HomeMy WebLinkAbout1997 - May 29 Paving & Drainage Plani
0 d N M
Lo
LEGEND
�22
= EXISTING GROUND CONTOUR
.r..r
= SWALES
1�
= PROPOSED ELEVATION
0--8
= CULVERT W\MITERED END SECTIONS
0
= CONTROL STRUCTURE
= WETLAND IMPACTS
= PRESERVED WETLANDS
g
= LOT NUMBER
0 = 89021'03"
R = 225.00'
T = 222.47'
13
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CONCRETE HEADWAL
60LF-24" RCP ® 57.
EAST INV.=15.00
WEST INV.=14.70
uGa
NORTH LINE
SEC. 18-31-38
MATCH EXISTING PAVEMENT
---------------- ------
--WIMBROW DRIVE --
��X ;18.4
cb
183
SEBASTIAN HIGHLANDS
UNIT 14
EXISTING 32LF
46"X68" CMPA
CULVERT TO BE REMOVED
WINV = 14.14
EINV = 13.67
\----- - - - - - - - - - - - ---- -
c
MATCH LINE SEE SHEET 8
30" STOP SIGN R1-1
24" WHITE STOP BAR
(TYPICAL)
CONSTRUCT 48 LF 14x23 ERCP PER
FDOT INDEX NO.205 W/ MES IN EXISTING SWALE
E. INV.=18.60
-- �VROW . INV.=18.50
0 --------- REGRADE EXIST. SWALE TO
8
MATCH INVERTS
----------- --- (TYP. EACH SIDE)
SEBASTIAN HIGHLANDS
UNIT 15
CONSTRUCT 40LF
60" RCP W\CONC
HEADWALLS
E INV = 13.00
WINV= 13.50
-�- TIE TO EXISTING
EXISTING DITCH
201 '
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft
CONSTRUCT REAR YARD SWALE TO
D IN TO WETLAND
YPICAL WHERE SHOWN)
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