HomeMy WebLinkAbout08010098 Site Plan(461
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The Schneider Carporstian bo-ttlIE
t1A01 Otls Avenue Stna7la111
Historic Fort Harsism Lendsdape Architecture
Indianapolis, Indians 4621E-1097 G1S • US
517-626-7100 Geokmp
517-820-7200 PAX
Plot Plan Propped for. R.H. of INDIANA
Lot # 136, containing 6,656 S.F.te in
StQlfCrd
Instrument X100600014565
Clay Twp, Hamilton County
Community Restrictions: Side
Yard = 3' MIN.
Rear Yard = 20'
Aggregate = 6'
Zoring = R2-RESIDENCE-ROSO
Pork -Sec. 2A
P.C. X4, Slide X42
Sec 30, 718K Rif
13746 Sunnyvale Lane (50' R/N)
Cannel, N 46074
Prepared Data 1-17-08 : By. S!W
Proposed Buyer(aj: Am jad and Amha Syed
R.H. of Indiana
Punished Floor Elevation Information
Pad Grade - 936.3 per plan
Pad Grade + 0.7' = Garage FIFE (917.0 }
Geroge FIFE + 1.5' = Residential FFE (918.5)
Residential FFE - 9.0' = Basement FFE (909.5)
Ground Cover Calwlations:
Drive =513 SFt
Public Walk =199 SFt
Private Walk =50 SFt
` ,droseeding =2,593 SFt
Sod =227 SYt , from
Pear of residence.
Optional Sod Package
Hydroseeaing =826 SFt
Addl. Sod Pkg.=196 SYt,
Recr easement.
Note: The gorege finish
floor elevation is 21
cbove the curb at the
drive per plan.
M.EP.G.=914.8
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LOT 137
NO EXISTING RESIDENCE
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10 I 20 30
SCALE 1 • = 30'
40 STRf738
TC-917.56
PER RCD DWG
55.00' 915,3
I
79.36' I
'
1
4
120.00 7.5'
47.E' 7.8' 916.3
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41 i ' 91 6.
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914.8 120.00 916.3 916,0 I Z
LOT 135 I Z
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SIGNATURE : DATE:
SIGNATURE REPRwTs CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
I certify IN:! the plan shown hereo, was prepared for the benefit of the parties indicted hereon and for the purpose of obtaining a residential construction
permit only. i; is my opinion that ` the prooosed rr,shed grades ore constructed as shown, the surface drainage an the subject iot we be satisfactory for
residential construction. This plan was compiled based on documents prepared by others anc the Schneider Corporation assumes no liability for the accuracy,
completeness or acceptance of those datusnents. This drawing is not nterded to be represented as a retrocement or origirm bourdary survey, c route survey,
or a surveyor location report.
FLOW HkWO STATEMENT: The accuracy of my flood hazard data snown an to s plot pion s subject to map scale urcertanty, and to any other
uncertainty in location or eievation on the referenced flood insurance rate map (FIRM) ALL of the within desabed land DOES NOT LIE within that specie
flood nazard area zone 'AC, as said land plats by state on Comrrur<ty Map Panel )1ED57C 0205E of the load insurance rate mop (FIRM) for Homitan
County, Indiara, Dated February 19, 2003.
Plot Plan Legend
® Proposed Grades
000.0 Existing Grades
--000.0J Contour Grade
* Approx. Lateral Location
3- Sanitary Sewer Lines
-9- Storm Sewer Lines
v Water Service Lines
- - - - Sub-Surfoce Drain Lines
• Manhole (Sanitary or Sic
® Beehive Inlet (Storm)
® Curb Inlet (Storm)
D End Section (Storm)
Alk. Hire Hydrant
- • ^ _ - • • • - Flow Line of swale
(vote: Sonitcry Sewer
Top of Casting Information
Upstream Manhole, TC=917.56
Downstream Manhole, TC=916.22
per record drewing
Lot # 136
VB08.0084902
Street access ramps to be
installecjr accordance with
municipality requirements.
Sidewalk to be placed
1' from property line,
d' from back of curb
to per plan.
UABUTY K
This crowing is bond on construction plans or retard drawnA and is
not based upon a field survey. The Schneider Corporation does not
*wort the accuracy or sufficiency of this information. Contractors
should verify existing conditions prior to any construction. Any
discrepancy found on this drawing should be immediately reported to
The Schneider Corporation. Failing to do so wit result in the
contractor's assumption of all liability.
9ASEMENT N07
The basement elevation, depicted hereon, has been determined and
based on the pod grades and/or contours taken tom the construction
plans for this subdivision. Unless stated, no information about
thictucting water tables, sal conditions, or sol I" has been provided
or stated on said plans, Th is lot is located near a body of water. Lot
or sod conditions may require that the basement floor elevation oe hold
two feet (2'-0^, above normal pool elevation. Site investigation may be
needed if water is encountered durng the excavatan process or if other
known water elevation or soils conditions are present. Investigation and
any remedial procedures ore at the discretion of the builder to
determine and take appropriate steps of action. If any ground water is
encountered di the excavation the builder is encauraged to contact
The Schneider Corporation to discuss posabie courses of action
SUMP PUMP NOTE Note: Budder to ensure L AIERAL SEPER471011i NOTE
Sump pump(s) to be positive drainage away Contractor to maintain a
placed by builder cs from structure(s). minimum distance of ter het
needed. (10'-a') between water and
CITY OF CA_RMEL NOTE sanitary leterds.
In the residential districts limiting height to twenty-five
(25) feet a dwelling may be increased in height to
thirty-five (35), provided the side and rear yards are
increased an additional foot for each foot such structure
exceeds twenty-five (25) in height. (Per Carmel Zoning
Ordinance 26.1,1) 21
MT
STRf739
TC-916 22
PER RCD DWG.
S0303
l
STATE OF
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