HomeMy WebLinkAbout1999 - May 19 Paving & Drainage PlanC
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LEGEND
",_,22 = EXISTING GROUND CONTOUR
= SWALES
18•� = PROPOSED ELEVATION �..
0-43 = CULVERT W\MITERED END SECTIONS
❑ = CONTROL STRUCTURE
= WETLAND IMPACTS
= PRESERVED WETLANDS
1 g = LOT NUMBER
LLJ
115
�' -- 43048'35" X
Rr 450.00'
T = 180.94'
L = 344.08'
1 1 1 1
I I I
MATCH LINE SEE SHEET 7
o bLU N /A
0'9 t. 18.7 \
0.81
0
\ o
18.7 - - I ,8.7 20
EASEMENT
- 88.7 14
' DRAINAGE
EASEMENT
21.40
I I I \ \ 1 2
� I o
6 0 5 4 \ o
0 O \
O
o
o
I l I , I--- AG I I I 19.2
(
I I 21.3 o
II 1I
I I 20.9O 50LF 14"X23" ERCP
4, 21.40 NSCTONS
2 0 W\MITERED END
O O1 3
I
E INV =19.20
O 23.05 W INV =19.10 CONSTRUCT REAR YARD SWALE TO -�
O I r 21.65 I ( o DRAIN TO WETLAND
° ( I v (TYPICAL WHERE SHOWN)
0
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/ I CONSTRUCT 2-60" 0 R.C.P. O F EA.
rn I I \ W/ CONC. HEADWALLS P FDOT
ti �, INDEX 51,
N I \10 N. INV. 10. 0
\ \ V S. INV. 10.2
\
\
SAW -CUT & MATCH \
EXISTING PAVEMENT
REMOVE CUL-DE-SAC
REMOVE EXISTING 60" 23.90
CULVERTS TYP. OF 2
o = 84030'41 "
R = 50.00' -
T = 45.43'
1__ = 7 3.7 5'
GRAPHIC SCALE
60 0 30 60 120
Li Eme
( IN FEET )
I inch = 60 ft.
o = 25°23'45"
R = 995.00'
T = 224.19'
L = 441.02'
240
UNPLATTED
O m m
O
I + 1 O
M Q N of
i QU4_j W
I 23.65 ( m I I o 15 mN
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O I I 1 Q Q
o w
18 1 Qre_j3
o<��
o, O 50LF 14"X23" ERCP EASY STREET - STA 14+38.23 = v
�x0' ' + W\MITERED END SECTIONS I I FLEMMING STREET - STA 11+82.91 W d 0 Q
N ko N INV= 19.90 19.9 20.7 I (A ~ Oo Cr
\ S INV= 20.00 STREET 3 RED 1 P X 18"
FLEMMING STREET -STA 7+58.39
22.25 � END OF PAVEMENT
/ CL BARBARA COURT - STA 10+00 + MARKERS
to\ BANKS COURT - STA 10+00 0 20.7
N 20.5 �_ -_ W\9 REFLECTORS EACH
IZZ
d �'� 7' O.C. 4' HIGH
1 n 30" STOP SIGN R1-1
24" WHITE STOP BAR �23.05 p 13+00 14+00
0 N 0' T P CAL 1 \ �\ 8 g+00 10 4_0 11 �00 12+00 �_ 14+9.97
i1 d o 22.75
1 0 \ 20.5 00 I STA: 12+19.91
40LF 14"X23" ERCP \ END PAVEMENT CONSTRUCTION
~a 22.
W\MITERED END SECTIONS 'o
+ E INV= 20.60 \ 19.8 'N�
15
30" STOP SIGN R1-1 7 W INV= 20.70 \ EM o
24" WHIT STOP BAR ��✓ � p0 30" STOP SIGN R1-1 26-7
O 50LF 14"X23" ERCP �k 20.0 20.2
24" WHITE STOP BAR
x0 LEMMING STREET - STA 3+06.83 20.6 W\MITERED END SECTIONS (TYPICAL) 2$-7 O 20.7
O _ + N INV= 19.20 ��. / I ( �� END OF 1
20. - DEAD END SIGN S INV= 19.10 20.5 I 20.7
_ �/'f PAVEMENT
6k�0 - I PROPOSED 4' WALK
�� " STOP SIGN R1 1 ( 19 1.0' OFF R/W LINE
0 2424W �Op ��..- �`�" (j� " WHITE STOP BAR I
20.5 A� (TYPICAL)
2+00 3+0 0 4+00 O I
DEAD END SIGN 0
19.9
U _
0
20.6 \ / U /
22.90
40LF 14"X23' ERCP 30" STOP SIGN R1-1 21.0 \ / Q
W\MIT RED END SECTIONS I 24" WHITE STOP BAR \ /
2 E. INV =20.70 20.7 0 16 / m
O W. INV =20.60
I + o \
1 oR / \
o
19.8
40LF 12"X18" ERCP / o
/ - -
I W\MITERED END SECTIONSN. INV =19.80S. INV =19.70 _ - - - - - -
AREGA STREET - STA 12+58. 1 20' DRAINAGE
DEAD END SIGN HUNT COURT - STA 0+00 I
EASEMENT �cb / M5 AWETLAND CR$ATIOW AREA�I _\j
WIDTH VARIES
2.60 - �' � /� 20' D INAGE
14 I EASEMEN
21.3 HUNT CT. i 22.10 /
3.64 +00 0 18.7 25' UPLAN BUFFER
I 19.7 � A A J -A �
(q0 IMP4CTS)
22.80 19.6 / \
30 STOP SIGN R1-1
24" WHITE STOP BAR 00 / 0 SERVATION EASEMENT WIDTH VARIES
40LF 14"X23" ERCP
I W\MITERED END SECTIONS
E. INV =19.60
19.1
W. INV =19.70 ` ��
- /
A �I A A A _�l A A A A
O V /
lLi I LAKE 2 Cvrat
O 21.40 19 / I
392,259 SF 2 3 .,.2 �I �I �I �I 21 A
22.80
9.00 Ac
I 50LF 14"X23" ERCP /
l I I - - -
20.6 I 1 E. INV =19.20
1 2 N CA CO CD N
o + I M4
O I I
O
2 4 I 2 65' C S EM T
I - O
MATCH LINE SEE SHEET 9
fL PE #22326
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OF 13
96-166:99-260
LEGEND
�22
= EXISTING GROUND CONTOU
w
= SWALES
18
= PROPOSED ELEVATION
= CULVERT W\MITERED END
= CONTROL STRUCTURE
= WETLAND IMPACTS
= PRESERVED WETLANDS
1 g
= LOT NUMBER
60
GRAPHIC SCALE
30 60 120
( IN FEET )
1 inch = 60 ft.
MATCH LINE SEE SHEET M
MATCH LINE SEE SHEET 11
TO WETLAND 3
:RVATION EASEMENT
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10
OF 13
(DAL LEE MOSBY,, FL PE #22326
9 6 -16 6: 9 9 - 2 60
LEGEND y-�,.. I � � �o /
D = 47'32
A= 94.80' \
0 -
CB _ S1'57'13"E / / 80' RIGHT OF WA \
�22 = EXISTING GROUND CONTOUR `� �- cD - 92.11' END of \` \
�� / o PAVEMENT \
= SWALES o I MAT C E SEc;E E 1 .6 T \
O 11 /
PROPOSED ELEVATIONS 20.
2 21 6 1.91
21.57 ' 19.9
CULVERT W\MITERED END SECTIONS I 21.98
CONTROL STRUCTURE I 1 - - - - -� $.s 22 �e 21 J
22.08 � � •
R = 524.82'
WETLAND IMPACTS I t� - - - D _ 9'20'04" WETLAND
(,D5��./ EXISTING PAVEMENT q _PRESERVED WETLANDS EXISTING PAVEMENT Q LOCATION CB =8WL 4
S32 52'33"W
LOCATION
CD = 85.41' 22 I (NO IMPACTS)
LOT NUMBER 40LF 14"x23" ERCP
W/ MITERED END SECTI N 12 I 12
E INV = 19.10 19.08 R 95.01' 9 _ _
W INV =6 19.23 12' D = 37 3�� 5" l
D = 38'41'45"
r, A=64.17' I ` A=199.85I
+ CB = S3'17'04"E
a EDGE OF LAKE F�---
o CD = 62.96' I ELEV=18.0' �- CB = S18'46'18"W \
tx txA CD = 196.30'
LAKE
0 242,7613SF I ~' WETLAND
- CV 5.57 Ac i g.10
6.0 19.123 /
19.18
O 5 (NO IMPACTS)
N 50LF 14"X23" ERCP
13 I I 21.67 W\MITERED END SECTIONS16.0 \
R = 785.49'
18.0 1 / E. INV =19�e 19.18 \ I
} � � W. INV=1-9:9-9� 19.18
D = 9'23'50" I I \
A = 128.83' o \
CB = S4'14'21 "W 48 _21.5 �°'/ o
CD = 128.69' PROPOSED 4' WALK 3
19.0 BLOCK H 1.0' OFF R/W LINE O 21.5
20' DRAINAGE 111r"""`I^CONSTRUCT REAR YARD SWALE TO
EASEMENT Cq I DRAIN TO WETLAND
N (TYPICAL WHERE SHOWN)
60' TYPCIAL 20' DRAINAGE O
2 7 Z I I EASEMENT 2
16 >. o + O 4
14 O( OI IO15 cAo 0
20.7 0o
30 STOP SIG R1_
1 O
26 4 60LF Q o 24" WHITE ST P BAR
R = 75.00' -5@EF 12"X18" ERCP z 60LF (TYPICAL
D = 87'16'07" I ( W\MITERED END SECTIONS W 56LF 12"X18" ERC
3 A 114.23 N. INV =19.99 19.83
CB = S46'21'56"E I I 1-9-7 20.3 S. INV=2�8:5819.93 � 29:8 W\MITERED END S CTIONS
INV =� 19. 6 15' DRAINAGE
22.86 `9x CD - 1 HN
OLDEN AVENUE 2� S. INV=28.-9@ 20. 6 HOLDEN CT. ~I EASEMENT
00
22-49 - �' �.► ter' L� ..--��- `O
4 8+00 2 08 . 7+00 � 600 5+00 I 4+0 0 +00 12+00 1+00 5 0+00
20.4 2A9 N 90'00'00" W 506.48'
I-TYP4eAL I � . X
2 8 �� -•- �,- - 57 %
a
40LF - 14" x 3" ERCP Li22T5
21
W/ MITERED END SECTIONS 20.3 22.64 261 DEAD END SIGN
:2 N INV = 19.719.66
vwi S INV =19.89 19.76 30" STOP SIGN R1-1
w 24" WHITE STOP BAR EASY STREET -STA 51+08.53 =
u I N HOLDEN AVENUE - STA +52.00
SITE BENCH MARK ELEV=22 57' NGVD
z
Q 0 4 (P.C.P. #3435)
o- 2 9 3 0 31 0' TYPICAL 5
( � Q O PROPOSED � O
O
- 4 SIDEWALK. - 6-
80LF OF 30" RCP
6 " x3a„
BLOCK F EXISTING DITCH 23.06 DEB- HEADWALL
2 68 E. INV = 19.20 15.97 EXIST. SWALE\DITCH TO REMAIN
W. INV = 19:69 15.81 g
21.5 BLOCK J
S90°00'00" 510.00' N90°00'0"W 528.53'o Z 22.s
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I ( R =19 60.00'
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
+ e/
30 STOP SIGN R1-1 U R= 1 255.64
--24'�ITE STOP B- COCAR0
- ----- L=45.o-0 -----
ENGLAR DRIVE 807 R/W
60 LF 14" X 23" CULVERT (CONCRETE)
REGRADE EXIST. SWALE E. INV = 18.18 -18.12 EXIST. 17"x29" ERCP
AS REQUIRED TO MATCH W. INV = 1839 18.23 REGRADE EXIST. SWALE N. INV = 17.80
NEW CULVERT INVERT
AS REQUIRED TO P VIDE 5 S. INV = 18.17
POSITIVE DRAINAGE E T6-
EASY STREET 80' R/W
10' 19, 11 11' 10' ° Y1SIpa CA-
3 a ;
LL 3
0
EE EX 3TING ROADWAY 0
21.6
1.44 21.4
CROSS SECTION EASY STREET
SOUTH OF HOLDEN
NTS
1.0' OFF R/W LINE
MATCH EXISTING GRADE
CROSS SECTION EASY STREET
NORTH OF HOLDEN
NTS
10
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OF 13
22326
96-166:99-260