HomeMy WebLinkAbout05040037-Site Planl~e ~lmelder Corporeuo~ ~ineerinl
8901 ~ Avenue Surve~i~
ltietoric Fort Herdeon Landscape ~hitecture
lhls Hot Ran Prepared Fac R.H. of Indiana ~ot ~0~ Lo, o.a
Lot # 155 , containing t0,400 S.F.+, in [~ Proposed G'edea
ces.o Existing Gr~
ao)~3ome ~.o~ C~tecr ~e
Sectlo. #2
msm. 20040000
4043 y (70'R/W)
Prepared Date: 03(,30/05: By. AMA
proposed 8u~s): IN~NTORf
Community Reatfictions:
Side Yord =5'
Rear Yard = 27,
Aggregate = tO (B.R,)
Approx. Lateral Locotl~
I -.---- S~nitary ~wer Lines
~hde (~It~y ~ St~)
8e~l~ I~et (St~)
~ ~et (Stem)
~e H~t
....... E~t ~e
Note: Senitory Sewer
Top of Costing information
Upstream Uonhete. TC= 913.60
Downstream Manhole, TC=911.20
per plan.
R.H. of Indiana
finished Floor Bavarian Information
Pad Grade = 914;1 per plan
Pod Grade + 0.7 ,= Garage F~ :(91~-.8) o
C~age ~ + 1.5
Residential F~ - 9.0 = Bes~t F~
No?: The garage finished floor elevetlon is
2,2 obeve the curb at the drive, per plan.
Sod Calculations:
Drive =§15 SEt
Public Walk = 520 SFJ:
Private Walk =70 SF+
Hydrosesding =4,085 S~di
Sod =471 SY+, from
Rear of residence.
NOte:
5iduwslk to be placed ~e contractor is to maintain o minkonm
1',from property line, distance of ten feat (10') between the
14 from b~ck of s~itery sewer and water line laterals '~
curb, per p~on.
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 en~ construction. Any discrepancy found ~ this
drowin9 should be reported to The Schneider Corporation
immediatdy; failing to do so results in the contractors
assumption of all liability,
Note: The basement ~evation, depicted hereon, has bea~
determined and ba~l upon the pod grades and/or contoors
token from the construction plans for this SUbdiv{slon. Unless
stated, no informet{on about flsctuaUng water tobies, so{I
cond{Uons, or ea{I t~pes bsa bean provkied or stated on said plans
It is recommended ~at the beeam~nt Fro{shed floor elevations be
st least two feat (2) above the norrndi pool deveUon of any
adjoin~n9 bodies of water usieea o study of facL~ reveals
otherw se. f during the excavation process any gronnd water is
witnessed. ]he Schneider Corporation ~houk{ he not/tied
knmediatdy, ]he basement elevation ~suld be raised two feat (2')
above the ground water, end additional construction teahnkluea -
~nould be incorporated to alleviate future problems,
A Lot # 155
¥b05,003 5
AssUmed North
Scale: 1" =
Note: Per Cormd zoning ordinance 26.1.1: The
residential district limits height to twenty-five rest
(25'), however a dwdi~g may be increased in height to
thirty-five feet (35') provided the side end rear ~rds
are tnc,r,e~ed on additional one foot (1') for eac~ one
foot (1) the structure exceeds the first twenty-five
fleet (25') in height,
WALK
Elu~der to ensure positive drainage
away from structure(s).
Note:
Sump pump(s) to be ~lsced by
WAY
25' BL ~'
~1' IHEEE CAR
GARAGE
8~INT
46,5'
iff DU~SE
~80.00' lO' DU4,SE
DAE:
FLOOD HAZARD STATEMENt
CERTIFICAllON
~ X STRTE:OF ? ~
YllllllllllNIltlt~k%~%~
Flood Ha flood hezare
~ata shown on this r~t is ~b~t to m~ scare
uncor[dnty ~d to any oth~ uncerta~ty ~ iocoUon or
devotion ~ ~e ref~ced flood ~=uronce rote mop. ALL
the with~ deacribed land D~S NOT lie wi~in thor op~iol
flood hazed z~e ~ os sei~ ~ond plots by sc~e ~ flood
insur~ce rote mop ~18~81 0205 F for the City of Cermel,
indiana dated February 19, 200~.
Dataa of Ground/Storm
water flow pattern for
{ndiv(dual IoL~
15' DU,
25' BI.
~ HAW1HO(~
tq~l & M~
57.6'
~ONATURE REPRESENTS COflRRMAIlON OF RECEIPT OF PLOT PLAN BY CUSTOUER.