HomeMy WebLinkAboutETM 042 - Plot Plan"BASE FEQUSE STANDARD FEATUR�S"
MODEL: ROCKWALL
9' FULL BASEMENT -ONE WINDOW WELL
3 CAR SI�E ENTRY GARAGE
5'X7' C7ECK
BRICK WRAP
"SELECTED FEATURE.S"
ELEV EC2M - LEFT HAN❑
D[NWG ROOM OPTION
COVERED PORCH
FIREPLACE
(2) 4'X4' WINDOW WELLS
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50557
STATE OF
�;. �` i!�D�AN�•��:
,�''`q�� SU E'���.��:
'��.,, �� �.•.
CC�.. - /'
XX.X = Proposed Grade
� = Drainage Flow
,����"s = Overflow Route
Note:
Contractor should �erify sump pii
location with Field Manager.
* Conc Flatwork Sq. Ft = t1,599
Public Walk Sq Ft = t497
Sod Sq Yds = t374
5eeding 5q Ft = t6,384
'(Dri�e, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
LOT # 42
±�4,00o sF
PAD 894.90 PER PLAN
MFF 895.57 PER PLAN
MLAG 894.25 PER PLAN
MFPG 892.76 PER PLAN
Gar. FFE = 895.0
1st F!r FFE = 896.8
TOW = 895.8
Bsmt FFE = 887.0
Dri�e Slope = ±2.4°/a
,. _
93.0 Po �.. _���, — oao ��a 91.7
CO o-- � —.. — — �" � — '""— — --- 35P -^ ~
RlSER
893.D7 I � 00.00� � _
�
—� I _
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1
0
O �
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�
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5.�' \
I
25.0'
Lu
C
30.0'.��
iz
cor�c
i]RVVE
SAN SEWER
rn
ETM 05 �
5AN MM
TG-894.12 94.0
WATER LiNE �_— �
15.0' I }
R.D.E. i
— � —� -
46.4'
/
�� °��� � COVEREL�
.w �.�°`� SUMP PORGH
12,0�' PIT L —
— �
ROGKWALL �
��
- — -� L_
� ��
� I �1N1NG
� 4 ROOM
7HREECAR I
GAR o 17 4 '
{IiNEXCj � 3f.50'
/ 4
� 31.0'
PORCH � �q,58'
30' s.S.L.
35.4' Q 25' D.iJ
� � &S.S.�.
M
� l
5' WALK
w w N, �v -
z� cuRe wr sso
Q��a�c�c� C�or��G�
�JL.c�CoJ��o I..I I — c��Ol
Note:
iNinimum Front yard - 30'
Minimum Side Yard - 5720' Agg.
Minimum Rear Yard - 20'
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a C(.E�2�G
°' 11.4' Y V A�
S��f'� �:.F�
ETM 04
SAN MH
TC=894.90
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v
rn
Q HYD
'�'-� 12.0' I
TOWNE M�ADOW QR1VE
56' RJW cs2�sc-ec��
Note:
The lowest elevation to have gra�ity sanitary sewer service must be
more than on� (1 } foot aba�e the lowest top of casting ele�ation of
either tha first upstream or downstream manhole on the main lin� sewer
io which the connection is r�ade.
Nate:
Manholes must remain accessible
and at grade at all times.
Note:
Private walk to RIW may
need to be modified based
on water main location.
Flaod Hazard Note:
Note:
Contractor shquld �erify site specific information depicted hereoR with
the approved construction plans #or this development in regards to
sidewalk and handicap ramp placement, widfhs, and construction.
Contractor sho�ld �erify site specific informatian i� regards to erosion
control placement and materials. Afso, Contractar should reference
Architectural plans for foundaiion orienta#ion and dimensians.
The contractorlawner shauld verify existing conditions prior to
construction. Any varying field c�nditions or any discrepancy with the
information contained hereon should be immediately reported to COOR
Consulting & Lanci Services, Corp.; failure to do so would result in the
contractorlowners assurnption of liability.
0
�D��aO�o�g � D�a�c� ����o�c��g
� O [� [J O C� � � � O G�
M EADOW
SECTION 1
INSTR. 20200055$$
P.C. 5, SLIDE 1109
LOT # 42
303 WEST MAIN STREET KNlGHTSTOWN. INDIANA
(88$) 593-26fi7 (765) 345-5943 FAX#: (765) 345-5�92 Z�36 TOWNE MEADOW DRIVE
DATE: 08/21/20 J4B #202Q-010.042 REVISIONS: CARME�, IN 48032
Lot Number 42 lies within Flaod Hazard Zone "X"
per the scaled �ocation an the Flood Insurance Rate
Maps for Hamilton County, lndiana {Community
Panel #1$057CO205G, daied No�ember 19, 2014),
Note:
This document has been prepared for the benefit of the parties indicated
hereon, far the express use of flbtaining a residential building permit.
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
completeness of this inforrnaiion.
ESTATES AT TOWNE
PLOT PLAN
Prepared For:
�'U���
Pulte Homes of Indiana