HomeMy WebLinkAboutCOP 001 - Plot Plan�ig'!�-�c.�� h�— /�- Z-t� Z�
"BASE HOUSE STANDARD �EATURES"
IVIODEL: CASTLETON
9' FULL 8A5EMENT - ONE WINDOW WELL
3 CAR SIDET ENTF2Y GARAGE
5'X7' DECK
BRICK WRAP
"SELECTEDFEATURES"
ELEV NC3M - LEFT HAND
COVEREDPORCH
(2) WIN�OW WElLS
* Conc Flatwork Sq. Ft = ±2,421
Public Walk Sq Ft = ±211
Sod Sq Yds = ±545
Seeding Sq Ft = ±6,218
*{Dri�e, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
�oT # �
±16,037 SF
PAD 893.3 PER PLAN
MFFE 893.9 PER PLAN
MFPG 893.9 PER PLA�!
MLAG 893.4 P�R PLAN
Note:
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I �1 ��
Front Yard - 25'
Side Yard - 4'
5Y Aggregate - 19'
Min. 5iruciure separation - 1 D'
Min Rear Yard - 25'
3' Ser�ice walk io street may
need modified due to water
meter pii locaiion.
Note:
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S0557
: STATE OF :
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The lowest elevation to have gravity sanitary sewer service must
be more than one (1) foot above the lowest top of casting
ele�ation of either the first upstream or downstream manhole on
the main line sewer to which the connection is made.
Flood Hazard Nate:
Lot Number 1 lies within Flood Hazard Zone "X"
(UNSHADED)per the scaled location on the Flood Insurance
Rate IVlaps for Hamilton County, Indiana (Community Panel
18057CO245G, dated November i 9, 2014).
Note:
This document has baen prepared for the benefit of the parties indicated hereon,
for the express use of obtaining a residential building pe�mit.
This document has been prepared and based upon the construction documents,
record drawings, and additional information prepared for this development by
others. This document is not based upon a field survey and Coor Consulting
does not warrant the accuracy or completaness of this information.
O
c�o��a��o�g � O��c� �c�r��oc�c���
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c� o r� p o r� ��� o�
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
{888) 593-2667 (765) 345-5943 FAX#: (765} 345-5692
❑ATF- [14113120 JOB #2{}18-115_001 REVISIONS:
Contractor should verify site specific information depicted hereon with the
appraved construction pfans for this development in regards to sidewalk and
handicap ramp placement, widths, and canstruction. Contractor should verify site
specific infarrctation in regards to erosion control placement and materials. Also,
Contractar should reference Architectural plans for foundatian orientation and
dimensions.
Unless otherwise stated hereon, no fnformation pertafning to but not
The contractorlowner shauld verify existing conditions prior to construction. Any
varying field conditions or any discrepancy with the infarmation contained hereon
shouid be immediately reported ta COOR Consulting & Land 5ervices, Gorp.;
failure to do so would result in the contractorlowners assumption of liability.
Note:
Unless otherwise stated hereon, no information pertaining to but not limited to,
fluctuating water tables elevations, soil types, and conditions within the building
areas of this development haue been pra�ided andlor referenced on said
documents. With the excavation of the praposed structure foundations, certain
care and obsenrations shouid be made in regard to such conditions as soil types
and fluctuating water tables. During the excavation process shauld any
unsuifabla soils or ground water be witnessed, fhe builder shall he immediately
notified for further exam3nation and consultation. At the builders discretion,
additional construction techniques may be necessary to aileviate future
problems.
COPPER RUN PL4T PLAN
�.c. �, SLIDE 932 Prepared For:
IN57R. #k2019042699
�Fu lt�e � �
Gar. FFE � 893.9
1st Flr FFE = 895.7
TOW = 894.7
Bsmt FFE = 885.9
Drive Slope = ±2.7%
LOT#'[
93060 CHENILLE DRIVE
CARMEL, IN 46074 Pulte Homes of Indiana
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Contractor should verify sump
pii location with Field Manager. Note:
4 y� � � Min.
� � � � � il� Min.
*�' . �} ?, � ? Min.