HomeMy WebLinkAbout1999 - Site Plan Application Paving & Drainagee
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27.5
27
26.5
26
25.5
25
24 5
24.7'
U.S.1
1.7 6' 8.2' SOUTHBOUND
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GRADE
PR
OSED
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PROP.
--
GRATE
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- 2
EXIS
GR
NG
DE
EXIT.
GRATE
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EXIST.
BASIN
MODIFIED
CATCH-----EE
TO BE
AS-
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SEE
DET
IL SHEET)
I
-
- -
i
30 20 10 0 10 20 30
SECTION A -A
SCALE:1"=10' HORIZONTAL
1"=1' VERTICAL
A ADD AS -BUILT INFORMATION 12/7/98
NO, REVISION DATE
Al PER CITY OF SEBAST I AN COMMENTS 6/ 16/98
z ADD D/W CONNECTION TO SOUTH 8/18/98 COA
a ADD WELL LOCATION 8/31/98
4 REMOVE SEPTIC/ADD LIFT STATION 9/29/98
s CHANGE WEST D/W ELEV,'S AND H/C 10/22/98
RAMP PER GENERAL CONTRACTOR
w
27.5
27
26.5
26
25.5
25
24 5-
-22.0
,
20.0
2.O
352.10' N90°00'00"E
0 0
@o
i`
DUMPSTER PAD --
W/ ENCLOSURE
2�s
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a
n
x
w
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tl
W 26 S
EXISTING PARKING LOT
cv s
N 24'
20' N cv
sO
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VA 11
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B 26. �g \ SEE D.O.T. DETAIL
\ SHEET 5A OF 5
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1
20 0
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IV ItK
50
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0 2 0 --� O �n
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PROPOSED 6»
VERTICAL CURB 25
(TYP. SEE DETAIL) \� g
26 3T 0 0
< 3 0 •60 "n
PROPOSED BUILDING
F.F. EL. 26.5 (wry t,f/�� Z -'10 7Cp
25.
RAMP UP
" co (J)
(DESIGN PER G.C.) �� 5 25.57 5' -P� ®
0 -_
i
BOLLARDS-TYP. 26
(14 k(SEE DETAIL)rD 3
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O
24� 24'0
0
20.0 ��` 24?5 R N� h<
22.0 25 O3, c tr
•^� •" 2g ,,;>{gam.
24.0
Y
24,5 MATCH EXIST.
GRADE '
�a.®o
322..78' N90°00'00' W
PROP.
EOP
1'
10' 15.5' _
i
i
22.0
2�
3 5'
------
I_
PRoPOSE�
RADEP.
26.
'
6
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EXIIS71NG.
G A�E
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----
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II r-
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I -
EXIST'.
i
GRA�E
S
PROP.
DRIVEIAY
�
- --
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-- ---
---
- ---
EXIST.
I_ B ASIFIED
CAT t#
TO B�
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;-)
EL
25.45
j
-
DEPIC
SEE DETAIL
D (ALSO
SHgT)
I 4
1
i
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40 30 30 20 10 0 10 20
SECTION B-B
SCALE: 1"=10' HORIZONTAL
1 "r1' VERTICAL
DATE:
MAY,
1998
INC■
PRCiJ,
NO:
98-44E
DRAWN
BY:
G, K, B.
APPD,
BY:
J. H. B.
DRAW.
NO:
952-98E
F. B.
NO:
PAGE:
30 40
EXISTING CATCH BASIN --�
TO BE MODIFIED
(SEE SHEET 5A OF 5)
I
I 14'
Kz
2S 12' \
\, �S
ELECTRICAL BOX fn
0
EXISTING PARKING LOT
uo
EXISTING
SANITARY SEWER MANHOLE
(TYPICAL X 4)
10'
PROP. FOUNDATION
BUILDING LANDSCAPE
STRIP
13.5'
13.5'
10'
LANDSCAPE
EASEMENT
0
y F.F. EL. - 26.5 �-�'• 14,�- I E�'' y 2'y �`'
'±
BOTTOM OF FOOTING 3 3 (-NATURAL GROUND
EL. 25.2
BOTTOM OF RETENTION
EL. 20.0
NOTE: FULLY SOD ALL DISTURBED AREAS
SECTION C-C
SCALE:1 "=10'
GRAPHIC SCALE
10 20 40
IN FEET )
1 inch = 20 ft.
LEGEND
EXISTING ELEVATION
M� PROPOSED ELEVATION
20.0 EXISTING CONTOUR j
ELEVATION
PROPOSED DRAINAGE
FLOW DIRECTION
AS -BUILT INFORMATION
NOTE: AS -BUILT FIELD SURVEY PERFORMED ON 12/3/98.
AN ADDITIONAL 1" LAYER OF S-111 ASPHALT WAS
INSTALLED TO ENHANCE ASPHALT DRIVE AREA AFTER
AS -BUILT SURVEY WAS PERFORMED.
Serving Florida
Since 1911 J HN H. BLUM DATE
FLORTIDA REG. P.E. #45813
1998 by CAI
80
COASTLINE TIRE & AUTO AIR, INC. SHEET
SrA' SITE PLAN APPUCATION 3
OF
PAVING, GRADING & DRAINAGE