HomeMy WebLinkAboutHSM 039 - Plot Plan REV 11-1-19"BASE HOUSE STANDARD FEATURES"
MODEL: NAPLES
"SELECTED FEATURES"
S' FULL BASEMENT - NO WINDOW WELLS
2 CAR COURTYARD
5'X7' DECK
if
ELEV EC01- RIGHT HAND
9' FULL BASEMENT'
BRICK WRAP e
11.3'X1 8'CONCRETE PATIO
(1) 4'X4' WINDOW WELL 0
® = Proposed Grade
= Drainage Flow
a Proposed Silt Fence
Note:
Contractor should verify
sump pit location with Field
Manager.
• Conc Flatwork Sq. Ft = t1,087
Public Walk Sq Ft = ±325
Sod Sq Yds = ±120
Seeding Sq Ft = t3,387
• (Drive, Apron, T Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
LOT # 39
±101140 SF
PAD 851.8 PER PLAN
MFFE 852.4 PER PLAN
MFPG 852.4 PER PLAN
Gar. FFE = 852.4
1st Flr FIFE = 854.2
TOW = 853.2
Bsmt FIFE = 844.4
Drive Slope =f5.8%
SAN SEWER
SAN MH SAN MH
TC=849.62 TC=851.25
TEMPLE DRIVE
50' R/W (28'13c ec)
I
�25' E.E.E.
30' NON-EXCLUSIVE
EASEMENT IN&TR.L
Flood Hazard Note:
Lot Number 39 lies within that Special Flood Hazard
Zone "X" per the scaled location on the Flood
Insurance Rate Maps for Hamilton County, Indiana
(Community Panel #18057CO208G, dated November
19, 2014).
Manholes must remain accessible
and at grade at all times.
Note:
WATER LINE
V WALK
v.,.vv L
EXISITING FRONTAGE ROAD
15'D.&U.E. NON-EXCLUSIVE EASEMENT
INSTR.#2016-55485
25' ACCESS ESMT.n & #2016-55570
41.0'
12
0' o°� 18
40' B
11.33,
32.0'—
i3
TWO CAR
GAR
uNEx
3,
o
or
C
NAPLES
O
(p
g SUMPLO
L0
OPIT
I
T_
gl PATIO
LU —al*
w W
g VAR. D.E. 2 .1' g
15' D_&U.E.
6' PATH 8' P.A.E.
COMMON AREA "B"
D.&U.E.&BMP ESMT.
EXISTING WET POND WITH NATIVE SHELVES
NORMAL POOL=837.0
100 YR ELEV=841.33
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.
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.
Note:
[[o����a5��0nj[I�ad H@Dq �
@(DC 0%1-3 � II = 00,
Note:
Minimum Front Yard -15'
Minimum Side Yard - 0'
Minimum Between Bldgs - fi'
Aggregate Minimum -10'
Minimum Rear Yard - 20'
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.
Note.,
Also, Contractor should reference Architectural plans for foundation Unless otherwise stated hereon, no information pertaining to but not limited to,
orientation and dimensions. fluctuating water tables elevations, soil types, and conditions within the building
areas of this development have been provided andlor referenced on said
The contractor/owner should verify existing conditions prior to construction. documents. With the excavation of the proposed structure foundations, certain
Any varying field conditions or any discrepancy with the information contained care and observations should be made in regard to such conditions as soil
hereon should be immediately reported to COOR Consulting & Land types and fluctuating water tables. During the excavation process should any
Services, Corp.; failure to do so would result in the contractor/owners unsuitable soils or ground water be witnessed, the builder shall be immediately
assumption of liability. 00 64 09111111Ml'r notified for further examination and consultation. At the builders discretion,
------1 additional construction techniques may be necessary to alleviate future
ipteq problems.
@oN,(ka��a�g Q �o leg
o� o p P o P 6 n® R
303 WEST MAIN STREET KNIGHTSTOWN. INDIANP
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 10/31/17 JOB #2017-055.039 REVISIONS:1
HERITAGE AT
SPRINGMILL
SECTION 1
P.C. 5, SLIDE 680
INSTR. #2017022451
LOT #
11237 TEM LE DRIVE
CARMEL, IN 46032
PLOT PLAN
Prepared For:
tPulteGroup
Pulte Homes of Indiana