HomeMy WebLinkAbout07090042 Site Plan
The Schneider Corparattos
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Prepared for: Estridge Custom Homes
38, containing 8,060 S.FJ, in
OF WESTCLAY
i 5001
it # 200500019934
Slide # 606
add Street (50' R/W)
N 46032
Date: 09-06-07 ! By. AMA
Restrictions:
3' m1n. one
= 12'
20% of the width
at BTL
Plot Plan Legend
Proposed Crades
000.0 Existing Crades
r0a0.0? Conlour Crade
* Approx. Lateral Location
- B - Sanitary Sewer Lines
IT Storm Sewer Lines
w Water Service Lines
- - - - Sub-Surface Drain Lines
O Munhole (Sanitary or Storm)
® Beehive Inlet (Storm)
® Curb Intel (Storm)
D End Section (Storm)
A Fire Hydrant
= a = - " _ _ flow Line of swale
- - Building Line (BL / BSL)
- - - - - - - Easement Line
or Elevation Information
= 903.4 per talc.
+ 0.3' - Garage FFE (g03.7)
+ 1.7' to FE of Residence (901
FFE - 10.0'± - Basement FFE (895.4)
garage finished floor elevation
re the curb at the drive, per
iLOPE = 14.6%
o grade side yard swale
shown on this plan. If builder
o aohleve positive drainage away
sod structure, the engineer shall
ed. builder is not to deviate from
wn of this plan wkthout the consent
The Schneider Corp. and Brenwick Oev.
Ian was prepared
nformation token
d plats, subdivision
rd drawings and
ded by client. It
onsibilily of the
to verify site
prior to construction
The Schneider
dnenwlck Development
:reponcies.
streaks from trucks
to be cleaned a:
each day.
s and silt fence to be used
led to keep mud off of
t out of storm sewers.
laterals
30
B-6
BASEMENT NOTE
The basement elevation, depicted hereon, has been
based on the pad grades and/or contours
construction plans for this subdivision. nfess slot
information about fluctuating water es, soil poliditions, or soil
that the basement floor elevaf be held two feet (2'-D') above
Note: Sump pump(s) to be
placed by builder as needed,
types has been provided ar stated said s. This lot is
located near a body of wafer. tors conditions may require
normal pod elevation. Site in estigalian may be needed if water is
encountered during the excav 'ion process or if other known venter
elevation or soils conditions re present. Investigation and any
remedial procedures are of he discretion of the builder to /
determine and lake approp ate steps of action. It any ground
water is encountered durin the excowtion the build is
encouraged to contact The Schneider Corporation to iscusu
possible courses vi action.
Note: Builder to ensure
positive drolmage away from
structure(s).
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC- 901,05
Downstream Manhole, TO= 699.97
per record drawings.
LATERAL SEPERATION NOTE
Contractor to maintain a
minimum distance of ten feet
(10'-0') between water and
sanitary laterals.
NOTE' MINIMAL TOLERANCE PRESENT ON THJ5 LOT
The home location shown hereon has minimal tolerance for placement of
said home due to its proximity to setoack lines and/or easement lines.
While not required, it may be advantageous that the builder have the
foundation pinned after the footing is poured to help ensure that the
improvements do not encroach upon such lines.
1 I o
c
Y f
W
e.6T ,n m 867
- C ? r3
2i.G' Mo e
313' 3 7.67' f
-
13.0' n
N ? E`
2G.57,
o I
o O1C
ca
IBM' X
12
P:
-
I a
T i
t curb
yd:
Try Sewer
- I- •
W
P
&
intact Drain
I V)
?
1f
rter tap to be i lc? PEI
with granular
r within 10" of
+ Q M
ater tap to be restored
llnal candillon prior
clion.
ock fib suggested
sway of sanitary sewer
ich, water line trench
ther excavated areas.
-n occurs)
f utilities an plat plan
it locutions per plan
I be verified in the field.
mildcrr areas - Westcloy)
t: 35 on lots 1W and larger
ie) 30, on less lhon 100
age: 50%
nary areas - Westclay)
it V
ine: 2 stories
rage: 50%
lion shown is per plans
i the as-built elevation.
nation for the elevation
between the primary finished
lion to the top of basement
o the basement finished fluor
led by the diem
ng is not intended to be represented as a
nt or original boundury survey, o route survey,
ryvr Location Report.
7 NG i a nu
m
I, Dennis L. Grumpo, duly licensee Land
Surveyor, ladlano ok 50303, do
hereby certify that in my opinion, If
the finished gradas ore constructed
os shown, the Surface Drainage on
the 'subject lot, will be solisfoolory
for Residential Construction.
'GnS T,-&', 'I
No.
S0303
STAVE OF
6.2' 25.71
3t,80'
to
N ? M1
1.33'
I
I_ J
,3 ,
i 30.00___ S.r
I r.
k? }
LOT # 438
vbUD079
PD # VERBAI
PAUL
Q
Assumed North
Scale : i' = 30
a
STR. gg A44E
TC=901.D5
PER RECORD
DRAWING