HomeMy WebLinkAboutCOP 008 - Plot Plan"BASE HOUSE STANDARD FEATURES"
MODEL: WOODSIDE
8' FULL BASEMENT - NO WINDOW WELL
3 CAR SIDE ENTRY GARAGE
5'X7' DECK
BRICK WRAP
"SELECTED FEATURES"
Gar. FFE = 892.8
1 st Fir FFE = 894.6
TOW = 893.6
Bsmt FFE = 884.8
Drive Slope = ±3.3%
Note:
LOT # 8
±101889 SF
PAD 892.6 PER PLAN
MFFE 891.9 PER PLAN
MFPG 891.9 PER PLAN
MLAG 891.4 PER PLAN
ELEV HR3Q - RIGHT HAND Min. Front Yard .25'
9' FULL BASEMENT Min. Side Yard - 4' Note:
(2) 4'X4' WINDOW WELLS Min. SY Aggregate -19'
Min. Structure separation - 10' Contractor should verify sump pit
Min. Rear Yard - 25' location with Field Manager.
Note:
WATER
Assumed North
Sca SRI 1 3Q
w
fW
I�
=Proposed Grade
Per Plans
=Drainage Flow
= Overflow Arrow
Manholes must remain accessible
and at grade at all times.
Note:
CA "B'
D.E. & L.E.
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No.�
50557
STATE OF
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 Number 8 lies within Flood Hazard Zone "X'
(UNSHADED)per the scaled location on the Flood Insurance
Rate Maps for Hamilton County, Indiana (Community Panel
18057CO205G, dated November 19, 2014).
Note:
This document has been prepared for the benefit 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 completeness of this information.
no omd
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 07/16/19 JOB #2018-115.008 REVISIONS:
r,
• Conc Flatwork Sq. Ft = ±1,540
Public Walk Sq Ft = ±432
Sod Sq Yds = ±303
Seeding Sq Ft =:L4,502
• (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
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.
Unless otherwise stated hereon, no information pertaining to but not
The contractor/owner 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 8 Land Services, Corp.;
failure to do so would result in the contractor/owners assumption of liability.
Note:
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.
COPPER RUN PLOT PLAN
P.C. 5, SLIDE 932 Prepared For:
INSTR. #2019002699
IkPulte
LOT # 8
12977 CHENILLE DRIVE
CARMEL. IN 46074 Pulte Homes of Indiana