HomeMy WebLinkAboutCOP 007 - Plot Plan�in'� �
"BAS� HOUSE STANDAR� FEATURES"
MODEL: DEER VALLEY
9' FULL BASEMENT - QNE WkNDOW WELL
3 CAR SIDE ENTRY C7ARAGE
5'X7' DECK
BRICK WRAP
"SELECT�� F�ATUR�S"
ELEV HR2V - RIGHT HAND
SUNROOM
�' Conc Flatwork Sq. Ft � ±1,540
Public WaIK Sq Ft = �432
Sod Sq Yds = ±303
Seeding Sq Ft = ±4,502
*{Dri�e, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT lNCLIfDED)
XX.X = Proposed Grade
Per Plans
— = Drainage Flow
-- = Overflow Arrow
`7 � i� � ��j
CHENILLE DRIV
56' RIW c32' Bc-ec� -
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� APRON
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6�
92.3 , 5 wa�K
�oN� 119.48' a
� �RIVE � �
— -- 26.0' ---�-- —
—�---
��J� B.S.L 3' WALK
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d�� `-� PORCH
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5.0' ---
DEER VALLEY
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50557 ('�7 � / � "
STATE DF � ` ' '
�:,�,�q�NDIA?���,��OF I� S�"�Lar
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���''�+�. „ �.•`� �Q� ,. 39.4' 42.4' N �
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Note: ,�� — — — — — — 93.0, 92.0
Manholes must remain accessible� STM BH STM SEWER 115.69� WATER LIfVE
and at grade at al! times. TG890.65
CA "A" I�ote:
D.E. 8� BMP.E.
Note:
The lowest elevatian to have gravity sanitary sewer service must
be mpre than pne (1) foot above the lowest top pf casting
ele�ation of eifher the firsk upstr�am or downstream manhole an
the main line sewer to whiCh the conneCtion is made.
Flood Mazard Note:
Lot Number 7 lies wiihin Flood Hazard Zone "X"
(UNSHADED)per the scaled location on the Flaod Insurance
Rate Maps for Hamilkon Caunty, Indiana (Community Panel
18�57G0205G, dated Navember 19, 2014}.
Note:
This document has been prepared for the benefii of the parties indicated hereon,
for the express use of obtaining 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 comple_eness of this information.
O
c�or�����o�g ° ��c�c� �c�c��oc����,
c o� p o r� �� � o o r�
303 WEST MAW STREET KNIGHTSTOWN. INDIANA
(8$8) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 03/09/20 JOB #2018-115.007 REVISEONS:
3-- �3--Z�lZQ
Gar. FFE = 894.5
1 st Flr FFE = 896.3
TOW � 895.3
Bsmt FFE = 886.5
Drive Slope = ±5.9%
N ot�:
Min. Fronf Yard - 25
Min. Side Yard - 4'
Min- SY Aggregaie - 19'
Min. 5tructure separation - 10'
Min. Rear Yard - 25'
LOT # 7
±16,815 SF
PAD 893.9 PER PLAN
MFFE 894.5 PER PLAN
MFPG 894.5 �'ER PLAN
MLAG 894.0 PEf2 PLAN
Note:
Contractor should verify sunip pit
location with Field Manager.
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S7M INLET
TG891.73
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S�RVICE
VALVE
Contractor shoufd verify site specific information depicted hereon with the
approved construction pla�s for this develapment in regards to sidewaik and
handicap ramp placement, widths, and consfruction. Contractor should verify site
specific information in regards to erasion control placement and materials. Also,
Contracfor should reference Archifectural plans far foundatipn orientation and
dfinensfons.
Unless otherwise stated hereon, no information pertaining to but not
The contractorlowner shouEd verify existing conditions prior to construcEion. Any
varying field conditions or any discrepancy with the information contained hereon
shauld be immediately reported to COOR ConsuEting & Land Ser�ices, Corp.;
failure to cfo so would result in the contractorlowners assumptipn af liability.
IVOt@:
Unless otherwise stated hereon, no information pertaining to but not limited to,
fluctuaiing watar tables elevations, soil types, and condiiions withln the building
areas of this de�elopment have been provided andlor referenced on said
documents. With the excavafion of the proposed structure foundations, certain
care and observations should be made in regard to such conditions as soil types
and fluctuating water tables. During the excavation process should any
unsuitable soils or ground water be witnessed, the builder shall be immediately
notified for further examination and consultation. At the builders discretion,
additional constr�ction tachniques may be necessary to allev'iate future
problems.
COPPER RUN PLOT PLAN
P.c. 5, SLIDE 932 Prepared Fo�:
INSTR. #2019002699
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LOT # 7
1291p CHENIL�E DRNE
CARMEL, IN 46074 Pulte Homes of �ndiar�a