HomeMy WebLinkAboutHSM 034 - Plot Plan"BASE HOUSE, STANDARD FEATURES"
MODEL: GENEVA
"SELECTED FEATURES"
8' FULL BASEMENT - NO WINDOW WELLS
2 CAR COURTYARD
5'X7' DECK
ELEV TE 01 - LEFT HAN
9' FULL BASEME
BRICK WRAP
(1) 4'X4' WINDOW WELL
®
=Proposed Grade
= Dra€nage Flow
—a Proposed Silt Fence
Note:
LOT # 34
±11,199
SF
PAD 847.6 PER PLAN
MFFE
848.1 PER PLAN
MFPG
848.0 PER PLAN
Gar. FFE = 848.1
1st Fir FFE = 849.9
TOW = 848.9
Bsmt FFE = 840.1
Drive Slope =±3.2%
WET POND MO. 0afluf wf Math
NP=837.0 1" = Q2301
100 YR = 841.33
COMMON AREA "B"
D.&U.E.&BMP ESMT. Note:
45.1 L VAR. D.E. 65.02' 45.8 L
Minimum Front Yard - 15'
— ^` —��ssn �r Minimum Side Yard - 0'
15' o.&u.E. Minimum Between Bldgs - 6'
20' B.S.t . Aggregate Minium - 10'
\ Minimum Rear Yard - 20'
s�
�s\
\6 I 1 71.6'
Contractor should verify \
sump pit location with Field \ {
Manager. \
NARcECK
No. /
`} O
50557 I SUMP
STATE OF h PIT
*r+ bIA,.
gHD 311„a.•�� O �6fl GENEVA `
25fP
” Cone Flatwork Sq. Ft =1966
Public Walk Sq Ft = 1327 ioA—Irz
Sod Sq Yds = 1163
Seeding Sq Ft = 15,640
' (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED) HSM #14
SAN MH
TC=848.23
Flood Hazard Note:
Lot Number 34 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:
I Two CAR 1.6'
GAR
(UNEXC)
C
15' S.S.
S-. . HSM #1 D.&.U.E.
rn 16.0' 1 Q ` 12' in
1 TC=847.29 corn I�
DRIVE V
5'WALK 4.7
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:
12.0' w�ss0
HERITAGE TERRACE LANE
50' RMI (26'BC-sC)
w WATER LINE W HBO
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 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.
r � rroR
®ong
,4
kmd 'm-�1?T00 Ql)g
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:
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 al -I 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
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 05/20/19 JOB #2017-055.034 REVISIONS:1
HERITAGE AT
SPRINGMILL
SECTION 2
P.C. 5, SLIDE 728
INSTR. #2017047160
LOT # 34
430 HERITAGE TERRACE
LANE
CARMEL, IN 46032
PLOT PLAN
Prepared For:
*PulteGroup
Pulte Homes of Indiana