HomeMy WebLinkAbout05080180-Site Plans Argue Survey~ This drawing is based on construction plans or record drawings,
tl~ Fo~t lhrflson hnds~pe Ir~t,~t~ and is not based upon a field survey. The Schneider Corporation
~ ~ea~-lo3? as .us does not warrant the accuracy or sufficiency of this infom~ation.
3r/-~-?too ceo~ Contractors should verify existing conditions prior to any
3t?--~-?~ I~ construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately;, faiJing to do
so results in the contractors assumption of dl linb~ity.
of Indiana
UI~IDIAN - PHA.~
118575
instrument #
PC 3 SLIDE 442
1004 CA~IDISH DRI~
Prepared Dote: 0§/0§/200§
e.~.): t.vmiom,
Ground Cover Calculations:
C~c, Drive = 308 SF:~
Prive[e Walk ~- 17
Sad = 25 SY+, ENTRE LOT
: By;. AMA
R,N, of Indiana
Finished Roc¢ Elevation Information
Pad Grade = 853,3 per plan
Pad -&'ode + 0,7' = Garde FFE (854,0)
Garage FFE + 0.5' = Residential FFE (854.5)
FLOOD HAZARD STATEMENT
CERllFICATION
sosos i==
//llllllfllllflltth[%
~ot Plen
~ Proposed Graaos
000.0 Existing Or~en
.~---*000.0--**-~ Contour Grade
* Approx~ Lateral Location
.-..... Sanitary Sewer Lines
~' Storm Sewer Lines
Manhole
D
.... Building Line (BL / 8SL)
....... Eoneme~t line
Note: Sonitar~ Sewer
Top of Costing Information
Upstream Manhole, TC= 855.60
Downstream Manhole, TC= 852.30
per plan.
Storm)
EXISTING IRREG. WIDTH R/W
BLOC~A
C~M~ ~EA~
IRRE~L~
A.S.D,&U.E,
Vb05.0038272
BLOCK 18 A
LOT 1803
1 350 SF
Assumed North
Scala: 1" = 20'
Detail of
Ground/StonT~ Wot~
individual lot.
Note:
Builder to ensure
positive drainage away
fram structure(s),
L
~B
CURB
S,D.&U.E.
NOTE:
THIS DRAWING HAS BEEN PREPARED
PER THE CUENT'S REQUEST BY SCAUNG
PROPOSED NPROVEaENTS FRO~
CONSTRUCllON PLANS SUPPUED BY OTHERS AND
NOT ELEClRONIC DATA FILES,
DATE
~EPRESENTS CONFIRMAtiON. OF RECEIPT OF PLOT PLAN _BY CUSTOaER.