HomeMy WebLinkAboutHSM 002 - Plot Plan"BASE HpUSE STANDARb FEATURES"
MODEL: NAPLES
"SELECTED FEATURE5"
9' FULL BASEMENT -O�lE WINDOW WELL
2 CAR COUI2iYAR[l
5'X7' D�CK
BRICK WRAP
EL�V ET01 - R�GHT HAND
11.3'X18' CONCR�TE PATIO
Nate:
Contractor should verify
sump pit location with Field
Manager.
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,<<!11 17 15�,
" Conc Fiatwork Sq. Ft = t9 ,282
Publfc Walk Sq Ft=±335
Sod Sq Yds - t182
Seeding Sq Ft = fi3,786
"(Dri�e, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
W,/' "�
Flood Hazard Note:
Lot Number 2 lies within that Special Flood Nazard
Zone "X" per the scaEed location on the Flood
Insurance Rate Maps for Hamilton Caunty, Indiana
(Community Panel #18057CO208G, cfated November
19, 2014).
N ote:
Manholes must remain accessible
and at grade at all times.
N ote:
The lawest eievation to have gra�ity sanitary sewer service must be
more than one {1) foot abo�e the lowest top of casting elevation of
either the first upstream or downstream manhole an the main line
sewer to whfch the cannection is made.
N ote:
�� Sl1MP NAPLES
�P�T
4
O
PATIO
Gar. FFE � 848,9
1 st Flr FFE = 85D,7
TOW = 849.7
Bsmt FFE = 840.9
Dri�e Slope =t3.5%
HSM #12
5AN MH
TC=847.64
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�d3 Note:
Cantractor shotald verify site specific infprmatipn depicted hereon wfth the
approved construction plans for this de�eEopment in regards to sidewalk and
handicap ramp placement, widths, and construction. Contractor should �erify
site specific infarmation in regards to erosion control placement and materials.
Also, Contractor should reference Architectural plans for foundafior�
orie�tation and dimensions,
The contractorlowner should �erify existing condikions prior to construction.
Any �arying field conditions or any discrepancy with the i�formation contained
h�reon si�ould be fmmediately reported to COOR Consulting & Land
Services, Carp.; faifure to do so would result in the contractorlowners
assumption of liabilfty.
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!�C���Cv���r�(� �C��C��Gi�
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N ote:
Minimum Front Yard - 15'
Minimum Side Yard - 0'
Minimum Between Bldgs - 6'
Aggregate Minium - 10'
Minimum Rear Yard - 20'
0 = ProposeU Gratle
�� = I7rainage Fbw
-�a:�.��a = o�erfbw Route
L'�.�G�� �
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This document has been prepared for the bene#it af the parties indicated
hereon, for the express use of obtaining a residential building permi#.
This document has been prepared and based upon the construction
documents, record drawings, and additional infarmation prepared for this
cfe�eiopment by others. This dncument is not based upon a ffeld survey and
Coor Consulting does not warrant the accuracy or completeness of fi�is
information.
Nata:
Unless othe�nrfse siated hereon, no information pertaining to but not limited to,
fluctuating water tables elevatians, soi� types, and conditians within the building
areas of this de�elopment ha�e bee� provided andlor referenced on said
documents. With the excavation of the proposed structUre fcundations, certain
care and observations should be made in regard to such conditions as soil
iypes and fluctuating water tables. During the excavatian process should any
unsuitable soils or ground water be witnessed, the builder shall be immediately
notified for furt�er examination and consultation. At the �uilders discretion,
additianal construction techniques may he necessary to alleviata future
problems.
c�or��a0�o�g a ��a�c� �c���oc�c���,
C� OO C' �JJ OO C� ra7 i� 0 O I�
HERITAGE AT
SPRINGMILL
SECTION 2
P,C, 5, SLIDE 728
I NSTR. #20170479 60
LOT#2
303 WEST MAIN STREET KNiGHTSTOWN. INDIANA 411 NERITAGE TERRACE
(888) 593-2667 (765) 345-5943 FAX#: (765) 345�5692 LAN�
CARMEL, IN 46032
nnTF� nFr�d��n .InR #�f�17-f)�� fiC17 RF1/1�InN��
LOT # 2
±9,338 SF
PAD 848.�3 PER PI.AN
MFFE &48.6 PER PLAN
MFPG 848,1 PER PLAN
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oRivE
ii.sa. g � .
TWO CAR 2.D'
GAR S Y
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2.0'
PO '? �,
— — — e�:oo�zao� �
A
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, ,,,, 11.3'
HSM #13
5AN MN
TG=847.29 RPGE �AN
PGE SER ��.ec� �
HERI`� R�� �26' 7 4 �
5O� WATER LINE
12 �, z, �� � S� � j,vROK r
,� W— V G7 7 ao
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PLOT PLAN
Prepared For:
�Pu lte
Pulte Homes of Indiana