HomeMy WebLinkAbout05-Carmel IN-SR3-SR35
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Groundwater
STATEMENT OF LBUTATIONS
RECOMMENDED SPECIFICATIONS FOR COMPACTED FD,LS AND BACKFILL4
Groundwater levels taken during and upon Completion oftheboring operators; yielded meaMuonwr
THE DESIGN AND DETAILS
DISCLOSED HEREIN ARE THE
as shallow as two (2) feet below the ground surface. The exact location of the water table may
This report is solely fo the use of ICT, LLC dint Freddy's Frozen Ostard & Stu adrorgers, any
fill shall be formed from material free of vegetable matter, rubbish, large rock, and other
OF
EXCLUSIVE PROPERTY INC.All
ARCHITECTS C. AND
fluctuate somewhat depending upon normal seasolm variations in precipitation and surface runoff
reliance of this report b third es shall be at such s sole risk and ma not contain
rep Y 1 lsdY' Y
SHALL NOT BE COPIED OR
SHALL
MHOLE OR
deleterious material. Prior m placement of fill, a sate le of the proposed fig material should be
p p proP�
INREPRODUCEDARTWT O
PART ITS PRIOR
sufficient information for purposes of other es fin other uses. This report shall Only be
Pure parties rep Y
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WRITTEN CONSRT.
CONSENT.
The Soil Survey ofHamdron County, fndraw indicates a seasonm high groundwater table as shallow
presented in full and may not be used to support any other objectives than those set out in the scope
submitted m Alt & Wilzig Engineering, Inc. for approval. The surface of each layer will he
as the ground surface. Again, it should he noted that the groundwater level measurements recorded
of work, except where written approved and consent are provided by ICT, LLC dba Freddy's
approximately horizontal but will he provided with sufficient longitudinal and transverse slope m
DAN N1NTR, MCNIIECT
on the individual Boring Logs included m the appendix of this report, are accurate only for the dates
Frozen Custard & Steakbmgers, and Alt & Wittig Engineering Inc.
provide for nmoffof surface water from every point The fill material should be placed in layers not
on which the measurements were performed. The exact location of the water table should he
in exceed eight(8) inches in loose thickness and should be sprinkled with water as required to secure
anticipated to fluctuate somewhat depending upon normal seasonal variations in precipitation and
An inherent limitation of any geatechnical engineering study is that conclusions must be drawn on
specified compactions. Each lays should be uniformly compacted by means of suitable equipment
surface nmoff.
the basis of data collected at a limited number of discrete locations. The geoteschnical parameters
of the type required by the materials composing the fill. Under no circumstances should a bulldozer
provided in this report were developed from the information obtained from the test borings that depict
cor similar madedvehicles be used as compacting equipment. Material containing an excess of water
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Duemthe potential forahigh groundwater level, some difficulty during excavation and constructionnsubsurface
conditions onlyatthew specific locations and onthe particular date indicated ontheboring
so the speinfied compaction limits cannot be attained should be spread and driedto amoismre content
of the proposed shallow mundatiors is anticipated ifconstruction praceeds during the wetter portions
logs. Soil conditions a other locations may differ from conditions encountered a these boring
thin will permit proper compaction. AD fill should be compacted m the specified percent of the
ofthe year (typically Novemberm ApN). In addition, depending upon the weather conditions during
locations and groundwater levels shell he expected m vary with time. The nature and extent of
maximum density obtained in accordance with ASTM density Test D-1557 (95 percent of maximum
construction, seepage from surface nmoffmay occur. Since these foundation materials tend to soften
variations between the borings may not become evident until the course ofconsNmction.
dry density below the base of flooding elevation, 93 percent of maximum dry density beneath Boor
when exposed m free water, every effort should be made to keep the excavations dry should
herein is in detail form
APPENDIX
slabs and pavements). Should the results of the in -place density tests indicate that the specified
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groundwater be encountered A gravity drainage system, sump pumps, in other conventional minor
The exploration and analysis reported considered sufficient and scope in a
compaction limes are not obtained, the areas repmesemed by such tests should be reworked and
dewatering procedures should be sufficient for this purpose. It is also recommended that all concrete
reasonable basis for final design. The recemmundations submitted are based on the available soil
rotested as required until the specified limits are reached.
= 0
for footings be placed the same day that the individual foundatim excavations are made.
information and assumed design details enumerated in this report. If actual design details differ
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from those specified in this report, this information should be brought to attention of Alt &
The groundwater may else cause pumping of the subgmde during the wet season. Therefore,
Wittig Engineering, Inc. so that it may be determined if changes in the foundation
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concocting the water control system (ditches and/or underdmins) as early as possible in the
mco mmmdatiom are required Ifdevintions from the noted subsurface conditions are encountered
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construction sequence and limiting construction traffic in specific areas across the site will help in
during contraction, they should also be brought to the attention of Alt & Wilzig Engineering, Inc.
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mivimiu problems within the building pad and roadway areas.
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Alt&Wildg File: 181N0662
Ali Wildg File: 181N0662
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BORING LOG
SITE LOCATION MAP
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UNDERCUT EXCAVATION FOR ISOLATED FOOTINGS IN UNSTABLE MATERIALS
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DRILLING and SAMPLING INFORIMnON
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MASS EXCAVATION FOR FOOTINGS IN UNSTABLE MATERIALS
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DATE
Eta of Boring M fared
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11/7/2018
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Undercut Detail for Footing Excavation in Unstable Material
PROJECT: Freddy's Frozen Custard
4W
BORING LOCATION PLAN
LOCATION: Carmel, Indiana
CLIENT: ICT,LLC
Alf& W'1dg EE
ores W. WShm fredd1'LOCATION:
PROJECT: Freddy's Frozen Custard
PROJECT NAME: Fr 's Frozen Custard
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Carmel, Indiana
Alt& tinodg EngineedngIna
FIA No.: 181N0882
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LOCATION: Carmel, lntliana
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Alt&Wirzig P.ngirsering,Iw.
samdM rope Gwmwater eanm MrnmA6W
DRAWN BY:
CLIENT: ICT,LLC
etas W, yY Lren Cwmd,, rN 46632
TEL ol»s75-Ids-FAX nun 876-3705
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PREPARED FOR: ICT, LLC
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4105wur99m Sew-CurEcLm46032
Sus -Owen able Sram 0Dulre DduYlg 9L N&1-mew Sam Assers
ST- Provided Sway rum VAtcayun 5a cFA-Camnuos"gint 848
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A&W File No.: 18IND662
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PROJECT NO: 181N0862
T°°rhef' 675-T0m•P¢I317)976-3005
CA- Cmfinuous Flight Mpp DO-DIiK19Ceeng
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Lawlixised. 7171018 MarM
CHECKED BY:
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leaf Mpolflm: 1tl31120fa 11:49 AM
CT - culdii Tum Page 1 M 1
RELEASED FOR CONSTRUCTION
SHEET N0.
Subject to compliance with all regulations
of State and [Deal Codes
S R 3
City of Carmel
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DATE: \ 04/03/19