HomeMy WebLinkAbout07100090 Site Plan
The Schneder Corporation bliaeeriy
6901 due Avenue 9aneyu 9
Bietorie Port Rerrism lendseepe Architecture
IndfampoBs. Indleae 18216-1097 =-us
317-626-7100 Gwlop
317-MO-7200 PAY
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
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.
This Plot Plat Prepared For. R.H. of In
Lot # 232 , containing 16,703 S.F.t, in
Claybourne
Section ¢ 3
INSTR. ¢ 200400080247
P.C. ¢ 3, Slide ¢ 533
Hamilton County, Clay Twp
Sec 30, T1SN,'('D- s-• __ =?
i3414 Solomone Way (50'R/M)
Carmel, IN 46074
Prepared Dote: 03/27/07: By AMA
Proposed Buyer(s): THOMAS AND
LAURA. CHRZANOWSKI
u ® Proposed Grades
000.0 Existing Grades
?000.0f Contour Grade
* Approx. Lateral Location
I - Sanitary Sewer Linn
-Br- Storm Sewer Lines
- v - Water Service Lines
- - - - Sub-Surface Dram Linn
® Manhole (Sanitary or Storm)
® Beehive Intel (Storm)
- Curb Inlet. (Siwnr)
- -
D End Section (Stamm)
A Fire Hydrant
- • _ • - .- now Line of swele
- - Building Line (BL / BST)
- - - - - - - Easement Line
NOTE:
BUILDER IS CAUTIONED, CONSTRUCTION OF DRIVE
PERMITTED ONLY AFTER OBTAINING APPROVAL
FROM THE CONTROLLING MUNICIPALITY.
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51.1'
The basement elevation, depicted hereon, has loom dete ni and
booed on the pad grades and/or contours taken tram the construction
plans for this subdivision. Unless stated, no Information about
fluctuating water tables, sot conditions, or sell types has been
provided or slated an said plans This lot Is located near a body of
water. Lot or sell motions my require that the basemmt Boor
elevation be hold 2 foot rLove normal pod elevation. Site investlgotion
mcy.Se mode.! If. vote is encwnterea dwir,y the exoawtion.pju
or if other known water elevation err sots cc itions are present.
Investigation and any remedial Procedures 6 at the discretion of the
builder to determine and take appropdote steps of action. If any
grand water is enCountered during excavation the builder is
encouraged to contact The Schneider Corpaalion to discuss possible
Note: of octian. Detail of Ground/ Storm
Nate: Sump pump(s) to be Water flow pattern far
placed by builder as needed. /-? individual lots
Lot # 232 y
Vb07.0070622
Cm ty = 5' Restrictions:
Side Yard Note: Builder to ensure positive
\
\ \ Rear Yard = 20' dr-rnage away from structure(s).
\ Aggregate = 10' (S.H.) Note : The garage finished floor elevation
I \ Zoning = St is 1.9' above the curb at the drive, per plan.
\ \ Sidewalk to be placed Note:
\ I' from property line, _ The contractor is to maintain a minimum
\ 4' from back of curb,
I 75' \\ per plan. O distance ten feet (tr) between the
? sanitary sewer and water line laterals.
\ ^75, L& \ \ Assumed North
\ Scale : 1' = 30'
\\\\\ 199/8' \\\
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R.H. of Indiana
Finished Floor Elevation Information 148,
Pad Grade = 910.8 per plan
Pad Grade + 0.7' = Garage FFE (911.5 )
Garage FIFE + 1.5' = Residential FFE (913.0)
25A' \ \?
??\ \ \29.0' /?
B 120'
l yy/ 44 4.5
0 ?"pT l
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we
Residential FFE - 9.0' = Basement FFE (904.0) sp T ?0 I
I
Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits H
height to twenty-five feet (25), however a dwelling may be increased in Ground Cover Calculations: a
height to thirty-five feel (35') provided the side and rear yards are Drive = 1,276SFd:
increased on additional one foot (I') for each one foot (1) the Public Walk =291 SF3
structure exceeds the first twenty-five feet (25') in height. Private Walk =200 SF±
Nydreseeding =8,544 SFi
NOTE: MINIh1AL TOLERANCE PRESENT ON THIS LOT Sod =489 SYt , from
The home location shown hereon has minimal tolerance for Rear of residence.
placement of said home cue to its proximity to setback lines ana.ror Optional Sod Package
easement lines.'fVhile not required, it may ere advantageous that the Hvdroseeding =5,124 SFt i
builder have the foundation pinned after the footing is poured to help Addl. Sod Pkg.= 380 SY±, to F
ensure that the improvements do not encroach upon such lines. Rear easement
.
This drawing is not intended to be represented as a retrocement or e
originel boundery survey, a route survey, or a Surveyor Location Report. rap IC? SIIswue secnoN ,
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainty in location err elevation on the referenced flood
insurance rate reap. ALL of the within cescri'oed lard DOES NOT lie within that special flood hazarc
zone AE as said land plots by scale cn flood insurance rate map N18C57C 0205 F for the City of
Carmel, Inciana dated February 19, 2003.
SIGNATURE : DATE:
SC4IATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC=910.66
Downstream Manhole, TC=910.75
per record drawing
/ STN.r 81
TC-910.66
PER RECORD
DRAWING
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REVISION in
NEW HOUSE MODEL
y907.0081076
10/04/07 - KAG
FLOOD HAZARD STATEMENT
CERTIFICATION
L.
l e V- c
o: No.
S0303
STATE OF
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