HomeMy WebLinkAboutWSB 097 - Plot Plan'BN5E HOUSE STANOARd FEATURES"
MODEL. SKYVfEW
9' FULL BASEMENT- QNE WINDOW WELL
3 CAR SIDE ENTRY GARAGE
5X7 DECK
BRICK 4 SIDES
"SELECTED FEATURES"
ELEV HR2Nf - RIGHT HAND
OWNERS BATM 6
QIMNG ROOM OPTIdN
10'X32.7' CONCRET� PATIO
3[i�i�l
Minimum �ront Yard - 30'
Minimum 5ide Yard - 1 D'!30' AGG
Minimum Rear Yard - 20'
XX.X = Proppsed Grade
�— = Drefnege Flow
= Overflow Raute
N ote:
Contractor should verify sump
pit ]ocation with Field Manager.
Gar. FFE = 909.3
1stFIrFFE=911.1
TOW = 910.1
Bsmt FFE = 9�1.3
Drive Slope =9,8%
109.95
�oT # 97
±18, 958 S F
PAD 909.3 PER PLAN
MFF 909.8 PER PLAN
MFPG 909.3 PEa PLAN {R)
MLAG 909.3 PER PLAN (R)
MFPG 906.7 PER PLAN (F)
MLAG 906.7 PER PLAN (F)
�� �: c-�� c
��
,,,..,.�:...,.
.• �N C�...
:
y��� ��� A�� f'
SU557
5iA7f OF
=; ����..H �Q : � ;
� � DVA,..�''� ,:
•��,4y�•S� . �-,�p ��
'���� �. �
��.
CC� ' /'
`Conc Flatwork 5q. Ft = t1,916
Public Walk 5q Ft = f679
Sod Sq Yds = t7fi1
Seeding Sq Ft = t8,239
"(prive, Apron, 3' Walk, Patio, 5toops}
{PORCH NOT INCLUDED)
Note:
Manholes must remain accessible
and at grade at all times.
N ote:
TMe lowest elevation to have gravity sanitary
sewer service must be more than one (1) foot
above the lowesi top of casting elevation of
either the first upstream or downstream manhole
on the main line sewer to which ihe connection
is made.
Note:
7�0, v� \ \9pV„y�(
0,9 �'�;
,
�r��e CC
c,e
c�
Contractar should verify site specific information depicted hereon with the
approved constructfon plans far thfs developmeni in regards to sidewalk
and handicap ramp placement, widths, and construction. Contractor
should veriTy sile specific information in regards to erosion control
placement and materials. Also, Contractor should reference Architeciural
plans for foundaiion orientation and dimensions.
The contractorlowner should verify existing canditfons prior ta
construction. Any varying fieid conditions or any dfscrepancy with the
information contained hereon should be immediately reported to COaR
Consulting & Land Services, Corp.; failure to do so would resuli in the
conlraciorlowners assumption of liabflity.
0
�or��a0�o�g
C� O C [�
Note:
P
�S�
/ ��OO�� �r
N �
O �� �P��`�
l�� s��C�C� �]O��G�
��'����o �" — ��'
WAS-708
SAN MH
TC=90&.02
Flood Hazard Note:
Lot Number 97 Ises wiihin Flootl Hazard
Zone "X" per the scaled location on the
Flood Insurance Rate Maps for Hamilion
Counfy, Indiana {Community Panel
#18057CO205G, dated November 19,
2d14),
Unfess otherwise stated hereon, na information pertaining to but noi limited io, fluctuating water tables
elevations, sofl types, and conditions within ihe building areas of this de�elopment have been provided
andlor referenced on said documents. With the excavation of the proposed struct�re faundations,
certain care and observatipns should be made in regard to such conrfitions as soil types and
fluctuating water tables. During the excavation process should any unswtable sofls or ground water
be witnessed, the builder shall be immediately not€fied for further examinaiion and consuliaiior�. At the
builders discretion, adddianal construction tachniques may I�e necessary to alleviate future pro6fems.
Note:
This document has been prepared for the benefit of the parties indicated hereon, for fhe express
use of obtafning a residential building permit.
This document has been prepared and based upon ihe construction documents, record
drawings, and additional information prepared fior this development by others. This document is
not based upon a field survey and Coor Consulting does not warrani ihe accuracy or
com�leteness of this information.
� DaC`�C� �C���70�C��g
O [� � � � O Cn�
����
�.� -
THE WOODS AT
SHELBORNE
SECTION �
P,C. 5, SLIDE 39fi
I NSTR #2015050$2i
�oT # 97
PLOT PLAN
Prepared For:
Pulte
3�3 WEST MAIN STREET KNIGHTSTOWN. INDIANA 3358 SHE�BORNE WOODS
($88) 593-2667 (765) 345-5943 FAX#: {765) 345-5692 PARKWAY
DATE: 0813a120 JOB #2015-090.097 REVISI�NS: CARMEL, IN 46032 Pulte Homes of Indiana