HomeMy WebLinkAbout06020063-Site Plan
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Schneider
The ScImel.der eorpo,..Uon
8801 otiI A'lmue
B1Jtoric Fort HarriIoD.
_poIiI. _ ~8-Ill3'
31'-1126-7100
317-828-7200 PAI
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LaJubca.pe !rchitecture
GIS'US
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Plot Pion Legend
This Plot Pion Prepared For. t 000.0 I Proposed (Lades
hit HOt.tES 000.0 Existing Grades
lot' 1. containing 7.495 S.F.f, in _000.0- Contour Grode
BROO<STONE PARK Of CARMEL * Appro,. lot..ollocotion
Section '1 - . - Sanitary Sewer Unes
Instrument , 200??oo33676 - If - Storm Sewer Unes
P.C. , 2. Slide' 450 - ~ - Wot.. Service Unes
& SuMp'S Certificate of Correction - - - - - - - Sub-Surface Drain lines
Instrument' 2000ooo50647 . Manhole (Sanitary or Storm)
&: Certificate of Correction Seccondory Plat Amedmenl. Beehive Inlet (Storm)
Instrument, 2(f()()()O()4(J{2 - . 11III Curt> Inlet (Storm) .
&: Certificate of Correction Seccondary Plat Amedment D End Section (Storm)
Instrument , 2003000656:54 ..... Fire H)dront
- 000 _ 000 _ Flow Une of swole
HAMil TON COUNTY. a.A Y TOlINSHIP
14510 BALD\\IN lANE (50' R/YfJ
Conn~. IN 46032
Prepared Dot~ 02/01/00 : By. JKI
Community Restrictions:
Side Yard = O'
ReQr Yard = 20'
Aggregote : 6' (B.H.)
Zoning = S1
Fm/Sled Floor E1evction Information
Pod Grade = 902.0 P" pion
Pod Grode + 0.2' = Garo9' FIT (902.2)
Garoge FIT + 0.5' = Resident,,1 FIT (902.7)
Res~entiol FIT - 9.0' = Bas","ent FIT (893.7)
Note : The garage finished floor e1ewtion
is 1.8' above the aim at the drive, per pIon.
GROUNO COVER CALCULATIONS:
Drive = 914 SFr
Public Walk = 650 SH
Pril'Ot. Walk =N/A SH
Seeding = 2.371 SH
Sod = 370 SH.
from rear of residence.
FLOOD HAZARD STATEMENT
CERllFICA 1l0N
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LEMOND DRIVEnO' Ii.
- 11-8 I
5.0'
PER Pl.J.N TC4Il61
. 31. 80Jl5
21.0:;l 15' U.!dl.E.
---- -------
20' B.S.L
42.
Sanitary Sewer Costing Information
Upstream Monhole, TC= 901.10
Downstream Nonhole, Te= 898.60
per plan.
Note:
Bu~der to ensure positive drainage
away from struture(s).
Note:
S<Jmp pump(s) to be ploced by
builder os needed.
RCll CURB
902.0
IDoo9Q1.1D
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I gOO. 1 I 100.22,:;l
Note:
This .drawing is bosed on construction pions or record drawings.
and IS not bosed upon a fMlld survey, The Schneider Corporation
does not warrant the accurocy or sufficiency of this infonnation.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should
be reported to The Schneider Corporation immediately; faDing
to do so results in the contracts assumption of all liabmty.
Note:
The basement elewtion, depicted hereon. has been determined
and based upon the pad grades and/or contours token from the
construction plans for this SlJbdivision. Unless stated, no information
ab~t fluctuating water t~les, soU conditions, or soB t)1>es has been
prOVIded or stated on SOld plans. It is recommended that the basement
finished floor elevations be at least two feet (2') above the normal
pool elevation of any adpining bodies of water, unless a stIJdy of facts
reveals otherwise. If during the excavation process any-ground water is
witnessed, The Schneider Corporation should be notified immediately.
The basement e1~vation should be raised two feet (2') above the ground
water, and oddltlooal construction techniques should be incorporated to
alleviate future problems.
Lot # 1
YB06.0048322
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Oetai of t)'p~1 Storm
Water flow pQttem for
indiYiduollots.
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Assumed North
Scale: 1- '" 30'
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TYPICAl. SWALE SECTlQN
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1900.9 II
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Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'). ho...... a dwellinq may be increased in heiql>t
to thirty-five feet (35') provided the side and rear yards
are increased an additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height
O-'-lf--r1
Flood Hazard Statement: The accuracy of any flood hazard dota shown
on this plot plan is subject to mop scale uncertainty and to any other
IJncertainty in location or eleYOtton on the referenced flood inStJrance
rote mate (ARM). None of the within descriled lond lies within thot
special flood hazCI"d zooe -A-, os said land plots by scale on
Community Map Number' 18057C0206f of the flood insurance rate
maps (ARM) for Hom~ton County, tndiooo, Doted February 19, 2003.