HomeMy WebLinkAboutHSM 016 - Plot Plan"BASE HOi1SE STA�fDARD FEATURES"
MODEL: M4NAC0
9' FULL BASEMENT - ONE WINDOW WELL
2 CAR COURTYARD
5'X7' DECK
BRICK WRAP
"SELECTED FEATURES"
ELEV EC01 - RIGNT HAND
4' GARAGE SIDE EXTENSION
12'X19' DECK
(2) 4'X4' WWDOW WELLS
XX.X = Proposed Grade
� = Drainage Flow
- = Proposed Silt Fence
LOT # 16
±13, 083 S F
PAD 848.1 PER PLAN
MFF'E 848.7 �ER pLAN
MFPG 848.7 PER PLAN
* Conc Flatwork Sq. Fk = �978
Public Walk Sq Ft = t271
Sod Sq Yds = t151
Seecifng Sq Ft = �11,362
`{Dri�e, Apron, 3' Walk, Patio, Stoops)
(PQRCH NOi INCLUDED}
Gar. FFE = 848.7
1st Flr FFE = 850.5
TOW = $�9.5
Bsmt FF'E = 840.7
Drive Slope =±8.5%
Note:
Contractor should verify
sump pit location with Field
Manager.
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TC=846.94 UJ��
3,4'
202.59'
102.2' —
� 94.5' —
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Flood Hazard Note:
Lot Number 16 lies within that Special Flood Hazard
Zone "X" per the scaled location on the Flood
Insurance Rate Maps for Hamilfon County, Indiana
(Community Panel #18057CO208G, dated No�ember
19, 2014).
I�ote:
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7.0'
The lowest ele�atioR to ha�e gravity sanitary sewer service must be
more than one (1) foot above the lowest top of casting elevatipn pf
either the first upsiream or downstream manhole on the main line
sewer to which the connection is ma�4e.
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25.7T � . 77.29' `"r 4' EXT. 2.00 C
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Cantractor should �erify site specific information depicted hereon with the
approved consiruction pEans for this dev�lopm�r�t in regards ta sidewalk and
handicap ramp placerr�ent, widths, and construction. Contractor should verify
site specific information in regards to erosion control placement and materials.
Also, Coniractor should reference Architectural plans for foundation
orientation and dimensions.
The contractorlowner should verify existing conditions prior to canstruction.
Any �arying fie�d conditions or any discrepancy with the information contained
hereon should be immediately reported to COOR Consulting & Land
Ser�ices, Corp.; fiailure to do so would result in the contractorlowners
assumption of liability.
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Note:
LQ��[��r C�C� I�OC��I�
�s��a�c�� � " = 5 �'
Note:
Minimum Front Yard - 15'
Minimum Side Yard - 0'
Minimum Between Bldg� - 6'
Aggregate Minimum - � 7'
Minimum Rear Yard - 20'
HSM 16
SAN MH
TC=847.29
S7M fNLET
� TC-845.97
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This document has been prepared for the benefit af the parties indicated
hereon, for the express use of abtaining a residential building permit.
This document has been prepared and based upon tha construction
documents, record drawings, and additional information prepared for this
development by others. This document is not based upon a field survey ard
Coor Consulting does not warrant the accuracy or completeness of this
information.
Note:
Unl�ss otherwise stated hereon, no information perkaining to but noi limited to,
fluctuating water tables elevations, soil types, and conditions within the bui ding
areas of this development have been pro�ided andlor referenced on said
documents. With the excavation of khe proposed structure foundations, certain
care and observations shou{d be made in regard to such conditions as soil
types and fluctuating water tables. During the excavaiion process should any
unsuifable sails or ground waier be witnesse[f, the builder shall be irnmediately
notified for turther examination and consultation. At the builders discretion
additional construction techniques may be necessary to alleviate future
problems.
HERITAGE AT
SPRINGMILL
SECTIQN 2
P.C. 5, SLIDE 728
lNSTR. #2017047160
c�o��a0�oc�g � ��a�c� �c���oc�c��g
0
c� o� p c r� �a �� o�
3Q3 WEST MAIN STREET KNIGHTSTOWN. INDIANP
(888} 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 03/09/20 JOB #2017-�55.016 REVISIONS:
LQT # 16
PLOT PLAN
Prepared For:
�Pu lte �
11186 VALESIDE CRESCENT
CARMEL, IN 46032 Pulte Homes of Indiana