HomeMy WebLinkAbout06090014 As Built
to 23.96 23.96 23.96
~ SlAB SI.A8 SlAB
'2391 # 802 # 803 2391 # 804
WESltfY 2510 WEST\..EY
FRt.I&MSY ....... TYlER 1-- FRIIl&:I.lSY lo
RESlDENCI ~ fRill &: MSY ~ RESIDENCE N
... t.JESlDENCE ... 1.0 ...
<0 <0
TWO CAR r0 ,...-)
GARAGE r- r-
23.58' ~
16' I
DRIVE ::;
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Schneider
This Plot Pion Prepared For. Pulte Homes
Townhomes at GuDford
Instrument , 200500080749
SEe 36, TI8N, R3E
HamDton County, Clay T wp.
City of Carmel
Black 8
Prepared Date: 05/15/2006 : By: AMA
The Schneider Corporation
8901 otis Avenue
Hiatoric Fort. Harrison
Indlanapolill, Indiana 46216-1037
317-826-7100
317-826-7200 FAX
_..~.....-~.'~
Pulte Homes
Finished Floor Elevation Information
PAO;849.21
FFE;849.71
26.00'
23.96'
I 10.5'
\0.5'
24.15
SLAB
2510 # 801
mIR >-
~FRt.l &: t.lSY ~
... RESIDENCE ...
NOTE:
IN THE RESIDENTIAL DISTRICTS
LIMITING HEIGHT TO
TWENTY-FIVE (25) FEET, A
DWELLING MAY BE INCREASED
IN HEIGHT TO THIRTY-FIVE (35)
FEET PROVIDED THE SIDE AND
REAR YARDS ARE INCREASED
AN ADDITIONAL FOOT FOR EACH
FOOT SUCH STRUCTURE
EXCEEDS TWENTY-FIVE (25)
FEET IN HEIGHT. PER CARMEL
ZONING ORDINANCE 26.1.1.
-......
""""'"
Landscape Architecture
GIS.us
Geology
Note:
This drawing is bosed on construction plans or record drawings,
and is not based upon 0 field survey. The Schneider Corporation
does not warront the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any .
construction. Any discrepancy found on this drawing should be I
reported to The Schneider Corporation immediately; failing to do
so results in the contractors assumption of all liability.
Plol Plan Legend
[]QQ]] Proposed Grades
000.0 Existing Grades
__000.0- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer lines
-IT- Storm Sewer lines
- 'W - Water Service lines
- - - - - - - Sub-Surface Drain_Unes ....-
~ -.-Miiiihole(Sonitory or Storm) ~
. Beehive Inlet (Storm)
IIIlI Curb Inlet (Storm)
D End Section (Storm)
A Fire Hydrant
- Q Q Q - Q Q Q - Flow line of swale
- Building Une (BL / BSL)
- - - - - - - Easement line
BLOCK 8
~
.,~----D-
=~=
~
Assumed North
Scale: ,. ; 30'
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 849.40
Downstream Manhole. TC= 849.90
per plan.
LOT # - ADDRESS
801 - 772 Ivy Lane
802 778 Ivy Lane
803 784 Ivy Lane
804 790 Ivy Lane
1805 796 Ivy Lane
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COMMON AREA "A"
DU&SE
POND 3
NP;841.60
100 YR ;845.17
23.96'
10.5'
23,96'
I 10.5'
10.5'
849.1
24.15
SLAB
TC=849.90
PER PLAN
TC"'846.32
PER PLAN
\ STR.H 408
"fC;846.32
ER PLAN
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I
"-
FLOOD HAZARO STATEMENT
CERllFICA 1l0N
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TYPICAL SWALE SECnaN
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sonitary sewer and water
line laterals.
FLOOD HAZARD STATEMENT: The accuracy of any flood hazard data shown on this report is subject to
mop scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rote map (FIRM). All of the within described land DOES NOT UE within that special flood hazard
zone A os said land plots by scale on flood insurance rate mop # 18057C0209F for Hamilton County,
Indiona (map effective dote February 19, 2003),