HomeMy WebLinkAboutCOP 016 - Plot PlanG�,��L�d 3-'�-a � Z�
"BASE HOUSE STANDAR� FEATURES"
NfODEL: WOQdSIDE
9' FULL BASEMENT - NO WINDOW WELLS
3 CAR SIDE Ef�fTRY GARAGE
5'X7' DECK
BRICK WRAP
"SELECTEDFEATURES"
ELEV NC3T RIGHT HAND
9' FULL BASEMENT
10'X14' DECK
MODIF[ED DRIVE Tp 24'
{2) 4'X4' WINDOW WELLS
t�lote:
Contractor should verify sump pit
location with Field Manager.
�+iOt@:
3' S�RVIC� WALK MAY NEED
MODIFIED DUE 70 WATER �VIAI
LOCATION.
Note:
LEFT WINDOW WELL MAY NEE
MOVEQ TO REAR OF HOUSE.
WINDOW WELL OVER THE
BUILDING LINE.
WATER LIN�
XX.X - Proposed Grade
Per Plans
— = Drainage Flow
= Overflow Arrow
Note:
Manholes must remain accessi�le
and at grade at all times.
Note:
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WATER LINE
24.0'
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WALK
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: ��.•.�GISTFR •..A� �
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sos5�
STATE OF
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The lowest elevation to have graviky sanitary sewer ser�ice must
be more than one (1 } foot above fhe lowest fop of casting
elevation of either the first upstream or downstream manhole on
Yf�e rnaln line Sewer to whiCi� the Cnnnectipn is made.
Flood Wazard Note:
Lot Number �6 lies within Flood Hazard Zone "X"
(UNSHADED}per the scaled location on the Flood Insurance
Rate Maps for Hamilton GoUniy, Indiana (Community Panel
18057CD205G, dated November 19, 2Q14).
Note:
This document has been prepared for the benefit of the pa�ties indicated hereon,
for the express use of obtaining a residential building permii.
This document has been prepared and based upon the construction doc�ments,
record drawings, and additiona! information prepared for this development by
others. This document is not based upon a field suruey and Coor Consulting
does not warrant the accuracy or completeness of this information
0
�o������a�g � D��c� ����oc�c��.��,
�� C� C� C� OO C� c� � 0 OO �
303 WEST MAlN STREET KNIGHTSTOWN. INDIANA
($88} 593-2fi67 (765) 345-5943 FAX#: {765) 345-5692
DATE: 03/14/20 JOB #2018-115.016 REVISIONS:
Gar. FFE = 894.4
1 st Flr FFE = 896.2
TOW = 895.2
Bsmt FFE = 886.4
Dri�e Slope = -�3.5%
Note:
Min. Front Yard - 25'
Min. Side Yard - 4'
Min. SY Aggregate - 19'
Min. Struclure separation - 10'
Min. Rear Yard - 25'
L�T # 16
±12,992 SF
PAD 894.0 PER PLAfV
MFFE 894.4 PER PLAN
MFPG 894.4 PER PLAN
MLAG $93.9 �ER PLAN
1.0'
g2.5 � 30.0�� 93.5 }
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�` Conc Fla#work Sq. Ft = ±1,617
Public Walk Sq Ft = ±1,214
Sod Sq Yds = � 738
Seeding Sq Ft = ±3,711
*{Dri�e, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT IiVCLUDED)
Gontractor shauld �erify site specific 'mformation depicted hereon with the
appro�ed consYruction plans for this developmeni in regards to sidewaak and
hanc�icap ramp placement, widths, and construction. Cantractor should verify site
specific information in regards to erosion control placement and materials. Also,
Contractor shou;d referenee Architectural plans for founda#ion orientation and
dimensians.
Unless otherwise stated hereon, no infarmation pertaining to buE not
The contractorlowner should verify existing conditions prior to constructlon. Any
varying field conditions or any discrepancy with the infarmation containeci 1�ereon
should be immedlately reported to COOR Consulting & Land Ser�ices, Corp.;
failure to do so would result in the contractorlowners assumption of liabihity.
Note:
Unless otherwise stated hereon, no inforrr�ation pertaining to but not limited to,
fluctuating water tables elevations, soil types, and conditions within the building
areas of this development have been provided andlor referenced on said
documents. With the excavation of the proposed structure faundations, certain
care and observations should be made in regard to such conditions as soil types
and fluctuating water tables. During the excavation process shpuld any
unsuitable soils or ground water be witnessed, the builder shall be immediately
notifled for Further examination and consultation. At the builders discretion,
additionaE construction techniques may be necessary to alleviate future
prablems.
C�PPER RUN PLOT PLAN
�.c. 5, SLIDE 932 Prepared For:
INSTF2. #2019002699
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LOT # 16
12962 COPP�R RUN BOU�EVAR�
CARMEL, IN 46074 Pulte Homes of Indiana