HomeMy WebLinkAbout05080205-Site PlanPlot Plan Prepm~l f~. R.H. of ladian.
BL(X~ 8 Lot ~ 249. containing 1.240 S.F.:I:. in
Inslmmmt ~o g ~
Community Reeb ctions:
Side Yard ~.3' min.
Rem' Ywd
Aggregate = 6 (8,H.)
R,H. of indiana
Finished Floor Elevation information
Pod C~ode = g1§.3 per plan
Pad ~ade + 0.?',= C~roge FFE (916.0)
Garage FFE + 0.§ = Residentinl FF£ (916.5)
Note: Sanitary Sewer
Top of Costing InfotmoUon
Upstream Manhole, TC=913.00
Downstream Manhole, TC;913.00
per plan.
C.A. #2
VAR. D.U.&S.S.E.&
R.D,E,&LM.A.E.&S. LE
Note:
This drawing is based on construction plans or record drawings,
and is not based upon o 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 drowin9 should be
reported to The Schneider Corporation immedidtely; foiling to cio
so results in the contractors assumption of (]ii lishilNy.
Note:
Builder to ensure positive drainage
away from structure(s).
Detail of Gi'ound/Storm
Lot # 249 Water flow pattern
indi~lu~l lots.
¥b05.003825
Assumed North
Scale: 1' = 20'
~cund Cover Colculotio~
Drive = 250
Public = 100
Private W~lk = 32 ~'~
GOLDEN
4 cJ_O_CKERBIE B
.creST. CLAIR
~FRM & MSY
'~ESIDENC[
19.58'
5' PATH
-15
2
~-CURB
GATE N( R_TH -1 ......
OCK "A~ ING.RESS/EGRESS EASEMENI
~pT OE PLOT PLAN BY COSTIVelY. "~
Note:
The contractor is to ~ointoin o mnmum
distance of ten feet (10') between the
sanitry sewer and water line laterals,
Note:
Per Carmel zanin9 ordinance 26.1.1:
lhe residential district I~mits heto~t to twenty-five
feet (25'), however a dwdling may be ~creaeed in hei~t
to thirty-five feet (35') prodded the side and rem' y~en
ere increased on additional one foot (1') fa' e~ch
one foot (1') me structure exceeds the first
twenty-five feet (25') in height.
FLOOD HAZARD STATEMENT
CERTIFICA110N
No.