HomeMy WebLinkAbout2001 -Paving and Drainage Plan pgs 6,7,8 of 12LP ELEV. = 15.30 7.91 F` rn I
V = 16.1 1 STA. 4+ 10.00
HP ELEV.
CL PRC STA.7+48.65 LP ELEV. = 1 5.68 (1:8::3:))z
MATCH EXIST, PAV. GRADE = 16.46 STA. 1 +50.00 PI STA. 1 +50.00 CL PC STA.2+40.00 PROPOSED TYPE 'C' INLET A
STA. 0+00.00 STA. 0+00.00 CL PI STA. 50+00.00 CL STA. 4+10.00 10' UTILITY EASEMENT CL STA. 11+67.22 m
� OFFSET = 15'R , HP ELEV. = 16.84 19.2
(TYPICAL ALONG LOT FRONTAGE) CL PT STA. 11 +40.22 N 00°19'30"E PC STA. 12+ 12.02 o
/_ _GUARDHOUSE CL PT STA. 50+ 16.32 CL PRC STA. 2+79.05 TOP = 1 5.01 7.2 Al 9.29 STA. 7+82.00ig
WATERVLIET (BY OTHERS) 4� E. INV. = 11.51 3.8 17.08 4 I O v o m
�- 2 6 5 6.2 4' -- � �
_ _ _ _ _ 0
STREET 16.46 612 24" WHITE1�,12 L3+00
8.0111.52 62 12 p0 oo °� oo oSTOP BAR 17• •1�' 1a1a• 1a• 1� 1a• 16•j 15.92 8.59 10 80Lli------.--16.51 15.42 �00THE 9+00 R=5000.00' 10+00 11+00 2QO a 2+00 R=1000.0N 7+00 8+00 - i -- -, NO2'09' 7" E 12+00
-, _ 4+00 5+00 R=5500.00'F
6+00 p `� 19.0 ' L=391. 7' ' - - -- 13+00
N00°19'30"E -150.00' 0°19'30"E ^90 00' Lam=39.05'�a ' 4 -- + - ��, ,�,•,.. EA9LF- S Gt .CLE ti► ^-� 5 '�.► '�-► - .. -�,�.-���,�,.. -ti,� 17.8 71.80' -'- -- ----*-- - -�
- - - - - - - `��•. 8.2 8.5 ""'�� v� , r..� -L=462,, 6 0��. r •y rte. .✓ �^.
8.2 R t 5 R 1
17,6 _ TYP. 4" PAINTED - -��i - - - - - - - - - -
TE PARKING R5' -
30" STOP SIGN (R 1-1)
S89'40'30 "E$'8 STRIPE 20� 24' -{
EXIST. ASPHALT 16.32' <t a S 30" STOP sicN u F_ PROPOSEp TYPE 'C' INLET a'
PAVEMENT �- _ �� i , (R1 -t) wa
I,
N 1 Q ^ / / TYP. TIRE STOP Vj� �/ /o� (SEE DETAIL)
00 ~ v '
O jr TYP. 12' HANDICAP
z 24 WHITE x� SPACE W/ 5' ACCESS n
h� ^� ISLE (SEE DETAIL) R10' o
24"
WHITE
STOP
BAR
18
20
TENNIS
16.60 I0 Q)
1 1 I CL STA. 11+67.22 I 1 0
15' DRAINAGE & 2' MIAMI I I I OFFSET = 15'R 1 I I 1 `1 ,, > II
UTILITY EASEMENT CURB (TYP.) 17.
( 21'5° 5 TOP = 15.27 22 0 I � m CS
E. INV. = 11.77
BLOCK A 1 1 3.9 Q I I W
I STOP BAR N I 215' OF 24" C.A.P. I I I I. I I I Q Z
Z W J
CL PRC STA. 51+09.27 R 5' N 15.92 COURTS q
R
-+�� N 1 I 2 3 I 4 I O I O O O O mWaC�'4
�� -► I R22
O O O O I I o av
82' 20 24'_ =20'4' I I I 23,328 sf i 23,328 sf I 23,328 sf I 23,328 sf 1 23,338 sf I 23,444 sf I 23,573 sf I 23,703 sf 1 25,672 sf 16.50 I I i 1
R5
2' MIAMI I r � /
Co° C BHO E i
/ o / w�w� MITERED END I 15' DRAINAGE &
o Uuuit F. = 16.9
CURB (TYP.) ( ,`; `n aoao 50' 60 120'• = o
, 18 I I INV. 1 1.20 1a.2 I I I UTILITY EASEMENT (�
228' OF 24" C.A.P. 1
PRC STA. 52+60.45 1 0 / Ir TRACT B O
1 ! R5 R5' POOL o 1.59 cc. 16 p0 19 20
1 1'0 - - - L - - - - I I O'
' 16.15 �. 50' `�
PROPOSED TYPE 'C' INLET PAVILION PR OS T OF BA = 7.0 I I / 1 -� -------------------- _ _---
(12' x 12') .• •� •� 0' INT AN E1 EM T 'r I EXISTING TOP OF BANK = 17.0
MITERED END i - - - W
STA. 53+23.98 12'12' -
OFFSET = 15 R 4� WOODEN
6.7 11.0 I N
N d
TOP = 14.88 DECK u r
O W Z Q 0 0
S. INV. = 12.00 3.8Ij I
'TRM W ER LE = 0
® s Q p t
N. INV. = 11.25 3,1 I n � i / i I
NOR AL WATER ELEV. = 11.0 W x J
��oo 7.9 I 1�U.A P 01 ° FP P SW E. KE OTT = 0.0 r j 'a 3 U32' OF 15" C.o I - r � 3 F v P ^,
-� I w 1 18 0 P PO D AK / LAKE BOTTOM - 0.0 Q z a z X
6.9 + 15.17 ET A ITf 1
PROPOSED TYPE C INLET &� _
I LA IB TO .0 I � 1 I � I I � p ° � � � Q
NLL
O d
STA. 53+23.98 + I I I 1 /r a W
OFFSET = 15'L T I I LAKE BETSY
6.8 I I I
--
TOP - 15.00 � I C&G
N. INV, = 12.13 4.0
60' 5
LP ELEV. = 1 5.29 7.2 tt
R.O.W
CL STA. 53+23.98 I 1 I o0 2 1 I
PR OS T 0 BA 17. t
E _ SE NT _..
MITERED END I
MITERED END
= 1 1 .00 12.8 �qX
CL PT STA. 53+28.75 I 1 I INV. INV. = 10,00I MITA E 80rroM o
I
N 15 DRAINAGE & I ERE Z:.0
w UTILITY EASEMEN
I ' I 15 DRAINAGE & /NV ` D END NO
Q RM4L WAr
I
m °' T
co1 I 251' OF 24"` C.A.P. UTILITY EASEMENT I I I X9.50 ER ELEV -
1 - �' 1 72' OF 24" C.A.P. 1 �a•5o
N o co w
rq 0 O 1 I I I 15' DRAINAGE
CC) 15.5° I UTILITY EASEMENT I EX/S
1 30,296 sf 1 O2 I 3 I 4 I 5 I 1 60 1 0 --` C-T/NG r -�
I (Q O O O n6 _ op OF �
+ I 26,620 sf I 0 sf I 1 `-' I - Bq NK
1 1 26,620 sf I I 26,62 28,047 sf 1 _ �� -�
1 R=50.00' I 1 25,979 sf I 236' OF 24 C.A.P. I - 0
L=25.01'
CL PC STA. 55+21.41 1 I I I I I
PROPOSE TYPE 'C' I INLET I f 8 9 / ao__
i D 28,269 s � O I 18
16.54 1\ 1 STA. 59+55.81 I I BLOCK B
25,814 sf 22,394 sf /
7.4 7 2 I I OFFSET = 21'R i EXISTING TYPE
CL PC STA. 55+46.42 16.47 1 I TOP = 13.86 4.8
O I 21 ,862 sf i J
1 I C INLET /
i 1 I 1
E. INV. _ 10.75 1.17
16.22 1 42 OF 24" C.A.P. I 1 - I STA. 65+22.93 I /
N61'40'59"E 7.4 o W. INV. 10.75 1. 1 16.14 � I HP ELEV. - 16.38 7.00 I OFFSET 23'R 11 24.20
71.62' 16.47 p --
1 PROP. TOP = 13.82 I I CL PC STA. 66+31.00 23,989 sf
16.94 CL STA. 62+ 12.81 I
c&c - - - - - - - - - - - - - - - - -� - - - - .2 - � I EXIST. TOP = 12.85 LP ELEV. = 1 5.56 �
�\� ter.- ,T.. �s �.� O .ice.- s•- �. .rte..- f'` +�-� -.-�. _.. " r` ✓� -.��. r 6 .91 I I I I
O6.60 16'39 `sq \ I W. INV. 9.86 STA. 65+22.93
!o 57+00 58+00 - 59+00N00'19.30"E 60+00 61+0o E. INV. = 9.96
HP ELEV. = 16.75 15.5 Sas - -«-_ - , - -. _ 62+0 -� �1 _ _ _ -
S
I I 16.66 � w 15.62 � 15.6 � 15.6? 50T.03' 6.10 S' 156 ERICA'S WAY 1�- R�25oo _
CL STA. 55+77.66 0' _ •--.._ _-- _ _ ---- - - ��
�6 ,878
7.3 ✓``- - ., .� �`°- O .r-► .i-► 15.36 1 6' X20' -�-► - - - _ / y
6.8 r� ''r`' "'� ' "��' '� �^' �'� -.-� 3' �.�- ^ �" 66+00 R_ 15
- - SOY 19'30" W - - - 248.49' _ _ _ ._ ... e - - - - - - 6,6- 5 58.4 63� -�,� ^''� �� 46 212.81' _ 50 oo' 6>�
CL PC STA. 61 +72.62 1 0 56 R�2z5. 65+0 .6--�'_'__ -�
00' 64+OQ N04°49'16"`N 66 L=86.16
00
CL PC STA. 56+18.04 I LP ELEV, = 15.60 6.s115.
FLARED CURB CL PT STA. 56+71.59 N00°19'30"E 0 = 20`08 11 -�-., L-98.28. 66 15.32
END (TYP.) CL STA. 59+55.81 378.44' R = 220.00' -`-•• 15 ,..�►� 1 -� -�-, 15.5280
7 1 _ '~'`" M .� "" � EXISTING 48' OF 7,7015
�� S��''
1 N o PROPOSED TYPE 'C' INLET T = 39.06 _ , ,.113,w x
TRACT C I o L= 77.32 N20°27 41 E
jam, STA. 59+55.81 4 49' 16' W �� 212.81 24" C.A.P. s8 00
��-,
N0.69 ac. I OFFSET = 21'L CL PT STA. 62+60.48 58.43' 0 = 25°16,57„ NO ��� INV. = 10.86 ♦ a� 6 ��
b, I 0p TOP 13.86 4.91 R = EXISTING TYPE C INLET �� /v 15'
rn i � W. INV. = 10.85 1,7 CL PC STA. 63+18.91 255 00 „ 28° R32�0 `� O
�� T = 57.19 STA. 65+22.93 d = 32°54 43 OS' ! 0 6s
" OFFSET = 27'L R = 120.00' 72% 2 \93>3 •Y`° o
L - 112:52 PROP. TOP = 13.82 T = 35.45' 3 E
EXIST. TOP = 12.38 '
-- -' CL PT STA. 64+18.19 L = 68.93
W. INV. = 9.40 a
E. INV. = 9.33 CL PT STA. 67+17.16 CL PC STA. 68+38.59 ® '�
N00'2039"E I
300.00' MODIFY EXISTING INLET TO
OUTFALL STRUCTURE. SEE Q = 16°27'22"
DETAIL SHEET 12. R = 355.00' Q
T = 51.3 3' I w ,....J
EXISTING 80' OF L = 101.96' �n
24" C.A.P. INSTALL SILT FENCE z VJ
3� SEE DETAIL SHT. 12 I
LEGEND:
PAVING AND DRAINAGE U
1„ _ 50,z CoI
"Oo = EXISTING ELEVATION IN FEET
AS -BUILT PLAN
Q
I
m
23.90 = PROPOSED ELEVATIONS IN FEF -T
AS -BUILT ELEVATIONS IN FEE T
SHEET
A OF -j 1
RANDALL LEE MOSBY, FL PE #22326 DWG. N0. 9650206 96-502
A
02 A\ 19.72
I 16,94
- •_ � 11 60 - - 1"1 8a 18,40
PRC STA.21 +63.08
19.6.2
HP ELEV. = 17.18 N00°19'30"E
CL STA 16+6700 2656,24'
LP ELEV. = 15.70 8.4
B
PROPOSED TYPE 'C' INLET
� STA. 21+59,09 CL PT STA. 25+15.9 0 HP ELEV. = 17.19 9,7 A CL PC STA.27+07.21
OFFSET = 15'R
TOP = 15.29 7.5 30STA. 26+57.00
STA. 21 +59.09 15.82 8.71 16.95
E. INV. = 11.79 4.1 3
16.34 11 9� 1$ 0419 8
N 20+0o THE 21+00
17+00 R=12500.00' 18+00 --- - �_ C
+-- L_95106 oma,. �..- EAR'S C�: LE
23+00 R=8000.00' L=352.82' 240' 0 2�� b0 N00" 19'30" E a 191,31 ' 1 1.3
22+OQ -, - - -,-- - -F - 3--- +-
------------------ 24 - - R=30_ 00,_00' 2�+Q0
...rte +,ice + ..,r -.. -*�-.✓-..� �.► 2ZtQQ. -` L-1^786'
•.� .,.. -....ice -••.� w ••.. -••"
I
I I 1 I I I I 15.58 I
15' DRAINAGE & 2' MIAMI
2 0° 330 I I
I I 2 I 26. UTILITY EASEMENT ,I CURB (TYP.) I1
BLOCK A„
160 I I 9 o NO
I 20 0
I I I I I I I I
22,791 sf I i
I
O I 10 I 11 I 12 I 13 I 14 15 I 16 17 I 18 19
25 033 sf I 5 363 sf I 4 799 I I I I
672 sf I I 2 2 sf I 23,963 sf I-
1 24,265 sf I 24,774 sf 25,282 sf 25,722 sf I 25,882sf I I
I I I I I I 24,040 sf /�-- -
r1 I
-
i
I i I I
� 1 I REMOVE EXISTING
24" C.A.P. I I 1a.2o19.40 I OF 24 C.A.P. [\I\\ -242'
I P .�
I
22.
21 I
I
20,251 sf
I
I
,6.50----
I
22 I
20,250
Ii
EXISTING TOP OF BANK 17,0 - 20' MAINTENANCE EASEMENT - I - - - - - - - - - - - - - o
J L
MITERED END
I i INV. = 11.20 1 20' MAINTENANCE EASEMENT
3.10
PSL
NORMAL WATER ELEV. =I � t
11.0
1 I 1
LAKE BOTTOM 0 I 1
I
f I
I I I
I t 1 1
1 1 1
1 I
-
I
I
LAKE BETSY I I I 1
TOTAL PROPOSED LAKE
AREA = 17. A .
-___-- E 2 C I
- _
DOI I I I I 00
F F 1 1
f I I
i - i I
I TOP OF BANK - 17.0 1
I I I II II II N RMAL LAKE ELEV. = 11.�BOTT M 0.00 I I I I 1 1
1
,
I I
II
g0
1 I I 2.86 I I I
LAKE
T710M = I
I o. o ,-
_ NORMAL
WATE ELCV. 71.0 I I I 0
rrj I I I I I P��laol
-�_EXISTING
T 1- I I I NO
I �
OA 0�- BANK = 17.0 _''-K� I I � � ,� ,�� 0 � / I 16.40 2 5
20,572 sf
24
V-20,MAINTE / �---
1 2 NANCE EAS _T_
20,144 sf
Q I EMENT
26,613 sf I 11 _ - - - 4____ - - - - - - - - MITERED END I 20' MAINTENANCE ,/ 3 -- - - - - - I INV =EASEMENT 23 1
1 _1 � -------- -----10.90--� \
I I I 21,413 sf \
24,012 sf I
/ I 21 Qo 1 4 // II , I , II I 15' DRAINAGE &
24,060 sf BLOCK »B" 246' OF 24" C.A.P. UTILITY EASEMENT
8a -
00"
\ /3�
I
24 40 00'
\ 24,137 sf I I I 148 sf \\ 1S
`-, 24,492 sf I 17 I 1 .5 14.1
32 �` 25,502 sf 20 I 17.03 i CL
�\93S'\ 6g+oo _ - _ / I 26,054 sf i O O , 25,248 sf \ ,-�
�3. - 1 / 26,264 sf 26,141 sf I •f 16.6
Ni �.�9.00 I ( PROPOSED TYPE C I INLET
71+00 3 il::�; 6 o
101
/ 0 28°37'47STA. 77+64.09 "
1 I OFFSET = 15'R / o R = 570.00
15340 6. 72+00140' OF 15" C.A.P. TOP = 14.07 4,11 0 '� T = 145.45'
W. INV. = 10.50 / / /,.-/ `koo L = 284,82'
I
�... 15.2 73+00 '�-- - ' I E. INV. = 1 1 .25 0,511 /� "o •f
Ni 1
6 _ -
3 °3 E �'. 150T--, �_7a+ -`._ - - ---- - - _ -17-:7__ - "� e L0 HP ELEV. = 17.30 7.3PT STA. 69+32.32 55.44,R_ .�- - - - - --6-1 140-7 s -r R-S� 00. N 0-)
2400.00. 75+00 _ ^� 15.63
"~�- 1a 1 ---,0 ��'� -� "�. '�-.15.57 g°koo ` 32oQ5 /� STA. 82+58.03
17.31 r ` . �^� 9 90 L=47 3.76 --+ --_ _ 76+00� ( B r -
HP ELEV. = 17.55 16.53 3 --.,.. .� 1a�1 ERICA'S wqY ;4-r-' - 77+00 00N00'19'30"E 79+00 ______��? ,
o �_ 14. 98.89, 14.11 f. TRACT D v�
STA. 71483.32 - -tip �. ' R,So• 0.27 ac.
36
CL PC STA. 72+87.77 R = 2430'00' CL PT STA. 77+61.53 PROPOSED TYPE 'C' INLET
� STA. 77+64.09 N00 19'30"E
O T = 240.62'
O = EXISTING ELEVATION IN FEET
OFFSET = 1 5'L 428.54' CL PRC STA. 81 +80.87
�� = 479.67' LP ELEV. = 15.81 5 TOP = 14.07 4.11 CL P� STA. 78+6 .42 11/18/98
STA. 77+64.09 W, INV. = 11.32 1.41
23.90 = PROPOSED ELEVATIONS IN FEET � AS - BUILT
STORM SYSTEM ONL Y
A 23.90 = AS -BUILT ELEVATIONS IN FEET
PAVING AND DRAINA40""E B
SURVEY INFORMATION
DATED 11117198
1" = qn,
AS -BUILT PLAN
BAN,OALL LEE AAOSBY, FL RE #22326 DWG. N0. 9650207
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CL PRC STA.28+95.07
7.21
I LP ELEV. = 16.08 17.9
STA. 30+29.08 1
28+b0 18.
29+00 THE 30+00
^-- E9GLE"S I 'CLEC
-- -- ---- -- --17.43
I -�8
15.96
22 I 23
I
20,250 sf I 20,250 sf
191°
EXISTING TOP OF BANK = 17.0 T
PROPOSED TYPE 'C' INLET 18.53
� STA. 30+29.07 (L' PRC STA.32+83.64 HP ELEV. = 17.18 CL PT STA.34+89.88 R=25.0'
OFFSET = 1 5'R / SOO* 10'49" W D=100°44'42"
TOP = 15.67 17.39 A4 1331.66' STA. 33+96,00 A=43.96' 1
E. INV. = 12.17 14.0
16.84 6.69 1
33 x'01 R, 8.71 \
0025 _
.00' 31+00 �_ _ �+-32+00 ---- -.. - �,� C��Op 17.30 \
8.5 - ur' 06, 41 _� Y-001 0 TOP OF BANK
/0 CLEARING OR FILLING SHALL
-- --
T 18.24 �, ��a ELEV.
= sf BE ALLOWED BEYOND THIS LINE
I I \
L1' ELEV. 16.55 / WITHOUT A SJRWMD PERMIT
' .DRAINAGE & I I 17.06 \
1LITY EASEMENT BLOCK "A" \ 61 CL PI STA. 35+59.88 O3
�sxo \ / \
4.1 ,844 sf
ti17 0 O 4 / \
2Q� X89 4 RP STA. 95+46.46
1 111 I LAKE
1
11 WATER ,I �
lop OF 128'61
ti
0 � �
1 I I
SAKE g0-I10M 0 • - "o, � �P�� o
1 1 ND I
1 MliERE 9 0 ORMAL WNJER ESE
� f
1 I
-7 f
BPNK
30
IG �Op OF 1 \ 20,114
EX�Sj iN
BLOCK „B„
C.P•p. °% EXISTING
I '
OF 2A �"9� MA�CN 1 29
i 1 AC,
i
\� t 20,841 sf 18.1° o, OF EXIST .
EASEME 11, �A, C A
I11� 28 \ / �< o �"
21,191 sf / , / '`� D = 24°44'07„
1
#-*1 _ R = 580.00'
26 I 27 \,.�°�PP �,� as000
T = 127.18
25 I 1 20,644 sf 1 23,621 sf ,�` 6 2 ,G/• � L = 250.39'
572 sf MATCH EXISTING 11 i, bra / i36�o �'' CL PRC STA. 89+16.67
IVERTS
1 N
_ 0 5•
11 17.32 II _ �5. 9/.� 16� r A = 20°47'42"
O __
��, 15.43 0 �1�10 0 R = 270.00
Ff�t'-P A6 E L E� _ - _ _
/ - ' ,••- 86+00 0#' L = 97.99' -
4 42 -+
- ' ,,,,• So5' " E 40' OF 15" C.A.P
85+0o
_ 138'58 CL PRC STA. 88+07.79
$4 p0 z = 32°48'15"
X ----- R = 330.00'
T = 97.14'
N05-43'42"\NL = 188,94'
C PT STA. 84+97.45
CL PT STA. 91+54.11
138.58'
CL PC STA. 86+36.03
PROPOSED TYPE 'C' INLET
� STA. 86+91.37
PROPOSED TYPE 'C' INLET OFFSET = 211
STA, 86+91.37 TOP = 14.27 14.21
OFFSET = 21'L W. INV. = 11.52 1.43 4
TOP = 14.27 E. INV. = 12.16.
E. INV. = 12.1 7 11.39
W. INV. = 10.67 10.74
LP ELEV. = 16.01 5.97 A
CL STA. 86+91.37
PAVING AND DRAINAGE
AS -BUILT PLAN
1" = 50'
N37'43'37"W
182.05'
CL PI STA. 93+01.41
,v
N38'48'40"W
50.00'
0
33,785 sf
v
1
1
1
1
1
1
R=320.0'
�- D=22°21'53"
A=124.91'
1612 T 1612
I
O
32,771 sf
EAST
140.64'
N55`44'26"E
13.84'
R=25.0'
D=42°50'00"
A=18.69'
R=50.0'
D=81 °58'49"
A= 71.54'
N06°47'44"W
30.00'
0
z_W
W
-c Ll
X u
W
POINT OF TERMINATION
"LINE 2"
APPROX. JURISDICTION LINE
1 (TOP OF BANK)
NO CLEARING OR FILLING SHALL
0 BE ALLOWED BEYOND THIS LINE
WITHOUT A SJRWMD PERMIT
APPROX. LOCATION OF MEAN
HIGH WATER LINE (TYP.)
POINT OF TERMINATION
"LINE 1"
LEGEND:
00
= EXISTING ELEVATION IN FEET
23.90 = PROPOSED ELEVATIONS IN FEET
23.90 = AS -BUILT ELEVATIONS IN FEET
11/18/98
AS -BU/LT
STORM SYSTEM Oft Y
SURVEY INFORMATION
DATED 1117%,98
D
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