HomeMy WebLinkAbout06080182 Site Plan
~~
Schneider
This Plot Pion Prepared For: Puite Homes
Townhomes ot GuDford
Instrument I 200500080749
SEe 36, T1 BN, R3E
HomDton County, Cloy Twp.
Carmel, IN 46032
Block 14
-Rrepored Date: 08/28/2006,: By: KAG
The Schneider CorporaUon
8901 Otis Avenue
HisLoric Fort Harrison
lndlanapollJ, lDdlana (6216-103'7
317-826-7100
317-826-7200 FAX
Pulte Homes
Finished Floor Elevation
PAO= 849.48
FFE= 849.98
Information
LOT #
1401
1402
1403
1404
ADDRESS
773 Ivy Lane
767 Ivy Lane
761 Ivy Lane
755 Ivy Lane
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849.64
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5.0'
PER PLAN I
24.0'
B-B
# 1404
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5.4'-
10.4'
I 849.4v'1O.5'
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34,68
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00 1$
LC1 ~ 000
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NOTE: ~
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAYBE 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,
Note:
This drawing is based on construction plans or record drawings,
and is not bosed upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to ony
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately, failing to do
so results in the contractors assumption of all liability.
\ 10.5'
,
1.65 31.6:
TC=847,20
QOO.1S PFR PI ~. _
--r-= 848.3 ME
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I.mdscape ArchItecture
GIS .IJS
GooI'C)'
Plot Plan leQend
[]QQ]J Proposed Grades
000.0 Existing Grades
_000.0-- Contour Grade
* Approx. lateral location
- . - Sonitory Sewer lines
-11'- Storm Sewer lines
- v - Water Service Lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIIlI Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- 000 - 000 - Flow line of swale
- Buildin9 Une (BL / BSL)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Costing Information
Upstream Monh~e, TC= 849.40
Downstream Manhole, TC=847,90
per plan,
... FRt.I&MSY
r-RESlDENCE
~ # 1402
10,5 10.5' I
23.96 23,96
~
10' BUILDING SElBACK
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b
4, 1 SLOPf ~
." SI-O?t.
TYPICAL SWALE SECTION
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals,
This drawing is not intended to be represented as 0 retracement or
original boundary survey, a route survey, or a Surveyor location Report.
FLOOD HAZARD STATEMENT: The accuracy of any flood hazard data shawn on this report is subject to
mop scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rate 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 rote map' 18057C0209f far Hamilton C01Jnty,.
Indiana (mop effective date February 19, 2003).
BLOCK 14
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Assumed North
Scale: ,. = 30'
~
24.5' .
23.9~
STR,# 408
TC=847.90
PER PLAN
"L"
84B.7
FLOOO HAZARO STATEMENT
CERTlFICA TlON
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