HomeMy WebLinkAboutBEA 042 - Plot Plan"SASE HOUSE STANDARD FEATURES"
MODEL: WOODSIDE
8' FULL BAS�MEN7- NO WINDOW WELLS
3 CAF2 SiDE ENTFiY GP.RAGE
5X7 DECK
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ELEV CT2S - LEFT HAND
9' GAF2DEN BASEMEN7
BRICK WRAP
1�'X14' DECK
" Conc Fiatwork 5q. Ft = ±�,467
Pubiic Walk 5q Ft = ±553
Sod Sq Yds = ±408
Seeding Sq Ft = ±6,667
"(Drive, Apron, 3' Walk, Pa1io, Sioops)
(PORCH NOT INCLUDED)
PBC 517
SAN MH
TC=$81.5fi
MLAG=875.9(R}
MFPG=875.9(R}
MLAG=880.9(F)
MFPG=876.7(F}
Note:
Contractor should verify sump
pit location with Field Manager.
No#e:
Retaining system for grading
may be necessary for garden
basemenfs.
Gar. FFE = 881.1
1stFIrFFE=882.9
TOW = 881.9
Bsmt FF� = 873.8
Gard. Window = 877.1
Drive Slope = ±4.4%
XX.X = Proposed Grade
� = Drainage Flow
= Overflow Rou1�
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BEAR CREEK PUD
"75' �OTS"
MIN FRONT YARD = 25'
MIN SID= SETBACK = 5' (FEG)
MIN SID= SETBACK = 3' (SEG)
MIN AGG SIDE SETBACK = 14'
MIN BETWEEN DWELLINGS = 10'
MIN REAR SETBACK = 20'
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Unless otherwise skated hereon, no informakion pertaining to but not limited
to, fluctuating water tables elevations, soil types, and conditions within the
building areas of this development ha�e been provided andlor referenced
on said documents. With 1he excavation of the proposed structure
foundations, certain care and observations should be mad� in regard to
such conditions as soil types and fluctuating water tables. During the
excavation process shauld any unsuitabie soiis or ground water be
witnessed, the builder shall be immediately notified for further examfnatior
and consultation. At the buiiders discretion, additional construction
techniques may be necessary to allev9ate future problems.
Note:
This document has been prepared for the benefit of the parties indicated
hereon, for khe express use of obtaining a residential building permit.
ihis dacument has been p�epared 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
Coar Consulting does not warrant the accuracy or cornpleteness oflhis
information.
MODEL
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� Flood Ffazard N\ �
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CS�Lot Number 42 lies ithin Flood Hazard Zone "X" per the scaled location
on i�e Flood Insurance Rake Maps for Hamilkon County, Indiana
(Community Panel #}18057CO205G, dated Navember 19, 2014}.
Note:
Contractor shouid verify site specific information depicted hereon with the
approved construckion plans for this deveEopmenk in regards to sidewalk
and ha,idicap ramp placemenk, widths, and construction. Contractor
shou�d verity site sp�cifi� information in rec�ards ko erasion control
placement and materials. Also, Contractor should reference Architectura€
plans for foundation orientation and dimensions.
The cc��traccorlowner should verify existing conditions prior to
construcfion. Any varying field conditions or any discrepancy wiih the
informakion conkained hereon should be immediately reparted to COOR
Consuiting & Land Services, Corp.; failur� to do so would resuit in the
contractorlowners assumption o# liability.
THE PRESERVE AT PLQT PLAN
Prepared For:
BEAR CREEK
SECTION 2
P.C. 5, SLIDE 491
INSTR #201602037'[
C.O.C.#20170594Q9
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA LOT # 42
{888) 593-2667 (765) 345-5943 FAX#: (7�5) 345-5692 ��03 EVERGREEN TRAIL
DATE: 01/15/20 .�OB #2013-125.042 REVISIONS: cARM��, IN 46074
���►� i-��7-zv
�oT # 42
±13,977 SF
MFF=8$1.4
PAD=880.7
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Pulte Homes of Indiana
;L The lawest elevation to have gravity sanitary sewer service musk be
more than one {1) foot above the lowest top of casting elevation of
��� either the first upstream br downstream manhale on the main line
� sewar to which the connection is made.