HomeMy WebLinkAboutSHW 014 - Plot Plan"BASE HOUSE STANDARD FEATURES"
MODEL: LYON
8' FULL BASEMENT - NO WINDOW WELL
2 CAR FRONT ENTRY GARAGE
5'X7' DECK
'SELECTED FEATURES'
ELEV HR1A - RIGHT HAND
BRICK WRAP
9' FULL BASEMENT
COVERED PORCH
3 CAR FRONT ENTRY GARAGE
GARAGE SERVICE DOOR
OWNERS SUITE BAY
(2) 4'X4' WINDOW WELLS
NOTE:
Minimum Front Yard - 20'
Minimum Side Yard - 5'110' AGG
Minimum Rear Yard - 25'
A
Q
Note:
Manholes must remain accessible
and at grade at all times.
Note:
The lowest elevation to have gravity sanitary
sewer service must be more than one (1) foot
above the lowest top of casting elevation of
either the first upstream or downstream manhole
on the main line sewer to which the connection
is made.
Flood Hazard Note:
LOT # 14
±10,963 SF
PAD 919.2 PER PLAN
MFFE 918.1 PER PLAN
MFPG 917.8 PER PLAN
MLAG 917.3 PER PLAN
S0557
STATE OF
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Lot Number 14 lies within Flood Hazard Zone 'X" per the scaled location
on the Flood Insurance Rate Maps for Hamilton County, Indiana
(Community Panel #18057CO205G, dated November 19, 2014).
Note:
Contractor should verify site specific information depicted hereon with the approved construction plans
for this development in regards to sidewalk and handicap ramp placement, widths, and construction.
Contractor should verify site specific information In regards to erosion control placement and materials.
Also, Contractor should reference Architectural plans for foundation orientation and dimensions.
The oontractorlowner should verify existing conditions prior to construction. Any varying field conditions
or any discrepancy with the information contained hereon should be immediately reported to COOR
Consulting & Land Services, Corp.; failure to do so would result in the contractor/owners assumption of
liability.
ITg
O O p p o p o o
Gar. FFE = 919.4
1st Flr FFE = 921.2
TOW = 920.2
Bsmt FFE = 911.4
Drive Slope = t3.6%
Note:
Contractor should verify sump
pit location with Field Manager,
�lec-I�r�
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 06/18/19 JOB #2016-080.014 REVISIONS:
SW 401
SAN MH
TC=917.17
Note:
I'TO)M nsd mcpva t
36EQcBo V = 00
• Conc Flatwork Sq. Ft = t1,214
Public Walk Sq Ft = 093
Sod Sq Yds = t219
Seeding Sq Ft = t4,740
• (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
XX.X = Proposed Grade
--- = Drainage Flow
= Overflow Route
SW 402
SAN MH
TC=918.90
3
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Unless otherwise stated hereon, no information 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
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 construction
techniques may be necessary to alleviate future problems.
Note:
This document has been prepared for the benefit of the parties indicated
hereon, for the express use of obtaining a residential building permlt.
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
information.
�--i: FTAI �11IOATAY► NT0191
P.C. 5, SLIDE 730
INSTR # 2017048049
LOT # 14
14476 CARLOW RUN
CARMEL, IN 46074
PLOT PLAN
Prepared For:
*PutteGroup
Pulte Homes of Indiana