HomeMy WebLinkAbout05040049-Site Plan8~0! Ot~ Argue ~e~ ~is drowin9 is b~sed on const~ction plans ~ rec~d draw~gs,
~ ~o~ ~ ~ ~t~ and is not based up~ ~ field survey. ~e Sc~cider Corp~ati~
Indiana
1~0
does not warrant the accuracy or sufficiency of this information,
Contractors should verify existing conditions prior to any
construct}on, Any discrepancy found on this drawing should be
reported to The Schneider Corporation immedi~leJ~ fai~ng to do
so resu{ts in the contractors assumpik)n oral! {tobit{ry.
Vb05:0030937
PC 3 SUDE 442
AMA
R.H, of Indiana
Finished Hour Elevation info'motion
Pad Grade = 853.75per plan
Pad Grade + 0.7' = Garage F~ (854.45)
C-orage ~TE + 0.5' = ~esidontiol FTE (854.95)
Top of Casting Information
Upstream Manhole, TC= 853.60
Downstream Manhole, TC= 852,50
per plan.
EXISTING IRREG. WIDTH R/W
Assumed N~h
Scale: 1" = 20'
O,'ound/Storm Wetec
Row patten of ~
Note:
Bu}lder to ensure
positive drainage awny
from structure(s).
FLOOD HAZARD STATEMENT
CERTiFICATION
//lllllllllli{~
I
19.58'
SLAB
LOT// 1504
LOCKERBIE A
~_.ST. CLAIR A
~FRM&MSY
~RES FFE=
854.95
20.42'
S.D.&U.E,
BLOCK A
COMMON
IRREGULAR
A.S.D.&U.E.
129 O0
CURB
NO~E:
THIS DRAWING HAS BEEN PREPARED
PER THE CUENT'S REQUEST BY SCAUNG
PROPOSED IMPROVEMENTS FROM
CONSTRUCTION PLANS SUPPLIED BY OTHERS AND
NOT ELECTRONIC DATA FILES.
]
DATE __ i
~NTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.