HomeMy WebLinkAboutHSM 025 - Plot Plan"BASE HOUSE STANDARD �'EATURES"
MODEL: NAPLES
8' FIJLL SASEMENT - NO WINDOW WE,LLS
2 CAR COURTYARD
5'X7' DECK
BRICK WRAP
"SELECTED FEATURES"
ELEV ET01 - LEFT FiAND
9' FULL BASEMENT
12'X18' D�CK
(1 } 4'X4' WINDOW WELL
XX.X = Proposed Grade
� = arainage Flow
�—= Proposed Silt Fence
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Note:
LOT # 25
±11,438 SF
PAD 847.3 PER PLAN
MFFE 847.9 PER PLAN
MFPG 847.7 (F} PER PLAN
MFPG 845.0 (R) PER PLAN
" Conc Flatwork 5q. Ft = ±918
Public Walk Sq Ft = �403
Sod Sq Yds = ±206
Seeding Sq Ft = ±5,933
*(Drive, Apron, 3' Walk, Patio, Stoops}
(PORCH NOT INCLl3DED}
Gar. FFE = 847.8
1st Flr FFE = 849.6
TOW = 845.6
Bsmt FFE = 839.8
Dri�e Slope = ±3.6%
Note:
Cantractor shauld verify
sump pit location with Field
Manager.
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Minimum �ran# Yard - 15'
Minirnum Side Yard - 0'
Minimum Between Bldgs - 6'
Aggregate Minimum - 10'
Minimum Rear Yard - 20'
HSM #20
SAN MH
TC=846,23
WATER LIN�
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The lowest elevation to have gravity sanitary sewer service must be
mare than one {1) foot aba�e the lowest tap of casting elevation of
either t�e first upstream or downstream manhole on th�: main line
sewer to which the connectian is made.
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Flood Hazard Note:
Lot Number 25 iies within that Special Flaod Hazard
Zone "X" per the scaled location on the Flood
Insurance Rate Maps for Hamilton County, Indiana
(Community Pane[ #18057CO208G, dated November
19, 2014).
HSM #14
5AN MH
TC=846.23
Note:
Note:
Manholes must remain accessible
and at grade at all times.
Note:
16�0
CO
Contractor should verify site specific ir�forma#ion depicted hereon with the
appraved construction plans for this d�velopment in regards to sidewalk and
handicap ramp placement, widths, and construction. Cantractor shouid verify
site specific information in regards ta erosion control placement and materials.
Also, Contractor should reference Architectural plans for faundatian
orier�tation and dimensions.
The cantrac#orlowner shauld verify exis�ir�g conditions prior to canstruc�ion.
Any �arying field conditions or any discrepancy with the information contained
hereon should be immediately reported to COOR Consulting & Land
5ervices, Corp.; failure to do sa would result in the contractarlowners
assumption of liability.
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This document has been prepared for the benefit of the parties indicated
hereon, far #he express use of obtaining a residential building permit.
This document has been prepared and based upon ihe construction
documents, record drawings, and additional information prepared for this
development by others. This document is not based upan a felc! survey and
Coor Cansulting does not warrant the accuracy or campleteness ot this
info�mation.
Note:
lJnless other-wise s#ated herean, no information pertaining to but nof fimited to,
fluctuating water tables elevations, sail types, and conditions within the building
areas of this development ha�e been provided andlor referenced on said
documen#s. With the excavatior� of the proposed structure faundations, certain
care and observations should be made in regard to such conditians as soil
types and fluctuating wat�r tabies. During the excavation process should any
unsuitable soils or ground water be witnessed, the buiider shall be immediately
notified for further examination anci cansultation. At the builders discretian,
additianal construction techniques may be necessary to alleviate future
problems.
�o��a0�o�g � D��c� �c���oc����,
c� o� p o��a � o o c�
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
{888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: Q2112120 J�B #2017-055.025 REVISIONS:
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4
5.6'
i .9'
HERITAGE AT
SPRINGMILL
S ECTI ON 2
P.C. 5, S�lDE 728
INSTR. #2417047160
LOT # 25
1121Q HERfTAGE VIEW LANE
CARMEL, IN 46032
PLQT PLAN
Prepared For:
�Pu lte
Pulte Homes of Indiana