HomeMy WebLinkAbout1999 - May 25 Paving & Drainage PlanLEGEND
= EXISTING GROUND 22 -�, ND CONTOUR
= SWALES
Q8b = PROPOSED ELEVATION
= CULVERT W\MITERED END SECTIONS Z
= CONTROL STRUCTURE I-9
= WETLAND IMPACTS
�. = PRESERVED WETLANDS
19 = LOT NUMBER
0
15
A = 43°48 35
R = 450.00'
T = 180.94'
L = 344.08'
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CONSTRUCT 2-60"0 R.C.fl. 0
F EA.
- -� rn I
W/ CONC. HEADWALLS P
FDOT
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INDEX
51.
lb. ��
N. INV.
10. 0
�
S. INV.
10.2
h
\\
SAW -CUT
& MATCH \
EXISTING
REMOVE
PAVEMENT
CUL-DE-SAC
REMOVE EXISTING 60"
CULVERTS TYP. OF 2 � j
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A = 84030'41 "
R = 50.00' -
T = 45.43'
1 = 73.75'
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
23.90
o = 25023'45"
R = 995.00'
T 224.19'
L 441.02'
M
MATCH LINE SEE SHEET 7
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0•81 V/�18.7
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I --- 00
18.7 9'lz
- r- I l� 18.7 20' DRAINAGE � � 18.7 1 L� � O
EASEMENT O 22.6
Zn
�'
12 f a W
a�
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W�W
5 I I I
O
O 5 15 m
21.40 0®®
+
19.1 00
I I I co
20' DRAINAG O
EASEMENT 19.2 (D 0
ui
l,.l O I I 21.3 I I I 20.9 1. �f co � Y d Z w II
2 0 Q 21.40 I 50LF 14"X23" ERCP
o 13
0
W\MITERED END SECTIONS
I I I 18.9 E INV =19.20
� 23.05 0
O I W INV =19.10 CONSTRUCT UCT REAR YARD SWALE TO -�
O 21.65 I ( I0+ DRAIN WETLAND
0 (TYPICAL WHERE SHOWN)
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I
'h I 80 T PI ALL LO
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23.65 I I I I + _j 3 0
15 I N ® "' o s U.
O °° IL
O 21.3 21.3 I Q wQ0 - W
DEAD END SIGN O I I = � >
o I ��Q !�
I 18 I Q �.
I I J W W
Q w aJ i
' 50LF 14"X23" ERCP i W J 3 M
EASY STREET - STA 14+38.23 00 N 0
W\MITERED END SECTIONS FLEMMING STREET -STA 11+82.91 w Q
0 N INV= 19.00 19.9 20.7 " " I V o X
FLEMMING STREET -STA 7+58.39 0 S INV= 20.00 S I /-7EET 3 RED 18 X 18
h N \Ck BARBARA COURT -STA 10+00 22.25 � END OF PAVEMENT
(LBANKS COURT - STA 10+00 20.5 ++ MARKERS
\ 30" STOP SIGN R1-1 f� -�' �-�- `- 0 20'7 W\9 REFLECTORS EACH
OX N 0' T P CAL \ Q 24" WHITE STOP BAR y� 7' O.C. 4' HIGH
Q 1 \ 8 9+00 10+00 11+00 23.05 12+00 f f 13+00
O O --� _ 14+ 00
�P. Ro f- 22.75 r --- I � 14+9.97
.r
V) 40LF 14"X23" ERCP \ \ 20.5 -41 00 1 -
d 0o I W\MITERED END SECTIONS 8� STA: 12+19.91
+ E INV= 20.60 \ \ 15 19.8 M�NG 'o �c, END PAVEMENT CONSTRUCTION
30" STOP SIGN R1-1 W INV= 20.70 GM o
24" WHIT STOP BAR 50LF 14"X23" ERCP I 1k00 20 0 30" STOP �iGN R1-1 FO7
LEMMING STREET - STA 3+06.83 20.6 W\MITERED END SECTIONS 20.2 24" WHI °E STOP BAR �'STREET-- JA + N INV= 19.20 - / 20.DEAD END SIGN S INV= 19.10 v / '� 20.5 I I(TYPICAL? T00I
END OF 22.0
6k00 � 20.7 PAVEMENT
j00 �� �-��,� �- �_�•- .,� "]C 30" STOP SIGN R1-1 I I 1 g PROPOSED 4° WALK \
�^ CSC � 24" WHITE STOP BAR O 1.0 OFF R/W LINE
0 I I - I
2+00 3+0 00 4+00 5+0 20.5 � (TYPICAL) W
DEAD END SIGN o O I --
I
22.90 - 20.6 / U O
\ \
40LF 14'°X23" ERCP I 30" STOP SIGN R1-1 21•0 \ / O m
W\MIT RED END SECTIONS 24" WHITE STOP BAR
E. INV =20.70
lO W. INV =20.60 0
/ 2 0 END OF
+ 15 O 2sI ,
O \ / � PAVEMENT
I - �
�\i i
I 2J A
40LF 12"X18" ERCP
W\MITERED END SECTIONS
N. INV =19.80-
- S. INV =19.70
AREGA STREET - STA 12+58. 1 \ 20' DRAINAGE
2.60 \�- /
----L�DEAD END SIGN HUNT COURT - .STA 0+00 EASEMENT M5I�W x
^� AWETLAND CRItATIOAREA-I A
21.3 20' D INAGE WIDTH VARIES
3.64 +� 00 18.7 � / EASEMEN / HUNT CT. 22.10 \A N1I A A A A A
� - /19.7 18 7 25' UPLAN BUFFER
22.80 _ 19.6 �I J �I �
/ \ 00 IMkCTS) A A
30" \STOP SIGN R1-1 n22 per/ ( /
C4) �
LLJ
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Q
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CL
24" WHITE STOP BAR o 14"X23" ERCP -� �� �
/ 0 SERVATION EASEMENT WIDTH VARIES
W\MI I 0 22.00
\MITERED END SECTIONS ( / /
E. INV =19.60 Q
id��l
sl
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W. INV =19.70 I ` ` 19.1 / / �\ J
0
W
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LAK E 2 �► Q V
CC Q
Q 0 392,259 SF 23 21.40 19.2 ' !-
I w
W W V,
22.8o I 9.00 AC ---
20.6 I U)
50LF 14"X23" ERCP o JW
o
J }
I W. INV =19.10
`n ® U
0 o 9.20
N (0O
E. INV =1
12 00 I
20.6 O V) U
6 �
O I I 0
M4
2 4 65' CONSERV ON E N SHEET
2
_ O
I
V
MATCH LINE SEE SHEET 9 OF �3
RAwALL LEE Y, fR. PE #22,w
96-166:99-260
•.1
�22
= EXISTING GROUND
CON1
= SWALES
1e
= PROPOSED ELEVATION
S-0
= CULVERT W\MITERED E�
o
= CONTROL STRUCTURE
= WETLAND IMPACTS
�.
= PRESERVED WETLANDS
g
= LOT NUMBER
60
GRAPHIC SCALE
30 60 120
( IN FEET )
I inch = 60 ft.
MATCH LINE SEE SHEET 11
S TO WETLAND 3
SERVATION EASEMENT
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LEGEND
�22
= EXISTING GROUND CONTOUR
= SWALES
18.7
= PROPOSED ELEVATION
= CULVERT W\MITERED END SECTIONS
CONTROL STRUCTURE
= WETLAND IMPACTS
= PRESERVED WETLANDS
19
= LOT NUMBER
GRAPHIC SCALE
0 0 so eu izu z<
( IN FEET )
1 inch = 60 ft.
L I
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z
s
\ -
21.57 'o' r'T-
221-48 0
1-9-3
f
2
O
40LF-14"x23"
ERCP
I
W/ MITERED END
EINV =19.19
SECTION
19.08 p
W INV = 19.28
19.23
I
I
I
26
0
R = 114.2 5'
. '38"
A = 94.80' /
CB = S1'57'13"E
CD = 92.11' I
11 A CH LINE S E E/ET 10 19
O
- --� 18.9 /
/ EXISTING PAVEMENT
EXISTING PAVEMENT I f 18 LOCATION
LOCATION
Q12
I
_'
R =
95.01'
12
18.9
+877
D =
38'4.1'45"
2
CB
CD
= S3'17'04"E
= '
62.96
A
EDGE OF LAKE
ELEV=18.0'
4 0a
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rA�-
w N
LAKE 3--
o
I
242,761 SF
5.57 Ac
o
I
6.0
I 19.18
Z
f 2l=.
1 16.0 I 1
R = 785.49' 18.0 O
D = 9'23'50" I I
0 A = 128.83'
+i CB = S4'14'21 "W -21.5
CD _ 128.69'
19.0 BLOCK H -
20' DRAINAGE
EASEMENT
60' TYPCIAL
I 2 - 1 24 79 I I 20' DRAINAGE � EASEMENT
0 16
4 CO
� 14 15
tQ
C' W 20.7
T- 9 7 R= 75.00' I I 5OLF 12"X18" ERCP
D = 87'16'07" W\MITERED END SECTIONS
A = 114.23' N. INV=19;9919.83
21 73 0 CB = S46'21'56"E I I S. INV=20,0019.93
"l CD = 103.51' 19 20.3
Lo HOLDEN AVENUE 2"
22.86 ao � � I
22.70
8+00 22,08 6+00 5+00 4+00
2 8 20.4 - Z2 6 7+00 N 90'00'00" W 506
0.4 .48' -
z 19:$ 40LF - 14" x 3" ERCP 26.3 nJ
W/ MITERED END SECTIONS 20.3 22.64
w N INV = 19.78 19.66
w S INV =19:$9 19.76 30" STOP SIGN R1-1
w 24" WHITE STOP BAR
Q
o
29 30 31 32 33
Lo O O
-
h
BLOCK F EXISTING DITCH f 2z
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tx 1 h
N�
S90000'00" 510.00' 0 0
N / 00
N r
Lo
IM=1
a
80' RIGHT OF WADI'
\
END OF
PAVEMENT
\
21.
2 1
\ \
\ \
19.9
\
22.08
/
\
R
= 524.82'
W A4 D
D=
9'20'04"
W
A = 85.50'
L
CB
= S32°52'33"W 2 2
CD
= 85.41'
I (NO IMPACTS)
R =
305.00'
D =
37'32'35"
A =
199.85'
CB
= S18'46'18"W
CD
= 196.30'
t
�
T23
19.18
50LF 14"X23" ERCP
W\MITERED END SECTIONS
E. INV =19z8 19.18
4'
W. INV =19.18 19.18
0
0
PROPOSED 4' WALK
1.0' OFF R/W LINE
N
NCV
N
1
O
O O
O
O +
o o
30" STOP SIG
R1-1
0
- 24" WHITE ST
P BAR
Z
(TYPICAL
50LF 12"X18" ERC
2A9 0 W\MITERED END SECTIONS
N. INV =29. 19.
6
S. INV = 20.06
HOLDEN CT.
0
+00 2+00 TYPfeAL+00
\ WETLAND
WL 4
(NO IMPACTS)
� l
21.5
CONSTRUCT REAR YARD SWALE TO
3 DRAIN TO WETLAND
(TYPICAL WHERE SHOWN)
I
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Q
(
15' DRAINAGE
EASEMENT
1i1%iI01
291 DEAD END SIGN
EASY STREET - STA 51+1 2.53 = -+ CL HOLDEN AVENUE - STA -' +52.00
SITE BENCH MARK ELEV=22 57' NGVD
0 4, ' (P.C.P. #3435)
0' TYPICAL Q O
PROPOSED U O
4' SIDEWALK
60LF OF 30 RCP - -
6 "
W\ M.E.S.
E. INV = 19.28 15.97
Cn w W. INV = 4998 15.81 �� BLOCK J °
/ X1.
INSTALL HANDR�I (j�o®'® "W 528.53' 1-
PER FDOT STA�Npp jj}} w
w
In
Q
w
EXIST. SWALE \DITCH TO REMAIN
22.8
V '
Z w
O N �7 '/��� W W <+ 1 2 3 4 5 � r ) 5�} ® ® Q O 0 t�
o � / �/ I L
0 - p O LJ 10 10 Lo
0 0 0 0 M
Z 0 O
G 0 0
0 0
cn z
o
R =1 9 60.00' _- -•-
30 STOP SIGNR1-1-
- - - - -24" 1HITE_�TOP BAR - - - R=1255.64 - - -
REGRADE EXIST. SWALE p ',�/
REGRADE EXIST. SWALE L=45.00
NEW CULVERT ' -
AS REQUIRED TO INVERT MATCH WA
ENGLAR DRIVE O nI M AS REQUIRED TO PROVIDE
POSITIVE DRAINAGE EAST
60 LF 14' X 23" CULVERT (CONCRETE)
E. INV = 4$7I9--18.12 EXIST. 17"x29" ERCP
W. INV = i9-- -8:318.23 N. INV = 17.80
S. INV = 18.17
CROSS SECTION EASY STREET
SOUTH OF HOLDEN
ws
1.0' OFF R/W LINE
MATCH EXISTING GRADE
CROSS SECTION EASY STREET
NORTH OF HOLDEN
NTs
20' DRAINAGE &
MAINTENANCE
EASEMENT (TYPICAL)
20' ---
- 12' -
8'
30'
VARIES
g: N WL = 18.00'
' iTYp� EL= 16.0'
BOTTOM ELEVATION = 6.0' 1--"
TYPICAL LAKE SECTION A -A
ms
30'
wtome
8'
12'-
EL= 21.0'
' 1 `-- ?)
20' DRAINAGE &
MAINTENANCE
EASEMENT (TYPICAL)
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