HomeMy WebLinkAbout06070177 Site Plan
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The Schneider Curporalion
8901 OUI Avenue
Hi..Bloric fort Haniaon
lndianapolia, Indiana 46216-103'1
317-826-7100
317-826-7200 fAX
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This Plot Plan Prepored for: R.H: of Indiano
Lot # 161 ,containing 8,144 S.F.:!:, in
StOll ford Pori<
Section I 2A
INSTR, I 200600014565
PC 4, Slide 42
Ooy Twp, Homiton County
Sec 29, TIaN. R3E
3468 Modesto Lone
Carmel, IN 46074
Prepared Date: 07/25/06: By: AMA
Proposed Bu)'llr(s): Lisa Corbitt
(50'R/W)
Plot Pion Legend
[]Q[[J Proposed Grodes
000.0 Existing Grades
__000.0- Cootour Grade
* Approx. lateral Location
- . - Sanitary Sewer Lines
-&1'- Storm Sewer Lines
- \I - Water Service Lines
- - - - - - - Sub-Surface DnJin Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIIlI Curt Inlet (Storm)
D End Section (Storm)
.... Fire Hj1Jront
- ",," - """ - flow Line of swale
Building Une (BL / BSL)
- - - - - - - Easement Line
Cornmunity Restrictions:
Side Yord =3' min.
Rear Yord = N/A
Aggregate = 6' (RH.)
R.H. of Indiana
finished Floor Elevation Information
Pod Grade = 915.0 per plan
Pod Grode + 0.7' ; Goroge FFE (915.7)
Goroge FFE + 1.5' = Residentiol FFE (917,2)
Residentiol FFE - 9.0' ; Bosemen1 FFE (908,2)
Note: The goroge finished floor elevation
is 1.4' above the curb at the drive, per plan.
Ground Cover Calculations
Drive =513 SFi
Public Wolk = 258 SF i
Private Walk =37 Sf!
Hj1Jroseeding = 1,357 SFi
Sod = 302 SH, from
Rear of residence.
Add!. Sod Pkg. = 245 SH, to
Rear easement
Note:
TIle contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer ood water line laterals.
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan.
STR/728
TC..916,2Q
PER PL.AN A .
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4" Sl ~I ",rJi'(
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TYPICAL SWAlE SECTION
Note; Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 914.90
Downstream t.lanhole, 1C=916.20
per plan.
67,87
10' L.M.E.
- - l'C-91i.
I.
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I'"
1
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1
1
1
1
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25' G.B.l. SlR.p29
22 5' B L 't lC-914.90
. ". PfRPlAN
a- .-
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9
o
0_
0'
20' D.E,
ADDlllOOAl-SOO UNE 44.6' --r-----
I 913.9 I 49,6' I
1
1
1<:;"
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f"
SOIl
N
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7'X5'
DECK
SOl)
..
..
ASI'EH C
FRU&l<SY
RES/OENa:
oS\JUP
PlJUP
16'
DRIVE
26.0'
36.0'
94.6
a
5' WALK
-"--
APRON
ti4,06'
lhis drawing is not intended to be represented os a retracement or
original bounaary survey, a route survey, or Q Surveyor Location Report.
Flood Hazard Statement: The accuracy of uny flood ha:..:ard dala ~hown 011 [his report i:, sllbjoJct 10
IIWP ;;cCllo lJnc~ltJillty <Jilt..! tu any oiher unccrt;:;inly in location or cl.:;vation on the rekriJlh.:ed 11000
irlSUf3!1Ctl rate map_ ALL of the within described land DOES NOT LIE within that speci<J1 ilaoj haL<lrd
Lanl.< A CIS said land plots by scalI:: on flood insufancl:: rale lIl<lp # 18057 0205F for City of Cdlflld.
lndi<-illd (maps di:Jltd FuLJrlJdry 19. 2003)
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a
TC-'914.07
PER PLAN
30.0'
B B
!l
Note:
This drawing is based on construction plans or record
drawings, and is not based upon a field survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions prior to any construction. Any
discreponcy found on this drowing should be reported to
The Schneider Corporation immediately, failing to do so
results in the contractors assumption of 011 liability.
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however 0 dwelling may be increased in height
to thirty-five feet (.35') provided the side and rear yards
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenly- five feet (25') in height.
Lot # 161
Vb06,0058407
DetQ~ of Groondl Storm
Water 110w pattern for
individual lols.
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=Ji::5i=
TC=9J.4.07
R PlAN
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:0:
I I \ I
o
Note: Builder to ensure
positive drainage away
from struclure(s).
Assumed North
Sc~e: I' ; 3D'
Note:
The basement eleyatioo, depicted hereon, has
been determined and based upon the pod
grades ond/Of contours token from the
construction plans for this subdivision. Unless
stated, no InfO(motlon about 6uctuatiflg water
tables, soil canditions, or soil 'Wes has been
provided or stated on said plans. It is
recommended that the basement finished floar
elevaliOlls be at least two feet (2') above the
nQ(mal pool elevotion of any adjoining bodies of
water, unless a study of facts reveals
otherwise. If during the excavation process ony
ground water is witnessed, The Schneider
Corporation should be notified immediately. The
basement elevation :>hould be raised two feet
(2') above the ground water, and additIonal
construction techniques should be incorporated
ta alleviate future problems.
Note:
Sump purnp(s) ta be placed by
builder us needed.
FLOOD HAZARO STATEMENT
CERTIFICA nON
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~GNA lURE :
DAlE:
~GNAlURE REPRESENTS CON~RUA1ION Of RECEIPT if PLOT PlAN BY CUSTOt.<ER.