HomeMy WebLinkAbout05040047-Site Plan200300118575
PC 3 SUDE 442
BLJyef(8): INVENTORY
Sod Cdculatio~m:
Ceec. Drive = 482
~riwte Walk = 25 SF+
od = ,34 SY:I: , ENtiRE LOT
~. AMA
R.H. of Indiana
Finished Floor Ete~tion information
Pad Grade ~ 855.75per plan
Pod Grade + 0.7' = Garage FFE (854.45)
Garage FFE + 0.5' = Rosidontid FFE (854.95)
FLOOD HAZARD STATEMENT
CERTIFICATION
~ ~ STATE OF
Note:
Ti~is drawing is based on construction ptons 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 any
construction, Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately;, failing to do
so results in the contractors assumption of alt liability.
~ Proposed Grades
000.0 Existing Grades
..~---000,0--~ Contour Grade
g< Approx, Lateral Location
~ · Sanitary Sewer Lines
~ ~1' Storm Sewer Lines
------v ------ Water Ser~ce Lines
- -- .... Sub-Surface Dr?~ Lines
· Manhole (Soni[o,y or Storrr
0 Beehive inlet (Storm)
~ Curb Inlet (Storm)
D End Section (Storm)
.~. Fire Hydrant
......... ROW Line of swale
-- Building Line (BL / BSL)
....... Eanement Line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 853.60
Downstream Manhole, TC= 852.30
per Hon.
EXISTING RREG. WIDTH
SLAB
LOT# 1502
LOCKERBIE A
FRM&MSY ~
R/W
Vb05.0030934
BLOCK 15
LOT 1502
1,350 SF
Assumed North
Scale: 1' = 20'
Detail of
Grouna/Storm Wat~
Flow pattern of ~n
individual lot.
Note:
Builder to ensure
positive drainage away
from structure(s).
15
S.D.&U.E.
BLOCK A
COMMON AREA
IRREGULAR
A,S,D.&U.E.
%-CURB
NOTE:
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
~S CONFIRMATION OF RECEIPT OF PLOT P~