HomeMy WebLinkAboutHSM 024 - Plot Plan"BASE HOUSE STANDARD FEATURES"
MODEL: GENEVA
8' FULL BASEMENT - NO WINDOW WELLS
2 CAR COURTYARD
5'X7' DECK
"SELECT D FEATURES"
ELEV C01 - RIG HAND
BRICK WRAP
14'X1 1XCONCRETE PATIO
(1) 4'X4' WINDOW WELL
® = Proposed Grade
= Drainage Flow
—_°— = Proposed Silt Fence
Note:
Contractor should verify
sump pit location with Field
Manager,
Flood Hazard Note:
Lot Number 24 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).
Note:
LOT # 24
±85482 SF
PAD 848.4 PER PLAN
MFFE 849.0 PER PLAN
MFPG 848.7 PER PLAN
• Cone Ratwork Sq. Ft = t1,104
Public Walk Sq Ft = ±325
Sod Sq Yds = t151
Seeding Sq Ft = t2,947
" (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
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:
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
Manholes must remain accessible
and at grade at all times.
Note:
Gar. FFE = 848.9
1 st Fir FFE = 850.7
TOW = 849.7
Bsmt FFE = 841.9
Drive Slope =19.0%
45 7 L)HP
p0' cc
cTM SEIN 651
r-
9' S5b
48,9
O
SUMP
Q�T
W � r
O
LP R v
z �o'
5.2'
15 s.S.
D ,E,
1 �nm ]ir @d HOMh
ogal c-�"_09'
Note:
Minimum Front Yard - 15'
Minimum Side Yard - 0'
Minimum Between Bldgs - 6'
Aggregate Minimum - 10'
Minimum Rear Yard - 20'
STM SH
TC=845.01
15' D1&�.�• � �
2p B.S•�
GStyeVA
COMMON
AREA "D"
S.S.D.&U.E
o� w
PORCH
rn
0
HSM 14
--3
z3.5g'
SAN MH
6 S,
' TC=846.23
15'
12'
cp{111c
Ilk" E
5 W ALK
HSM 15 APRo� �- x c,sRBwrss� 12.0' U
SAN MH
TC=848.39 1 47
RIW (��,�c_�c�
50 --
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 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 & Land
Services, Corp.; failure to do so would result in the contractor/owners
assumption of liability.
001r,
C�OC �aUUnno) k<53U)nd �m@TdOC�- 0
c� o p o T� a® In
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.
HERITAGE AT
SPRINGMILL
SECTION 2
P.C. 5, SLIDE 728
NSTR. #2017047160
LOT # 24
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA 458 HERITAGE TERRACE
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 LANE
DATE: 06/11/19 JOB #2017-055.024 REVISIONS:1 CARMEL, IN 46032
PLOT PLAN
Prepared For:
*PulteGroup
Pulte Homes of Indiana