAUL I. CRIPE, INC. • SURI G CONCEPT CHK: DRAWN B SCALE: DATE:
• LAND VEYING K.M.T. 1 " =50' 8 -25 -93
3 `�3 7172 GRAHAM ROAD • ARCHITECTURE ENG. CHK: DRFTNG. CHK: DRAWING TITLE:
DATE INDIANA3POLIS,8 N2DIANA 46250 • LAND PLANNING GRADING
ted of centerline of street are top of curb
respective Station.
'Ian & Profile sheet for additional grades on
;nt of these plans to use all excess fill
Borrow pits in nonstructural ill areas
> obtain suitable fill material and
information compilation by Paul I. Cripe, Inc.
eering. Accuracy has not been totally
I. Cripe, Inc. Typical mopping accuracy
lalf contour interval. Any discrepancies
to the Engineer.
areas designated for fill for future
constructed of suitable fill material
sr specifications. All fill areas for
to be stripped of topsoil prior to
hall preserve existing trees wherever
and owner's representative shall be
ring limits. Clearing limits shall
�s within street areas, utility
and cut and fill areas. Cleared
ied onsite at the direction of the
3t ive.
loll be placed in mounding areas and
3reos. Upon completion of mass
shall be spread to a depth of 4 to 6
be seeded such as lake slopes, mound
een curb and clearing limits, and all
utside of building and parking areas.
lams, sediment pits and silt fences shall be
erosion. See erosion control
erosion details for additional
Soil Erosion Plan for additional
once — The Contractor shall confirm all
es prior to start of construction. If
,toge or earth is encountered, the
:onfirm with the Owner and Engineer the
stockpiling, removal or importing of
the grades may be required to obtain
s when minor excess material or
:ountered. It is recognized by the
A the calculations of the Engineer in
work quantities shall be accomplished in
he American Society of Civil Engineers
:h calculations. Further, that these
ubject to the interpretations of soil
ysicol limits of the various soil types,
variation in finish grade and
tted the contractor, and that all of
may cause either on excess or shortage
rk materials to complete the project.
minor excess or shortage of materials
actor shall contact the engineer to
>tments can be made to correct the
1.
ms — If during the construction or survey
is determined that there are
devotions to properly construct the
sign grades appears to be too steep or
:onditions, the contractor shall contact
djust or add additional elevations as
CAUTION
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 SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
KROGER
STORE
�J -959
- CARMEL,
INDIANA
CLIENT:
DWG.
TYPE
FILE NUMBER
SHEET:
KROGER
PLAN
JOB NUMBER
71V%A -7n
C203