HomeMy WebLinkAbout05080185-Site PlanSIC 26, TISN, RO3E
Grm~ad Cow- C, aic~atto~s:
Co~c. Drive = 278
Prints W~k = 25
Sod -= 27 S¥+ , ENllR£ LOT
Note:
lhie 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
construcUon. Any discrepancy found on this drawing a'lonld be
reported to The Schneider Corporal{on immediately; failing to do
so results in the contractors assumption of al{ liability,
Plot Pl[n Leoend
~ Proposed Grades
000.0 Existing Grades
..----OOO.O~ Contour Grade
~r Approx, Lotor~l Locotten
· ~ Sanitary Sewer Lines
------~t------. Storm Sewer Lines
v -- Water Service Lines
....... Sub-Surface Drdn Lines
Uonhde (Soni.tory c~ Storm)
Beehive Inlet (Storm)
Curb inlet ($!orm) .
End Section (Storm)
o o o ,~, o o o Fire Hydrant
-- -- -- Flow Line of swale
~ Building Line (BL / 8SL)
....... Easement Line
Note: Senitory Sewer
Top of Casting Information
Upstremm Monhele, TC= 852.30
Downstream Manhole, TC= 855.35
per plan.
R.H. of Indiana
Finished Roar Elevation Information
Pod (~ode = 853.5 per plan
Pud Crude + 0.7' = C~rage FFE (854,2)
Garage FFE + 0.§' = Residential FFE (854.7)
BLOCK A
COfJMON AEEA
/-- IRREGULAR
az <[
18' SD&UE
Vb05.0038266
BLOCK 17
LOT 1704
1,350 SF
Assumed North
Scale: 1" = 20'
Detail of
~'~und~Storm
Row pattern of
~ndividud lot,
Note:
Builder to ensure positive
drainage away from structure(s).
NOTE:
THIS DRAINING HAS BEEN PREPARED
PER THE CUENTS REQUEST BY SCAUNG
PROPOSED IMPROVEMENTS FROM
NCONSTRUCllON PLANS SUPPUED BY OTHERS AND
OT ELECTRONIC DATA RLES.
E -- DATE
~TION OF R£C£IP'I OF PLOT PLAN BY USTOMER.
FLOOD HAZARD STATEMENT
CERTIFICATION
~ ~... e NO.
i so o3