HomeMy WebLinkAbout2007 - (#64) Preliminary Paving Grading & Utilities Plan!o
(2) OR (3) TEMP. .,
8" PVC OVERFLOW/
HATCHED AREA ,
DISCHARGE PIPES W/ REMOVE CLAYED ANDXCAVATE(DEPTH: (
90' BENDS (SKIMMER)'
FOR SETTLEMENT POND 2 FT. TO 5 FT.) AND BACKFIL.L
WITH CLEAN TAN SAND (<5% FINES) '
FOR DEWATERING OPERATION '
INV.= 10.25' SEE SECTION G-12A. *'
INSTALL FLOATING .�........ _ _ _ _... _ _ _._._ ._..,......_......._... - _._...
TURBIDITY BARRIER - _.
3 -y0 - DRAINAGE/MAINTENANCE _x
EASEMENT--DEDICS TPRM
IR/CAPfFD
1- PLS #2391 - - - - - _ - -
w r 2 / / i.
// 21
! G'° / MIN FFE 15.0� 1
Z (� / c / / DRA
12A / /EASMN rCn
_I
0 o /� /
00 CID STA. 1 +51.67, 66.41' LT
N J ` j L CONST. 4 MJ P
`�-' '" /° I 2" BLOW -OFF. TE P 1
W ?C 4 SAMPLE POINT -NO 2
LJ
L, 22
15/ I
HATCHED AREA FILL' i I `
Q SLOPE -PLANT WITH f / DRAiNAG I MIN FFE 15.0
MNT I --q'- "
\ J NATIVE VEGETATION 1 39 LF 4 WM I .6
(CREATE UPLAND BUF6) €A
9 5'
- 1 2-L.F-1 " -AD ;
---�- �v----- -tfD
EXISTING � ... ..... ___...w_.. 14.5
WETLAND ..... 7.23
ELINE 100
c; 101
NIVCAP SET~ h
PLS #5243102 I
WITH s wETL MIN FFE = 15.0
'0 0.06 AC ra �E1\ 1,2�
I INSTALL SILT FENCE BYa
SET P'R COt1S rVatl011 HAND PRIOR TO CONSTRUCTION
. I ,. 1 LF-
(0.2 1C� { 15""ADS
44 '
2.5" LETTEI
1.5" LETTERS
Q/
ADJACENT
ZONING: RS-10
LAND USE: LOW DENSITY RESIDENTIAL
1
BLOCK 339, 1
NORTH PERMET R SEBASTIAN HIGHLANDS UNIT 13
24" CMP (ELEVATION 1.3 FT P B 7, PG 82
N.INV=7.50' ABOVE INTERNAL ROAD)
S.INV=7.04'
04 10 �MAINTENANCE--DRAINAGE/MAINTENANCE
- sa
EASEM __T .....
ENT-=l)El)ICATED 0--GI
-
14.5' �' _.. _ t 14.2'
f jy
\ r�
20 19 18 17
' MIN�FFE _ `14.50 - - i
r � ,MIN FFE - 14.75 � MIN FFE �- 14.7 MIN FFE - 14.50
STA.I 1 +83.9 �5.1 LT I STA. 2+93.14 18. 0' LT
4" 22.5' B D <; 6"X4M REDUCER
AD
' 1 E3 LF 4" PVC WM FIRE HYD ASSEMBLY , t
�. FH TO BE 8' FROM BC C
20 LF 15 A� DSO
��
L.P.
12.8' S-12
- 0
\ ~ Z
m
U)
i m
m
26 27
MIN FFE = 14.50 MI ,FFE = 14.9. _
1 m
+12 " -t z n 1 00
(0.44 AC) SEE DETAIL SHEET 11A-/ Jr_' r"m LIMITS I
o IR/CAP FD`-.,`\ \
o .PLS #2391
N o
�3�2•?1" W 37Z 0 4O P C OUT ALL WITH MES \ .�
N 7342,03; 2(Mj O INV. EL. 10.2'N, 10.1'S ONST. 32 LF
W 37" 6 •
2 Cod
F
1
79Q icyT
117S
�OAO�� \
I
oT�
N w �F� ��' Tyi NSF q`�
I ��� T° sS' 7
00
4" X 4" P/T LUMBER
Co
4v
p� ART `y
CONSERVATION AREA SIGNS TO BE PLACED ALONG THE
WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY
DEMARCATE LCT A MINIMUM �OFIE1 SSIIG PER NATURAL CONSERVATION
ALONG BOUNDAARY A
r NATURAL CONSERVATION SIGN
f N.T.S
(�
GRAPHIC SCALE
20 40 80
s-
( IN FEET )
1 inch = 40 ft.
150
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE
NUMBER
TOP
ELEV
INVERT ELEVATIONS
BOTTOM ELEV
DESCRIPTION
LOCATION
DS-1
12.80
8.8 (N)
8.30
MODIFIED MIAMI CURB INLET
20+09.87, 25.87' RT.
DS-4
12.60'
9.85 (NW,SW) -
7.00
MODIFIED MIAMI CURB INLET
1+11.72, 28.88' RT
DS-5
12.60
8.50 (W,S)
7.50
MODIFIED MIAMI CURB INLET
21+31.91, 11.0' RT
DS-6
12.60
8.30 (N,E)
7:30
MODIFIED MIAMI CURB INLET
21+31.91, 11.0' LT
DS-7
15.30
12.00 (W)
8.50
MODIFIED MIAMI CURB INLET
23+13.62,11.0' RT
DS-8
15.30
7.98 (W,S), 11.97 (E),
6.80
MODIFIED MIAMI CURB INLET
23+13.62,11.0' LT
DS-9
14.30
8.25 (S)
7.25
MODIFIED MIAMI CURB INLET
7+57.42, 11.0' LT
DS-t0
t4.30
`8.22 (N,S,W)
8.00
MODIFIED MIAMI CURB INLET
7+57.94, 11.0' RT
DS-11
12.60
9.10 (S)
8.10
MODIFIED MIAMI CURB INLET
4+37.88, 11.0' LT
DS-12
12.60
9.07 (N,E)
7.90
MODIFIED MIAMI CURB INLET
4+37.88, 11.0' RT
DS-13
12.60'
9.95 (W,SE)
7.00
MODIFIED MIAMI CURB INLET
STA. 1 +30.23, 46.1 V LT
DS-14
SEE DETAIL, SHEET 1 1 B
CONTROL STRUCTURE
-
DS-15
SEE bETAIL, SHEET 118
CONTROL STRUCTURE
-
DS-16
SEE DETAIL, SHEET 1 1 B
CONTROL STRUCTURE
-
DS-17
SEE DETAIL, SHEET 11 B
CONTROL STRUCTURE
-
SEWER
STRUCTURE
SCHEDULE
STRUCTURE
NUMBER
TOP
ELEV
INVERT ELEVATIONS
DESCRIPTION
LOCATION
SS-1
12.75
8.09 E
SAN.
SEWER
MANHOLE
1+50.44,
43.95 LT
SS-2
12.84
6.93 W; 6.83 E
SAN.
SEWER
MANHOLE
4+24.87,
0.28 LT
SS-3
14.6
5.81 W; 5.71 E
SAN.
SEWER
MANHOLE
7+28.86,
2.19 RT
SS-4
:16.25
4.67 W; 4.57 S
SAN.
SEWER
MANHOLE
10+38.18
SS-5
15.55
3.87 N; 3.77 S
SAN.
SEWER
MANHOLE
23+28.12
SS-6
13.20
3.09 N; 2.99 SW
SAN.
SEWER
MANHOLE
21 +24.12
SS-7
13.30
2.67 NE; 2.57 W
SAN.
SEWER
MANHOLE
20+51.21,
62.13 LT
LS-1
13.50
2.53 E
LIFT STATION
20+51.03,
74.92 LT
KEY
SILT FENCE
SPLIT R; „l. FENCE
FILL SLOPE- PLANT WITH
NATIVE VEGETATION (SEE
ENVIRONMENTAL PLAN- BIOTECH)
TOP OF BERM- 4' TO 5'
WIDE, FLAT TOP- STABILIZE
AND SOD OR MULCH FOR
PEDESTRIAN ACCESS.
NOTE:
1. ADJUST GRADING AROUND TREES TO BE
PRESERVED IN ORDER TO MINIMALLY IMPACT
EXISTING TREES.
2. EXISTING TREES TO BE REMOVED MAY BE
RELOCATED TO THE EAST PROPERTY LINE
BUFFER AREA.
NOTES:
*WETLAND PROTECTION PLAN*
a. SILT FENCE. MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION
EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR
TO CONSTRUCTION.
b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED.
c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED
100 FT. FROM WETLANDS.
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W. SCHwcE
FL REM NO. 47048
❑ JODAH B. BITiLE
FL R. NO. 57396
❑IM AM . STODDARD
7 REG. N0 7605
PROJECT NO.
04-060.
t�
O
O
1 1 53 X18.65 e N o
1 i80'0' 1
16" CMP
N.INV=15:51' I1
SEBASTIAN HIGHLANDS UNIT 13 S.INV=15.69' I N.INV CMP
5.66'
S.INV=15.92'
1
� 18.
18.16
GLADIOLA AVENUE R 1 a . 7 s 7�
0 17 84 18.1�0 ID r- 0
18.34
MATCH EXISTING ,i1$r35 8
PAVEMENT g 5 '! i22 18.5 ) 18.30
8.24 1 8.4 !/t
REGRADE SWALE _ 8.��,, CONST. PAVEMENT
ENTRANCE DESIGN PARAMETERS: I • # BUTT JOINT
CONST. 25 LF
ALL MECHANICAL GATE OPERATORS AND „
�r- nPr. KEYPADS SHALL BE SET BACK A MIN. 12 C.A.P. W/ M.E.S.-
I `��1.1J OF 30 FROM THE FACE OF CURB. INV.= 15.75 NE, 15.5 SW , i I IIUZ 12
MEDIAN CURB SHALL BE TYPE 'D' (6" CURB)
`" - ENTRY ROAD CURBING SHALL BE TYPE 'F'UJIN
I
1 = ti •'tr" L f� CURB AND GUTTER (6" HIGH CURB) SW-2 EXTEND I
>�� DRAINAGE DITCH
���� -TURN-AROUND AREA SHALL BE 20 WIDE 1 �
A/pay (SEE DIMENSION ON PLAN) CULVERT FLUCFCS I 1
r i _
KEY ACCESS SWITCH /BOX (KNOX) 510 0.01 AC. Lij
o i ✓ I-,� Y 4,f � ( 36' PIPE IS REQUIRED AT THE GATED ENTRANCE � i ( � � � i6„ CMP
WITH A BATTERY BACKUP. , I. N.INV=15.59' .
`s" ( S.INV=11 .9, ' - DRIVEWAY RADII SHALL BE 35 FT. MIN. EXTEND CULVERT I�- •21 S.INV=15.56'
1 ( - PEDESTRIAN ACCESS SHALL BE PERMITTED • I
1 I WITHOUT GATE CONTROL. CONST. INV. CEM f
SILT FENCE ® ENDWALLSAND-CEMENT
TOP OF BANK I CONST. BERM 2 FT -
I _ ABOVE C.L. OF LACONIAI
`1 1
LLJ I W DITCH
......_.
1
i
i t
i ,s
L }'
} 1
-----• W- .���c1_._ 1Q.�QRAINAGE MAiC�7ENANDE_..:__...�.::.-.�..-� ,w. �.. ---- -.. -__...._._ _._ .... 13_ _»..._..-.:.�...,._ ,•._..�,... »„_ ,,•-...,_.,
_
_�_._.
_. _. _� . _- _ _........ »�.�...,»._ T3 ..._.�EASEW�ENT_DEDICATED. TO.�CITY _ w,»_ _�C.�Y � � _ .....,.._. CFI, i�,� ....._ £___._,_.�... _ _ r . �- .. ,
tL' _ ....__.,.� ....... " . _ _. __,_._»,, - - - _ _ _ _ _. _ _: .. -- _, __ .... ........_ _ ., _ _... T£-_BENC MAR
_ _»»_ _....... _. _.__ . __.._.._... _ _..__ _._ -___. __......,......__..._ _ _, . _ _ _ _.. _fit ._..,.... _..._.....,.;..w ._.� _ ki 68 X3
1._ 1329.31 _ NE NE. F-7HE NE 1 4 ..__ _ _ _ii-.... .- - -- _ _- - -- -- __ _ _ _ __. _ __ _ _ ___ .� _ _......_ __., __.. _. _...._-� - _- _ ._ - _ _ _ _.8_ _._ __ ULVERT _-
/ OFF CM= 17.47
_»w
E.INV=1
' 1NV -12
3'-
I W49
8 FD
\-1 - - - - - - - - - - - - - - - -_ _:._. _.. _� " -� ., _ -t .� 0 ID I RELOCATE TELEPHONE
R AR,� I >a POLE LOT 2
-SAW-CUT ALONG EXIST.
,. B 5.8 1 ACR (TYP) EOP- TRUE/STRAIGHT LINE
� REMOVE ALL PAVEMENT, BASE
MATERIALS WEST OF LINE
10 9 I Z
ti ACR (TYP) \ \ \ $ it
V
16' 5 14\,13 11 A_A. ....... ... ..... ............ . .............. . . . . ...................
f MIN FFE = 17.50 MIN FE 17.94 { 16
IN FFE = 1 .9� MII4 FFE = 15.531 MIN FFE = 16.15� a MIN FF�'�= 16.15\ MIN FFE",= 16.32 MIN FFE 16.86\ MIN FF ,\= 17.35 10' LAND APE EASEME T---I I (STAB' 12A
WITH 010 u ��0 17.1
W 1 �� \ % J I 1 4CL I
O
o;
I-
W
o Z �
LL.
o M. a m
Y �
0 Wm v c a
dw 9 w
ocyi ~off
�ZUwp Vim€N
SZSazw
Z��r,�oo�wm�5
�IrW�Wo�ZW�<ki
Lou o ww
�a33w�-3LZind_
U _z
to 0
.I M
Q �
2 O
W a)
� rn
j 00 U O
C.1 z o
W � aj
O z oW
w
Zo>
? Q�NO0)
W � ' I LOTS 06 O o� rn
ZSTA. 10+56.90, 26.51 T M IAM 11 TYPE 9.0 Z z W
" „ Q TYPE D
k 22 LF 15 AD 766 LF 6 PV WM �•CONST. 6"X6 MJ TEE t82 LF 6 PVC WM r CURB CURB
U)
- t 6'�kAJG'y'-
_ Q i30
fin'.
W -jl - - - - - - - - _ - N - 1 STA. 12+43.01, 26.51' LT _
r1 1VM lVM 1 M 1VM 1YM 1 1 M 1YM lYM 1VM 1YM 1YM 1YM 1tlM 1VM 1VM FT c CONNECT TO EXISTING WATER MAIN
W
i � �° 'n , � I CONST. 6"x6" TAPPING SLEEVE W/6' GY
(n 15.85' TYPE 'D' 16.5 :r TEMP. JUMPER CONNECTION
14.9;: SS-3 DS 9 \ 1 ` 5
\ `L CU B ��,' KEY 16.78 j 1 1 8 CL __._..__...._._.�PLE POINT_t_...._
-305-LF-8�VC AWE 15.35 '�rO '�.� SS-4 0- J
SA" PAD , , 'f H.22 APPROXIMATE LOCATION.
W _
Z 0.90� € 0.40% t 0.60% EASEM NTH sAN 8'R F- -co 8
J 10' U rILITY 314 LF 15" ADS ..... ._.. DS 10 L•P• -� 0.33� 20
f � 15.65 Lo 3 � �` KEY 8'R � STA. 12+32.22
NOTES:
= EASE ENT - - _ - - - _, _ - 14.5 _ - - - - 15.44 ,N 16.15' PAD 16.5' 4 INTERSECTION W/ LOT 4 *WETLAND PROTECTION PLAN*
- 15.65 1 85 % 1 LACONIA C/L OF CONSTRUCTION Q. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION
12' CMP EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR
1 , I Ln - N.INV=15.35 TO CONSTRUCTION.
Q I \ \ N 5 PEDESTRIAN 1•"< 1 6 I S.INV=15.25' b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED.
I 1 10DRAINAGE 1s o5' ACCESS EASEMENT I 16' c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED
EASEMENT
TEMP. SAMPLE -.-:.w \ DEDIC 19 0,
16.41 100 FT. FROM WETLANDS.
POINT I _ - HIES
LOT 29 0 4. AT 1 :,; 15 5' CI I -' d 17.00' L
15.J91 \ ' Y INV= 5.46' 5 j J 9' 6 _. _._ -. -_ _.... -- - -
11 4+97.74, K E Y
19.24 RT t SILT FENCE
1 a6"x6" TEE AND
28 `VQ 3 =I 31 32' 33 I I (VALVE FIRE HYD MIN FFE - 17.91 I 4 R W RADE AND SOD SWALE SPLIT RAIL FENCE
p ASSE BLY I
® FH T BE 10' " I D DICA E 40 J /W (SEE TYPICAL SECTION AA
MIN FFE = 15.53 MIN FFE = 16.15 MIt FFE = 1�.15 I I MIN FFE = 16.31 MIN FFE =.W_16.86 MIN FFE 17.35 F I +12 I TO. CrIty I PER PLAT SHEET 12XOT 5 `
_... I w a.� 3 M (FRO OC ACR (TYP) I Q
°�+-12 I �, M � SAW -CUT ALONG EXIST.
ACR (TYP) I i F FILL SLOPE- PLANT WITH
1 I / . . . . . . NATIVE VEGETATION (EE
EOP- TRUE STRAIGHT LINE z •
Q REMOVE ALL PAVEMENT BASEAJ
I- ENVIRONMENTAL PLAN- BIOTECH)
---------- - - - - - - - - - - - - - k -- - - ------ --- --i I I I 131 0, "� MATERIALS WEST OF LINE z
i
16.94'C ~
; I 10' LANDSCAPE EASEMENT / 12 CMP W
j - I = N INV=15.10'
/ .._. '., ? / WITH OPAQUE BUFFER I z S.INV=15.1.0' --
- EASEM (PRIVAT� -- I cs N �- TOP OF BERM- 4' TO 5'
0 6'12 F- I z WIDE, FLAT TOP- STABILIZE
INSTALL SILT FENCE BY I ... I o 6 I l0 6. 8 z m - Q AND SOD OR MULCH FOR
HAND. PRIOR TO CONSTRUCTION I I l w PEDESTRIAN ACCESS.
�y -2 0 34 ( I 3 I MIN�FE = 1„7.12 I z i�.2 W c�
1 \ I +12 ( I zi
- NOTE.
\ „ Tract'B' I MIN. = 17.12 I p ACR (TYP) 3 I- z _ 1. ADJUST GRADING AROUND TREES TO BE
\ 4 PVC OUTFACE WITH MES I ".. " . I �, a I I II ¢ + _ 6.5 Q z �' z m
INV. EL. 10.2 N, 10.1 S Storm ater Management t� h N I 1 .q3 w o Q ° PRESERVED IN ORDER TO MINIMALLY IMPACT
Area I I i- I15. 'Cn
N 3 J N EXISTING TREES.
2.05;, A.0
F-I_ 12" CMP Q 2. EXISTING TREES TO BE REMOVED MAY BE
\ - 1 16 27' Xj' N.INv=15.o0' m RELOCATED TO THE EAST PROPERTY LINE
CONST. BERM ( - - 1&91F�� ADS- - - I SWAB. h - SANV=14.85'- . _......� _.._.. .._....:.__..
T EL. 14.0' wv=7.5' I i - I I puL.L o U) BUFFER AREA.
5
10' DRAINAGE ~( I I z
\s: <
\ \ CONS7. 26 L.F4 EASEMENT o� c9 6 NOIE:
212 ATCHED AREA FILL " I I t MIN FFE = 17.3b 1 A- A
_ PIC OWALL'ivm I F �� I I LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT
210 SLOPE PLANT WITH z 12
" N� TIVE VEGETATION WS INV. El.. 11.5N, { 35 _ 3 , I I w FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF
(CRT -A UPLAND BUFFER) 11.¢'S I 1 ( V -0 ` LAND8CAP EASEMENT I LOT 7 SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED
a > ON SHEETS 5,6,8,9 AND 11-13. S•_3-
LIMITS2b1= SITE :' \ I MIN FFE = 17.30 I 0. a_ i WITH OPAQUE BUFFER ++
1 ;GRADING & LAND BUFFER a. I X-2'
1 "`CONSERVATION ESMT �' :':':. RE VE,EXOTICS I 200 LF 8 PVC I `O - , , -, 1 EXIST. DRIVEWAY
214 cy 1 9 6 2.5• LETTERS
PP M NT W// AD IT101'AL SEWER ®0.34% 1
.. 213 NA VEGETATION I I M,. a ., I ! I 1 a t RELOCATE TELEPHONE NATURAL• 5 I M " 1 POLE CONSERVATION
NN AAf
C7 e - __. ..................__ 1.5• LETTERS Ra
+ 2
2 i I_ W ACR (TYP) 5.8 t� ;Oo`"'°"°MO,°`
CONST SPLIT RAIL
'
g- >€'g 84 Z I ( -. _'"' I ( -� € f - - _ NAl1YE M OR 1EAM TO N
/� mmmff ED WYM 7" POW.
,f 215 �L. 12.0 FENCE AT T.O.B. I i° "f• TY CALL �
-(� I .:.. \ I \ r oiTract D
- I I ACR (NP) I I I I 'F" �A. KWAT 0
N MIN FFE = 1.3
21 s LOT 8
6
€ KNOBLOC34 4• x 4• P/T LUMBER W/L
A u MIN FFE 16.3 I ? RIC217 17.3 5.89 5.75 yy
2'
Tract'E
\�O � UA \. ' \ � '� I 12 ,""� � 0 1530 I
1 �•r t
�1 Conservation F \ qNo t I < - 0 EMERGENCY 2 6, 32 30
(RECREATION & W ACCESS(3.30'A.C)ThAND LIMITS a�R 3 AccEss TRACT _ ,53 ' 15.64' L GRAPHIC SCALE
t XA q
\ ..o .� 5.89 1 ......... .... ----- ....... - -'- -- ----- ---
(0.44 A a; 218 ,14.90 7. I 40 0 20 40 80 160
\;�
CONSERVATION AREA SIGNS TO BE PLACED ALONG THE
o
EMT BOUNDARY TO CLEARLY wn-nn __L7 DEMARC�AIEN/'MEOBOUNDARIEES OFNSERVATION STHENNATURAL CONSERVATION AREA
PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY
MATC H LI N E SEE SHEET 9 ( IN FEET) NATURAL CONSERVATION SIGN
1 inch = 40 f N.T.S
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE
NUMBER
TOP
ELEV
INVERT ELEVATIONS
BOTTOM ELEV
DESCRIPTION
LOCATION
DS-1
12.80
8.8 (N)
8.30
MODIFIED MIAMI CURB INLET
20+09.87, 25.87' RT.
DS-4
12.60'
9.85 (NW,SW)
7.00
MODIFIED MIAMI CURB INLET
1 +1 1.72, 28.88' RT
DS-5
12.60
8.50 (W,S)
7.50
MODIFIED MIAMI CURB INLET
21 +31.91, 11.0- RT
DS-6
12.60
8.30 (N,E)
7.30
MODIFIED MIAMI CURB INLET
21 +31.91, 11.0- LT
DS-7
15.30
12.00 (W)
8.50',
MODIFIED MIAMI CURB INLET
23+13.62,11.0' RT
OS-8
15.30
7:98 (W,S), 11.97 (E)
6.80
MODIFIED MIAMI CURB INLET
23+13.62,11.0' LT
DS-9
14.30
8.25 (S)
7.25
MODIFIED MIAMI CURB INLET
7+57.42, 11.0' LT
DS-10
14.30
8.22 (N,S,W)
8.00
MODIFIED MIAMI CURB INLET
7+57.94, 11.0' RT
DS-11
12.60
9.10 (S)
8.10
MODIFIED MIAMI CURB INLET
4+37.88, 11.0' LT
DS-12
12.60
9.07 (N,E)
7.90
MODIFIED MIAMI CURB INLET
4+37.88, 11.0' RT
DS-13
12.60'
9.95 (W,SE)
7.00
MODIFIED MIAMI CURB INLET
STA. 1+30,23, 46.11' LT
DS-14
SEE DETAIL, SHEET 1 1 B
CONTROL STRUCTURE
-
DS-15
SEE DETAIL, SHEET 11 B
CONTROL STRUCTURE
-
DS-16
SEE DETAIL, SHEET 11 B
CONTROL STRUCTURE
-
DS-17
SEE DETAIL, SHEET 11B
CONTROL STRUCTURE
-
SEWER
T S RUCTURE
SCHEDULE
STRUCTURE
NUMBER
TOP
ELEV
INVERT
ELEVATIONS
DESCRIPTION
LOCATION
SS-1
12.75
8.09 , E
SAN.
SEWER
MANHOLE
1+50.44, 43.95 LT
SS-2
12.84
6.93
W; 6.83 E
SAN.
SEWER
MANHOLE
4+24.87, 0.28 LT
SS-3
14.6
5.81
W; 5.71' E
SAN. ',SEWER
MANHOLE
7+28.86, 2.19 RT
SS-4
16.25
4.67
W; 4.57 S
SAN.
SEWER
MANHOLE
10+38.18
SS-5
15.55
3.87
N; 3.77 S
SAN.
SEWER
MANHOLE
23+28.12
.SS-6
13.20
3.09
N; 2.99 SW
SAN.
SEWER
MANHOLE
21+24.12
SS-7
13.30
2.67
NE; 2.57 'W
SAN.
SEWER
MANHOLE
20+51.21, 62.13 LT
LS-1
13.50
2.53 E :
LIFT STATION
20+51.03, 74.92 LT
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ENGINEER CERIIFlCA110N
V- W. SCHULKE
FL REG. NO. 47048
❑ JODAH B. BITTLE
FL REG. NO. 57396
❑ N W P. STODDARD
FL E N 57605
�c. 4 2M
DA
SHQ T
,I U
I( PROJECT NO.
04-060
MATCHLINE SEE SHEET 8
G� 21+17.68, 7AW
1' RT 4 %W LOT 9
IFFE - 14.7 L\ �, . 6"t6 TEE.. AND i PE PLAT 12" CMP
S
17 18" °' � � N.INV=14.32 _ r•
VALVE RE HYD I V) z w p
=ryes •.r. ...: \ .` , .,. SEMBL TEMP MIN FFE = 14.5 5 1 J9� S.INV' 14.26'
CCNST."26 LF q» . 2 i `� BELLSOUTH / cti% N SAMPLE INT NO 4 I I II 33 I v
PVC CUTFAU_ WTIH °" UTILITY V e�, I 3. F}{--TO _---E 8' �' ( 5 ¢ c�� to
INV. EL 11.5 " 2 222 EASEMENT �"�°c OM BO 117 LF >�; o a c z o
A 1'1:4'S � ° o `L� 15" ADS I 5 0- can w
/Q
1 - -------.._-_...- _-----..._._ ._.........
, " ;�� �,��;, .���B RM EL 14 �' � <�. 15 5 z
.� W
`�--Tra�`� C `� �°` i� a 0 o
B RM EL. 1`3.5 tines " �I w Q N v
e � �
�' S :: -
C ,�. Recreation and U�lities�-� ��'• a - r �-- � s-7 13 3 / �' I SAW -CUT ALONG EXlsr
S?. \' s� L 033+33.2 cn c� w
J p 0 ; I EOP- TRUE/STRAIGHT LINE MODIFIEDa
s ?�,(0.13 AC. �h A2 39 Li
REMOVE ALL PAVEMENT, BASE90 L'' o
o a > o cn
V �� �s 12 , 23 STA. 1 ' c.i LIFT ST j I 15' UTILITY 4'0' EN01 j i I i 15. 0' MATERIALS WEST OF LINE
OO 7 8 . 5' LT 13.7 I I ? I o w o
S°• EASEMENT �, 14. 6' LOT .10 Y a a
ti �/ �� \ 224 , 4 90' $END ' �; > ST 20+63.74 59.12 R7T\ I
S , �� TOP OF FILL 13.12 � TELEPHONE cc N "�
\ 3 •cc
*-I)." SLOPE 18 LF 4 PVC �r g / 4 90' BEND I RELOCATE
,
:. LITY EA MENT ��' LF . >� I OLD POLE
_Y �
? STA 20+32.60, N
... • ' � 14. I 1L8"IL Z o
NS • ?�,ly Tract E2, 'fJ 8 LT R LIFT T N1 p, 4 PVC FM I
3S2os4 6°0, �� \ Conservation 0, B / \ MIN FFE = 14.5 I ( 2" CMP o
� �6 g° A 20+33.85, I N.INV=13.48' I w t°
�s° s��J-`(3.30 A.C) 9 LF 4' :. 12.9 5" 31' RT--..__. _.__ _ Z \
/ I I I' S INV 14 02' of d
O,O°- BERM EL 13.5 \ K %- 5 BEND I - ..... o o a oho
BERM EL 13.2 ' \ `° CONST. BERM z 74 '
sra 20+32.81, 2 19±97.9 2 FT ABOVE C.L. I w t �119 i W W
23.05 ,.LT' _ STA 1s+ 2. OF LACONIA'" : p I i �
�+i 58.45 LT J 11 ,-w 24.21 RT I ' ' 3J 0 .a`jj. ¢ cn
Tract l7 UPLAND BUFFER 29 LF " 45' . END � � .I
REMOVE EXOTIC 4,�45--BEN 4.,, ��, ��� 4" 45' BENb Q o 0 o cZi vvi o
RECREATION & SRWCD ACCESS SUPPLEMENT W/ ADDITIONAL ,�Q�1h w 4 EXIST. DRIVEWAY z
47 PLANT UPL�N w I LOT 11 Wo W
NATIVE VEGETA110N _. I " I _
NOTE: THE 10 YEAR FLOOD PLAIN ELEVATION (0.44 AC) v t� PVC FM SLOPE PER I 4 5.24
BIOTECH PLAN o z
' N K OF FEMA �.. LIMITS snE 22s
IS AT 8.5 IN SECTION GRADING & a `�ZCo�wm�N
WW< a 3�W
w W � �} oN
- CONSERVATION ESMT ` s 1 5 %� (I,
j '•`� 8��55� �t�' to affair°wo�a3
\ _1Lj
�awa=a~zzwo5
\ - 10' LAN
EASE ~
REMOVE EXOTICS ~ Q 3�wo�G����=
�_. . Z (n J Ci �wio�ww-a"
\ SUPPLEMENT / REPLANT \ \ 1 WITH OPAQUE BUFFER 1 � L w z = 0 Wo��WWa�cZW�a
PER BIOTECH PLAN \ 229 .. ' I _ _-.---' CL 3: m N 3 w a
SET-PPMIW; t j� Z
IR CAP �'D . .. BERM EL 13.2 �� 3 z o z
/ BERM EL 13.5 MIN F = 4. Iv ,M .E.S. - INV.=13.54' O J Q
( a c c ,:.
PLS 2391� o 114.7 r o wf. 0 N
•
� TOP OF Fl � �2 D 02 A I � � � � � w Q Z
\ `\ SLOPE .� I I If F M..S. INV. 13.52 Dcf) w LOT 12 O O
\ I 13.3 , W rn c�
\ \ LIMITS OF SITE l � 1 .5 ME 5. 0
\ 4\ _ GRADING & 23o I cn 1 �+ 12" CMP Q J
v ❑ •-
00 \ CONSERVATION ESMT T ' Z ; N.iNV=13.72' Q c
ti \ \ \ ;5 S.INV=13.60' Q c
\\ - TO EXST ,�9 �.i.:•;-,:.. `�� F � 9 ,� itt�9v 1 � a5 Q W OEr. N
\ \.. _ �.
z L- y
i I ,� � T 0
1 O L' o U c
v 232A t , SW-1 FILL SEBASTIAN HIGHLAN ¢ •-
.._ w
LF 4" PVC 1,5 1 14.4 AGRICULTURAL U IT 11 m Q
DITCH FLUCFCS ..
231A „ w
\ "'01 510 0.09 AC. PLAT BOOK 7, PAGE O Z Z w W
-tit" '<
CONST. 'SPLIT RAIL ,� a �2 I i SAW -CUT ALONG EXIST. Z o >
OT 13 Z E co
s-2- \ FENCE AT T.O.B. \ '� EDP- TRUE/STRAIGHT LINE `�) � N O
\ r� \ I REMOVE ALL PAVEMENT, BASE W N
2.5• LETTER , L I MATERIALS WEST OF LINE I Z p W o
NATURAL \ \ ; i 5ti a
CONSERVATION O
RELOCATE... TELEPHONE..... __.__.- -.__ _:.._._.._ ... _ _- L_-
1.5' LETTERS AREA w \ \ \r = 11 3 , POLE Q
OR 0VW MWOMCE ro1A• `h1k h : 9 B Q�1 +�� 1 �h?� Z04
NO CUMM
\ \ I ; I KEY • ti
�imSLNAME WU OR ti%
o
,HlHMTAT \ -,... ` -..I I ICI - w !14. I LIMITS OF Z a .�
Q I SILT FENCE � >
\ \ �vmLL.
\\ \ t I I I I 12 OVERLAY 72" CMP O b m
o n �- SPLIT RAIL FENCE W zt !I-
4' X 4' P/T LUMBER 1 1 its I y „ W' W LLI
I 1 LOT 14 N.INV=6.91' LOT 15 "' W
�i S.INV=6.95 12 CMP m J V > N
raC 1�2r j I I VS12.92' E.INV=11.82' w
41 ` I �4� 1k.1 12" CMP �g2 W.INV=11.965� W . . . . . O
\ FILL SLOPE- PLANT TH
\# 1 ' . \ E.INV=13.11' 36" CM �, 12" CMP v NATIVE VEGETATION (SEE V Z O
.. ..........
INV ADS INV.=9. INV.=11.50 V ENVIRONMENTAL PLAN- BIOTECH)
Conservation � I �I - o� i' -J � • a ti
� I 1 � .; '� I .� ,, 6 W.INV=12.'�5 INV.=12.41' g" ADS 12° CMP ��52 I
\ \ \ j I, 1� Q6 6 ..S. °c33� l$ g5 NV.=UNK OWN INV.=11.64 4.6 Z
hti EE 1 M �S. �- COERED�? _ N
v :r
V
CONSERVATION AREA 9GNS TO BE PLACED ALONG THE -
SERVATIA EASEMENT BOUNDARY O CLEARLY \ :€ 1 7 ' 1)' 0 A S `t� ��' r. L K'' -� h /� r ' ad
WETLAND/CON \ � �. DS-17 ���14.01 �' '.:::, :::. ;.. - °� r 73'��. T. *AT- SWAT TOP OF BERM 4 TO 5 rn � . � �
DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVA110N AREA
PLACE AT A MINIMUM OF 1 SIGN PER 100 FL ALONG BOUNDARY �\ /
t ?: 1 �,: � ._ :... AT _._ SAT
ESP / WIDE FLAT TOP- STABILIZE V, U
NATURAL CONSERVATION SIGN \ ti .__ _� _-E!? _ $} . t , � 1 .
%� � NT FD AND SOD OR MULCH FOR
N.Ts ,t, \ \ i I 14.15 > >� �° 9 , C V Lam_ 14.68 ,r�a�� - PEDESTRIAN ACCESS.
--
\ > a. 3 - - 50' R/W o
- `•'Q�, =;: -���9 V. 12.36• �a6 !NV 76• t ,.-•_1N�6_ AV=�63' >� �ppNC: ? ,•&I&�1346' NOTE:
/ \ \RCP 1��-.. �'- ____ 1 -y - �* 5bititg°��, ge--
>: '4 , ��- -14. 1 _. - 1. ADJUST GRADING AROUND TREES TO BE Z
14
�.
\ _._...._,.., t = ; \ may'..- - I (
sr e 1 54 �
GRAPHIC SCALE 1 �� g,��°�20� ' 'o° s ;STA. 1028+ , , E.s. MMEEs.~: -' 6 W PRESERVED 'IN ORDER TO MINIMALLY IMPACT C� J
'� S• t + 10.21 T NV13.34' INV=13.38' M i� :'< 16 ��6g
z
O� ��i RELCCATE TELEPHONE �4" 22.5 B ND Q CONST. PAVEMENT CMP 0 j .ICTC I �r EXISTING TREES:
40 0 20 4o Bo ISO \ O J �, N
9� 13. El1.13.53' s E.INVP11.10 2. EXISTING TREES TO BE REMOVED MAY BE ry p
•O POLE 9.8 A 4 MJGV,• f BUTT JOINT �Q• W. 66 ,
k.:� , ...; . ,
\ °rp `: CI ' 2"IUTO C V E.INV=13.6 ' 3 I I N.W.INV=13.55' I 12 cMP RELOCATED TO THE EAST PROPERTY LINE Q Q to
} I E.INV=14.04 W \ J :- SET PRM X 40' fi/w o ! I SEBASTIAN HIGHLANDS BUFFER AREA. Z
�\
(IN FEET) \ // §PER PLAT cn ~ BLOCK 364 I I UNIT II W.INV=14.10
0
CB - F--
c%T 1 inch = 40 !i~ _ I
�0 2' CMP TOP-13.71 ..
�j � N.E.INV=12.54'•-
ii't' ^ '� w o z cn o �n ✓` V-11.05' I. W
% /� LLI < Lb ' � L LOT 2 Lor 3 j SHEET 7 SHEET 8 Z
0$�°59 "a �T � PRM W \ r z I I CL >
11a �� �99//. W Q - o r I ► 136" cMP ,. < Z
III/CAP FD \� m R6" CMP I N.INV=9.08'
PLS #239 r -, \ N Z
ALL. w Q r N.INV=§ 00� f� S.INV=8.90 I a T
c~n f S.INV=812 30' DRAINAGE R/W
STA. 1029+10.40, 14• // fl9 ,\ ' Q
a 200' R/W 10.46' LT V p 93L a ..... 1 ..... - - - - - - I .........._
2' AUTOMATIC ARv \ 69 A + Q _. ,...... _ ._._..... _.� -
g _..,r,.... __.
00 --�_ - EET_9
_.. o H
14
\ W
> Z
--i10-� I
_.._ 1 I Tti �s �6a g1���,12. �8 X5.55 -- =_ -
cow �a
O \11oz yo9 - (� Z
psi
_._-. _
/ 4
j"
C�
10 . 1 , .�..I - U
`i - -.e- �- - - a s ,� // E LKCAM WATERWAYLa
/ SHEE
A
\ T 9 A -
' F
8 p 9
.. . I 3
STA 1025+60.95. / % �0a610 N ce
I_. \- _... - _ STA. 1028+46.89. 5 \ 110a
6 1?o Lr I - 10.21 LT 5�- ,�� CREEK
4 22.5• BEND _...-..-,...............:. .....l .......,...._.,,.,...........-.._......,.:_....._._................ 5 END ��/ �9 �9• Z
_.......... - - 4 22. S
4' MJGV 4-.MJGY_ �_-...... . , l� 17• ` Q
- -
I _• .._.a..,. ,.,._........._ __ _ m l/ SOU7N LINE iNE NOtM 112 OF' .S�C77ON 25-31-Jf3 I -
4 : , s7�€ c.tr v 1 rVrna 1/2 0� s 1r�v �s� _ _ - - -
-. »,,m
ff
I -
Id
s
CM FD SOUTHEAST CORNER OF I I
2 1... _ . - _... _-,,. . i / NO ID THE NORTHEAST 1/4 OF NOTES. SHEET 9 A
-_ I sECTION 2s 31 38 POINT WETLAND PROTECTION PLAN
I - -__ > _.N-- , _ _._I \ A�1�o F BEGINNING CENTERLINE i MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION
ao ,
a. SILT FENCE
0 __._ . _ s.,,,,... _ 3 \ // 30 ==�F EASEMENT & RIGHT OF WAY ENGINEER aRTIFlCA110N
3 „ ; I , a5. EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR
_ . _....... -- - s - ,� E 291 LI t \/ I w. scHwcE
DIRECTIONAL BOR
____._.. /\ TO CONSTRUCTION. REG. No. 47048
_ _.., , ? _ _ _. i . _ 4 HDPE, TOP PIPE SHAu_ BE // �6 I,
-2 ' I _- _ 13.0' BELOW CREEK BOTTOM 1T�n\ 5 b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED. ❑JODAH B. BITTIF
i \ FL REG 0. 57396
C. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED ET 9 A
_ -. _ \ NDs SHE I owlW P. DARD
_4 - O
I 291f'LF DIRECTIONAL BORE 4 FORCE MAIN 1OO FT. FROM WETLA
- 1 �� \ V ec, Fl. E N0. 60
J Q NOTE•
1� l ! a z EXCEPT --
D I R E C T I 0 N A L 0 R E P R 0 F I L E E N E AT N S 0 U T H P R O N G CREEK a LAcoNIA STREET MUST BE CONSTRUCTED IN ITs ENTIRETY, SCh
' FOR FINAL LIFT OF ASPHALT PRIOR TO COMMENCEMENT OF _ I DA
SCALE: 1 "=50' HORIZONTAL
--STA. 1025+60.95,\ v SUBDIVIS[ON IMPROVEMENTS. BALL LACONIA CONSTRUCTION IS DEPICTED
+1�� 120' LT , g ON SHEETS 5,6,8,8 AND 11-13. _ HEE
1 =10 VERTICAL 4 22.5' BEND -
' 4" MJGV I
SHEET LEGEND PROJECT No.
MATCHLINE SEE SHEET 9A
04-060
'
}
DRAINA
E STRUCTURE SCHEDULE
STRUCTURE
NUMBER
'TOP
ELEV
•INVERT ELEVATIONS �
BOTTOM ELLV
DESCRIPTION
LOCATION
DS-1
12.80
8.8 (N)
8.30
MODIFIED MIAMI CURB INLET
� 20+09.87, 25.87' RT.
I
I
DS-4
12.60'
9.85 (NW,SW)
0
MODIFIED MIAMI CURB INLET
1+11.72, 28.88' RT
DS-S
12.60
8.50 (W,S)
7,50
MODIFIED MIAMI CURB INLET
21+31.91, 11.0' RT
DS-6
12.60
8.30 (N,E)
7.30
MODIFIED MIAMI CURB INLET
21 +31.91, 11.0' LT
DS-7
15.30
12.00 (W)
8.50
MODIFIED MIAMI CURB .INLET;
23+13.62,11.0' RT
DS-8
15.30
7.98 (W,S), 11.97 (E)
6.80
MODIFIED MIAMI CURB INLET
� 23+13.62,11.0' LT
DS=9
14.30
8.25 (S)
7;25'
MODIFIED MIAMI CURB INLET
7+57.42,' 11.0' LT
DS-10
14.30
8.22 � (N,S,W)
8.00 '
MODIFIED MIAMI CURB INLET'
� 7+57.94, 1 1.0' RT
DS-11
12.60
9.10 (S)
' 8.10
MODIFIED MIAMI CURB INLET
4+37.88, 11.0' LT
DS-12
12.60
9.07 (N,E)
7.90
MODIFIED MIAMI CURB INLET
4+37.88, 11.0' RT
'DS-13
12.60'
9.95 (W,SE) .
7.00
MODIFIED MIAMI CURB INLET
I STA. 1+30.23, 46.11' LT
DS-14
SEE DETAIL, SHEET.. 1 1 B
CONTROL STRUCTURE
-
DS-15
SEE DETAIL, SHEET 11 B
CONTROL STRUCTURE
-
DS-16
SEE DETAIL, SHEET 1 1 B
CONTROL STRUCTURE
-
DS-17
SEE DETAIL, SHEET
' SEWER,
STRUCTURE SCHEDULE
STRUCTURE
NUMBER
TOP
ELEV
INVERT ELEVATIONS
DESCRIPTION
LOCATION
-
SS 1
12.75
8.09 E
SEWER MANHOLE
SAN. SE
1 +50.44 43.95 LT
SS-2
12.84
6.93 W; 6.83E
SAN.. SEWER, MANHOLE
4+24.87, 0.28 LT
SS-3
' 14.6
5.81 W; 5.71 E
SAN. SEWER MANHOLE
7+28.86, 2.19 RT
SS-.4
16.25
4.67 W; 4.57 S
SAN.. SEWER .MANHOLE
10+38.18
SS-5
15.55
3.87 N; 3.77 S
SAN. SEWER MANHOLE
23+28.12
SS-6
13.20
3.09 N; 2.99 SW
I
SAN. SEWER MANHOLE
21 +24.12
SS-7
13.30
2.67, NE; 2.57 W
SAN.. SEWER MANHOLE
20+51.21, 62.13 LT
LS-1
13.50
�� 2.53 E `
LIFT STATION
20+51.03, 74.92 LT
MNhRx Bales With 2 - 2" x 2- x 4'< ' EROSION CONTROL AND DEWATERING NOTES
Sidewalk-� stakes Per Bda E, � TEMP. oUTFALL wmi PERIMETER DIKES
SKIMMER (2 OR MORE) , tT 1. SEDIMENT BASINS AND TRAPS, , SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
a `' a• Pvc WITH so BENDS SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
low 0 x r� 1. CONST. FILTER FENCE
--(BE
- s , SEDIMENTATION CONTROL I .
AP Ditch FLOATING TURBIDITY (�2 CONST. TEMP SETTLEMENT BASIN BARRIER AT PERIMETER OF 36,,;, HAY BALES l I UPSLOPE LAND DISTURBANCE TAKES PLACE. :'
"- Ditch (FUTURE DRY RETENTION AREA) . . SITE AREA. FENCE MUST f StNV=:ttn3 OR SILT FENCE
CLWb do Gutter Curb dt (;utter - BARRIER STRUCTURE WITH B ADS BE INSTALLED BY HAND PRIOR 1-` , ----- .. i ' ; 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS Al THE TIME OF CONSTRUCTION AND
---
----w- DRAINAGE ,PIPE
._ ,,. To coNsrRucTioN I- I'. € - E CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER
w. - __ ._... ._ ._
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET - ` _ . ` -- -- - .•r-. - -- - - - - - - - --- _ __ __„ ... W - _- _"" _.- ; -. ` „-. --- - SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM F
I _ , _ _.•_ - _. _ _,.. _ LOWING OR FLOATING ON TO ADJACENT
_ __ _ I PROPERTIES.
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES - - `-• -` "'- „- -. _-_ - -'• - - -- ::-- - " -- --' - - - - - - - _ _ .
__ ..._. ,
....
_ ._ ; - , ,;, - _„ _ - - �` - - - ^ - 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL
I . .-.. i--...__....
- GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
- _ 1 I. .i _ _. i i_ - .. l._. „..... , � _ . . -.. _I iM .....,- ,- -1 I i __ .._ ...I ` ., __...
W. I t - „....„.......- -
IA--i.. ' s , DAYS. PERMANENT
t� qq I . , CONSTRUCTION ACCESS. DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 D
' I I 1 P 1 ( 3 1s I I ` ( CONST. GRAVEL/ROCK DRIVEWAY STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
-
�% - i 1 I .I I l ll. 1A00N��T TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF
_ _ i„. w J 1„ I L__ _, 1 IL, . - _ i L _ _I , - U I_ _ - 1 L _ _ L _. L - ! L - - I. L _,...,O* I
t
Sod - - t` _ .
___1 F .. �.'_4 _ L
2 w_.
«. - __ _,- -y I AL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE
- 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
-snt Bawler - -
� � _-,Z:_- �w Anchor Bales With 2 - 2• z 2" zP,�EAN overlap Ends -.--,sue.-.........„�.-.-,.....,.„�__..������ „ w„.�_ ill,
PERIMETER BERM -EL 13.So' - - � ";
Stakes Per Bale. �_ w -- �«, ,w-- ,„. „ - „ , _ « _ AT PERIMETER OF EACH LAKE%REiENTiON"`71REAS� , '„ I 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED
50' Max 50' Max - - "
.:,�: mow: �� _:- _�� «^UPON COMPLETION TO AVOID _
_.�._-. - DEVICES SHALL BE CORRECTED IMMEDIATELY.
p _ .'11;0,,'=, DIRECT RUN-OFF AND WASH -RUTS . -�= _•.,. a i� .
-li- ,= -
' < .sue,_.
_777-1 44490FlII Slope i I; �-° - . --.- -_-< ' , _ ...�... '_ _.,.....INTO LAKE RETENTION AREAS. CON . T. CT_'IEMP ��.� y�
.'- N µ-,A,,,, To 11 V ^,I ,, M�"�" •--`- - � - - . ----w .---�-,-- �. _DRAIN PIPS AS NEEDED To � �µ_, `TEMP• SWALE 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
```�, � ?� I' I. CONTROL DRAINAGE AND RUN-OFF .. EL, FLUME OR 'SLOPE DRAIN STRUCTURE.
Al.. ELEVATIONS ,FI. ` f '-_ _ r.- :,., - _ " _� TEMPORARY OR PERMANENT CHANNEL, i
um i . Z Via. tl- I TEMP. RAIN I:. INTO LAKE/RETENTION AREAS-.,, . __ - --..".... .,-.„.
TO BE USED AT SELECTED SITES WHERE THE �. „ TM -INTO Y ;: [j ,.I 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS
-- Sod Ditch Bott Inlet ,,. I1 \ k r � ' II I . PIPES lttr• 1 I I, , I 1 , 11 --- - E Median Ditch NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE , ...- ^- i r c �1- . I I I I, 1 TEMP. RETENTION AREA FOR THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT -
-10 T - - I \ £.� " �_„ 291 I =I I 4 I AT SEDIMENT LADEN WATER CANNOT ENTER
• TEMP. DRIVEWAY DRAINAGE
25 , 1I 2 ( !,i j ,,, I I ' THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
snt Barrier' I I i 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED PRECAUTIONS SHALL BE TAKEN
a -5b ax. - j y€ # } g
Ditch' q \ ti .. _ .. . L1` 1 L„ I _ 3 I ,
1 - " I- - , ENCROACHMENT,
,Cross Drain -•► -Flow -- _ ----- --- - DURING CONSTRUCTION.
## ._ .-. ,,
jI
-0. Bales TO But i € I ,`" I `
�'� CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT PUSS BlMEZ DUR
' ,. - �- ` _=Lp -- - 110. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE
-�v� Anchor Bales With 2 - 2" x 2" x 4
_ Stakes Per Bds. � `y_
50' Max 50' Max \ m ,- �- _ _=.._._.,. «_- .._-. i 1
. - - -- I 4. CONST. SITE PERIMETER INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE
Sod - ErHdwall �- snt earner PLAN GATING TURBIDITY �_ �-- -- BERM TO CONTAIN RUNOFF
------ �� e• Min BARRIER „ "�`-. ___7:-7 , -- I I I 6 ( I FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF
>, \ �� 4 -~~ ,���. ,, � O EXCAVATE LAKE -i I T t_ _ i s T EACH WORKING DAY.
.. , I ;
-Fill Slope e �p �T� g�T FENCE
t. DEWAiER 1 TEMP.
Its Of Conatru O SEI�IMEN'rr[i. CONTROL ___-w � , � „ _ INTO
BARRIER AT PERIMETER OF a,. 1 `, sETTELMENT BASIN I 1 1. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS PROVISIONS SHALL BE MADE TO
Lim Construction `` " 1. - _
t
e
ELEVATION , SITE AREA TOE of SLOPE * „ -_ ® `N,,a . , i` - ii MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A
DITCH INSTALLATIONS �, FENCE Mu BE INST11
To BE USED AT SELECTED SITES WHERE THE BY HAND PRIOR TO -, LAKE T I . -� 5 I PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
AT DRAINAGE STRUCTURES NATURAL GROUND SLOPES AWAY FROM THE TOE of SLOPE \ CONSTRUCTION. � 1 �\ I I
I___ I r. `�a \ 1. I . 1 SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
BARRIERS FOR FILL SLOPES , \ _ M \ i I \ \ I L - - _�, __' II I DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION
L. >
�.. /" - 4ti <,C N � -.-... _J I SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
__ __ ._
Woven Filter Fabric In Absence Of w� swr ww I j _. I
Established Grass (Approx. 12 x 12 J { �- <' "I` i _„ FM a Tza 4I I c`
( 7 �__ -- ,� �_ � �I it 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
Secure Edges By Entrenchlnq Md ( . ' r "..�,. I',,, � - r - )1. . � I I•-•
S
Extend Under Bags and Bales. Fabricry - ✓- --- \ - W STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED.
9 '`� F x; N _ I I € I I
Shall Meet The Requirements of \ �- +iS . _ "7 I i ' �' I j ' W ` 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM 'CONSTRUCTION SITES SHALL
Sand Bag section 985 Of The Standard - �_ " I \ tl•,,,�...-- \ T � � � � I � I ,-� - i i � L BE PROTECTED FROM SEDIMENT DEPOSITION
g Spedflcations Cost Of Fabric To Be � i , " ..� \ �' • A T ✓ I-
5 Min. Indudee In Contract Unit Price `•._ -,.•, \ FTC \ I I1 - j AND EROSION.
For Baled Hay or Straw, TNT--�. . . I `' . - 11 ., N �E �N�S % ,,, ,> _ . Ww. € - -�--� - {-�Z 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS.; 101, 102, AND 103
- , - , ` . I. , -_ - - -' OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
.. 04 < ___ ,� l 1 _ l � ; O
......... ......... .... ..-..■- ......
I 11 � I I I I � I
f / \�I J I ( U 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES.
lZ �Laa,e SoI Placed By Shovel And Lightly Loose Son Placed By Shovel And Lightly �'p \ I 3 I ` 'I 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE W Compacted Along The Upstream Edge IF Compacted Along The Upstream Edge Of Bales �; -_ GT , / , ( AVER QUALITY REQUIREMENTS.
Of Boles. . . r Al \ \ : % I
PLAN PLAN 11 -'' _- _ "��o-� � , I I II 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS
f ti _ __ - I I r EXPENSE.
Ran ` / C ` - "I, ,
Post .,.�,...... t .~�� ,,,,. r'` f�O S�.e �``ti..� . \�--.`":. .,.. a i F.. I i -1 1
( 9 f __ _ --¢- jl ,1 18. NO TURBID DISCHARGE. TURBIDITY READINGS' ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT
GRAPHIC SCALE_..._._ __ °��r r,� `�� I i ENGINEER.
__,_-_ _ -- n i I 19. DEWATERING ACTIVITIES:
T 1' Mtn. Recommen d 5' T 1' Mtn. Recommended `� -� � � +:N
MN#Hor Lower Bales with 2 - 2• x 2• x 4• stakes Per Bde Mahar Bdee with 2 - 2" x 2" x 4' stakes Per ede too 0 5o too zoo 400 'p ` �_. A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS.
Anchor Top Bales To Lower Bales with 2 - 2• x 2• x 4' stakes Per Bale. 1-a �_ -=. i j '> - SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL
TRANSFERABLE
ELEVATION ELEVATION
t a i II 8 PERMIT HURT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WiLL RESULT IN LESS
Application and Spacing: The use of Types I do n bale barriers should be limited to the
conditions outlined In Chart 1, Sheet 1 of 3• Index No. 102 -! ( 1N FEET } -` �--__ I THAN 300,000 GPD FOR 30 DAYS OR LESS.
TYPEII = ia0 - C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING
TYPE I 1 inch ft. \�- D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE
` I I�AT10N .Vif�FRol. PROJECT ENGINEER.
BARRIER FOR UNPAVED DITCHES tt 2 I j Q
Post Options: ExIS71NQh'tOADWAY \ 1 BARRIER AT PERIMETER OF
I I .� EDGE GF PAVEMENT ` \ ` �" ' ( I SITE AREA. FENCE MUST
Wood Mtn/0 BE INSTALLED BY HAND PRIOR 20. GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY
Wood 2• x 4" Optional Post Poaltl " I . I `- „I TO CONSTRUCTION.
Principle Post Position
Oak . x I I a (Co.ted 20• Toward Flow) I �. I
Filter Fabric In 01
Steel t.33 lba/Ft Mt 6' Max. ( -I I ` }"~� ( A. BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SiTE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED
ConformarHce with re I
I I GENERAL` -„NOTES � °'� " I
_ Sec. g85 FDOT Spec) > /T - - - - I' T UNTREATED DISCHARGE WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS. IF NONE EXISTS, THE RESULTS SHALL BE
o _ Filter Fabric PPROACH H • '`�._ ......• `�.. odsG VM aL ' Am T, €
7
1. A SOIL TRACKM PREYnfRON DnrE (SIPO) 94LLL BE CONSIRUCM IT... FE1R , a TAIL �z. �%?� AL" .d
BY AWIZR FOR _. i SUBMITTED TO THE FDEP INDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E.,
iD 1 , Silt Flow LENGTH UNSTAA � ARM DOr TTHEEPPRM TO PUB IC�ROADSSWHOM OFF5rrE TRACIONO I
of MUD COULD OOCUIL TRAFFHC K31A UNSTASIL® AREAS OF THE COHMUCT1ON rA �'� I I 3319 MAGUIRE BLVD. SUITE 232, ORL/,NDO, FL, 32803), WITH A LETTER NOTIFYING THE AGENCY THAT DEWATERING ACTIVITIES WiLL COMMENCE
PROTECT SHALL L K DIRECTED 1tHRU A sTw. BAMExs„ FLAOOINa oR arHETt - -
M 14 ■� P;l - POSITIVE MEANS SHALL K USED € IEo1 RED 1T0 uMrrAND OHNHEcr vEHRCLnAR I PURSUANT TO 62-621.300(2) F.A.C. AND THE SITE QUALIFIES FOR THE GENERIC PERMIT.
- 6 I EGRESS A� THE STPIX \ ! I ` B. THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SiTE ACTIVITY WHICH DISCHARGES BY A
I I z THE CONKING ACTOR MAY Nif.PRbE" ALTTWL,ST TERrYnE 7o MWWME APPROVED OTaBY `£ � ' I a POINT SOURCE TO SURFACE WATERS CF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE
SECTION TRACKING of sEDIYEAT. THE ALSRdUTttE. MUST K REVIEREO AND APHMtOVFD er
ELEVATION 50, STD. THE 1019IM f PRIOR To rrS US:- - I I I PARAMETERS LISTED IN TABLE 1 DO NDT EXCEED ANY OF THE LISTED SCREEING VALUES.
`" W ' ALL Wi°"a"""EA 0R0PNET 011 ""� ONTO M1E D ROAos i"L1JOR, : I I C. MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED BEFORE THE
Note- Stlt Fence to be paid for under the contract unit price for Staked Snt Fence (LF). THE arPD AoaaEwTE AND caNsrHvcTtD+N MUD) SHut K IIEIIOVED DAILY, OR,
MGIa FREGUDRLT F w DDILCTDI n THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY 30 DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX {6)
TYPE SILT FENCE - 3 CONSTRUCT PAVED TURNOUT i °fd'"@' I I r
N ram, r N (INDEX NO 515). MAY BE 4. AMMTO SHALL K AS DESCRIKD M'SECIM S01 E MLLIMM sD1-LIL I I. I ' { )
I,. d=D D IF AP�iROVEID AOptEWTEs SHALL K FDOT SM /H, IF THIS SCM Is MDT AVAIASE THE M7 / \ Tr-mt'E° , ' ' 1 MONTHS FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT. SAMPLES TAKEN IN COMPLIANCE
- t � AVAMBIE SYAIiFA Sa AOORETY`. W.Y BE SUBSnnlTED WITH THE APPROVAL OF - .
•,s, +� i - F 2 �. rr I If BY THE ENGINEER. I I i¢ OXESSvE � TE WILL TRACK S 'T Y?t 1t1I1 '; WITH THE PROVISIONS OF THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE
- � a THE SEDNENT PIT SHOULD PROVIDE A ISTomoN VOLLW OF 3400 wSo O % I EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS LISTED ON TABLE 1.
e► X *z + 'A ' - ` 9 R I � G� I Igl'
_ X �„ FEET/ACTHE aF SURFACE ARG DR E rOL D THE IT WHEN THE STD IS ISOA - -=
�'� I FR01� OTHER DRAINAGE AREAS. THE FOl1Dw'IND Rr VOLUMES WILL SATISFY THIS T p I ; p -
I_ r ' I �� SAt Flow F 9 REp1/�"EIn' 1Ir.e0'"101) 11 SD•,mo'.soo e
I I I .o J
T
i ., ® ' ' - I I I o As AN o"m To THE Smvm Mr, VW WIDTH or rA swmz BOTTOM cw NE I �O ,\ 11...I` '"`
M NCRFASED TO OBTAIN THE VOLUME. WHEN THE SMWDNT PR OR SWALE VOLUME iF-
- ) , I HAS BEEN REDUCED To ONE HALF. IT SHALL K CLEANED. M1HDN A SWALI D a �!�/'� -`` I � �I
- :• ^ i USED, MAY HIES OR SILT FENCE SHALL K PIAC♦D ALDNO THE DRfRE LExGM.I ,� 0 C� I
ORA"N9 THE
ry w_ - 7n r , , _ ^^^-� - - - - - - -••••. • - - - - - - �^ ^^- SLOPE TO DRAIN - - - - - - - - r - ~ MTHE wwM�aRAD "E u THE arPD Apia To T11[FIA�M MIIIWY AND A sill � L Vt�9
Note Spacing for T e «�- Fence to be In ll
yp 7. MTTTIOM DID SEOPON ARE MDT RORIRaD WHEN THE SIDFDRAM ►R[ SATTSM
Type --� Slit Fence Protection accordance with Chart -, Sheet 1 of 3 BERM i Tt$ TUAR ia+E RENRRREIIDnS \\\ - CrJ,
Around Ditch Bottom Inlets. and ditch Installations at drainage PIPE To I' s. THE SM SHALL K MAINTAINED RN A CONDITION THAT wLL ALLON R TO POBLIeI l`'\ 9
SETTLEMENT ITS FTImcnoN. To PREVENT OFF= .TRACFA'a THE TYPO SHALL K RINSED (DALY �,
structures Sheet 2 Of 3. SWALE BASINL - wHUN M To MovE ACCUKRATTD 0 � DPA'NWARD THRU THE STOHL 1 � -11 \ I
Type --- A I I ADaraNAL fs ASLaATON of THE vDil^..ULAR RarrE LEADING ro THE srPD wr K t:. '/j W -
Silt Fence - REONRRD TO UWT THE MUD TRAaQD. 1 ,
Do not deploy In o manner that slit fences will act as a dam across permanent flowing c
i W
watercourses. Silt fences are to be used at upland locations and turbidity barriers - - - - - I B. A BTPD SHALL K PAID FOR uNDIR THE CONTRALT UNIT PRISE fDR °OIL TRACIaNO 1 \ 1, �'p
P Y - `. - In PREVDITION DEVICE EA. THE UNti PIGCi SHALL CONSIT111iE FIR) COMPONSfAION
used at permanent bodies of water. I B I aLsroRA AH/AOIiDUN��RER UA1 oRMAR,SINo u.L \ \ C0
TO DICAVATION, SRADHM% TE'YPORARY PRE (IHCIAAINO MES wM TEONRFDL ` \ Q SILT FENCE APPLICATIONS I I FILTER FABRIC, AOOItEOATE, PAVED TURHO T (INauoea ASPHALT AND BASE \
APPROACH LENGTH REyDv� u�m DISPCH `S NAVE T&V0. NO aFAI ENTND aT TiV M \ t^ @ Z/
EROSION CONT9
ROL NOTES AS REQUIRED j� �! ',y1
E.? ,¢ jljL'- ,s�'f )� i rt�° CLEANING OF MLIC ROADS, GRASSING AND SOD. MAY 41ES fF1ALL K PAD FCR \ €
UNDER THE CONTRACT U IT PRICE FOR MAY OR STRAW BALED, EA. SILT FENCE l\
r[���± _�y ( p p �tT� ,}j SLV. AIN. K PAID FOR UNDO THE CONTRACT UNIT PRCE F'DII STAKED SILT ►DINE 1 1
L tl L., . 1 ` � � � I N TES E PA R I iwi.�,.+N� 1a THE NOMINAL UM I N A STANDARD SM Is 1IP R B7 WLM OntEPWISE ' , t
L .n'`.:�,' �; � A SI " IN THE PLANS. IF THE VOLUM Of ENTM MO AM T 111,1G VEHICLES \ � t ..
- All turbidity, erosion, and sedimentation controls shall be in accordance with Best °' t�l� l: I L�;"t� ApPRC}V�D WARRANT, A SD• WIDTH SM MAY K USED F APPROVED In' THE DIWNEDL WHEN
Management Practices' as described in the Florida Land Development Manual: A TER FABRIC ' ,r R wHOTx (301 srro b 03iD THE PAY QUANTITY SWILL K 2 FDIe rACN
Guide to Sound Land and Water Management. 4• MIN• TYPE D-1, INDEX No. 109 E � ('� t 4 F.,..OI-
- Reference F.D.O.T. Index #102. TRANSITION DETAIL .4. ,.ry
AGGREGATE COVER PER 5' 'I 3'
_ - ■ , INDEX NO. 205
EROSION CONTROL DETAILS N � 25-LETTER
N T S A(;cRIGATE • �_ STATE OF FLORIDA DEPARTMENT OF TRANSPORTAT ON
t I FILTER FABRIC I ON ERVATiON
NA RAL
NOTES: ' ' •. SnPE 70 -`- 0.;� MRL�
*WETLAND PROTECTION PLAN* COWACTED BACKMn EXISTING OR T'EMPORARY SOIL TRACKING PREVENTION DEVICE 1.5• LETTERS AREA
SILT FENCE MUST BE INSTALLED BY HAND ALONG SUR D N N FILTER
FABRIC -r SIDEDRAIN PIPE TYPE A 00 I�-�A€N
a. VEYE CO SERVATIO
EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR
SECTION A -A
RURAL CONNECTION
TO CONSTRUCTION.
BASED ON FLOW AND GRADF_ D
DETAIL
b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED.
106 .
c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED
Total area of the site: 18.40 Acres
100 FT. FROM WETLANDS.
Total area of the site to be disturbed: 17.35 Acres
Existing data describing the soil or quality of any stormwater discharge:
A site plan must be developed and must contain, at a minimum, the following
See sheet 2 and 4
All sediment basins to be implemented for areas that will disturb 10 or more
information:
Drainage area size for each discharge point:
acres at one time. The sediment basins (or an equivalent alternative) should
1. Drainage patterns,- See Survey
Entire Site = 18.4 Acres
be able to provide 3,600 cubic feet of storage for each acre drained.
2. Approximate slopes after major grading activities, -See sheet 4.
3. Areas of soil disturbance, See sheet 4, and this sheet.
Latitude and longitude of each discharge point receiving water or MS4 for each
Not required, less than 10 acres. However, providing:
4. Outline all areas that are not
n disturbed -N/A.
discharge point:
1. An exist. ditch on the north property line with 65,910 of storage with hay bales.
,
l d
5. Location of all major structural and non-structural controls, -This sheet.
Latitude = 27'45'35"
2. Upon completion of lake 1, will exceed 3600 cf/acre capacity
6. The location of expected stabilization practices, -This sheet.
Longitude = 80'29'56"
as a temp. sediment basin.
7. Wetlands and surface waters, -Sheet 4, and this sheet.
Best Management Practices (BMPs) and measures that will be implemented at the
8. Locations where stormwater may discharge to a surface water or MS4.
construction site and time frames in which the controls will be implemented:
Permanent stormwater management controls such as, detention or retention
- See sheet 4 and this sheet.
The contractor will use Hay Bales, Silt Fence, Filter
systems or vegetated swales.
Describe the nature of the construction activity:
Barriers, and other BMPs. See detail to left.
-Wet detention and dry retention systems incorporated as permanent BMP
Construction, land clearing and earthwork for commercial subdivision.
Time Frames:
for water quality control.
Describe the intended sequence of major soil disturbing activities:
1. Place silt fence at perimeter prior to clearing.
Describe in detail controls for the follwing potential pollutants,
(DInstallsilt fence around perimeter of site. Clear land. Construct temp.
2. Place floating turbidity barriers at end of prop. driveway culvert
Waste disposal:
-On site waste will be containerized.
6" containment berm on perimeter
and at each side of discharge pipe.
2O. Const. temp settlement basin with 8 " ADS drainage
3. Grade and stabilize perimeter berm at on -set of earth work.
overflow pipe with
4. Stabilize and sod each lake as completed.
Offsite vehicle tracking:
skimmer from retention area to the existing ditch on the north property line
-Provide hard surface at temp. driveway (coquina).
Sod swale banks of retention area.
Temporary and permanent stabilization practices:
-Regular maintence of adjacent road right of way, including
3O Excavate lake, dewater into tem settlement basin.
P
-Temp.-hay bales/slit fences/floating turbidity barriers per plan.
street sweeping, rut repair in non -paved areas.
Sod .lake banks of lake.
-Perm.-seeded/mulched,sod. controlled grading and drainage to detention basins.
P
O Const. site perimeter berm to contain runoff.
Structural controls to be implemented to divert stormwater
Application rates of all fertilizers, herbicides and pesticides:
1st step while excavating lake in a
flow from recieving waters:
-None proposed.
-
Sod swale banks of Laconia A.
After lake is excavated, banks are
-Temp. discharge ditch w/ hay bales I
-Temp. drains to lake and retention
Storage, application, generation and migration of all toxic substances:
stabilized and sodded,
ponds
-None proposed.
water is clear and free of turbidity, install perimeter
outfalls.
-Temp, berms at lake perimeter -
-Permanent berming at site perimeter.
Description of the maintenance plan for all structural and non-structural controls.
-Permanent ion swales.
-Contractor shall inspect and maintain all controls daily.
_
lakerete
-Permanent lake
shall inspect periodically. (monthly, min.
-Engineer P P Y• ( Y )
OR OVER ONTOMANOE TO
IA1VF SOLE OR VEO:TAVO
3mm KYOND THS POP!
CALL VE Sr.. AIM
fFOV1AROT SMAT DII/G
Rp fV�BfTAi
W Na
4' X 4• P/T LUMBER
CONSERVATION AREA SIGNS TO BE PLACED ALONG THE
WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY
DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA
PLACE AT A MINIMUM OF 1 SIGN PER IDD Fi_ Al nNr. RTY Mn1TTV
__
Parameter -
SCREENING VALUES FOR
DISCHARGE INTO _
Fresh Waters I Coastal Waters
Total OrganicC arbon (TOC) .
10.0 mg/1
10.0mg/1
pH, standard units
6.0-8.5
6.5-8.5
Total Recoverable Mercury -,
Total Recoverable
0.01 2 11 ,u9/1
9 3 Pg/1
0.02g,/i
9.3 Pg/1
"Cadmium _
Total Recoverable Copper
2.9 }�g/1
2.9 Ng/1
Total Recoverable Lead
0.03 mg/1
5.6 mg/1
Total Recoverable Zinc
86.0 dug/1
86.0 Ng/1
Total Recoverable Chromium (Hex.)
-
11.0 Ng/O
50.0 Ng/O
__ --_-- ------ -
-.
Benzene
-�' p 1�9/1
1.0 N9/1
Naphthalene
100.0 Aug/1
„ 100.0 Ng/1 -
D. IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT
AUTHORIZED BY THIS PERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND
EXPLANATION FOR THE HIGH READING MUST BE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION.
E. IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE
INDIVIDUAL WASTERWATER PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF DISCHARGE. THE ENGINEER OF
RECORD MUST BE NOTIFIED IF THIS OCCURS.
GRADE TEMP. SWALES
TO PIPES
NO. ROCK "Sump"
-'
'NO. 57 ROCK "SUMP"
AT END OF PIPE
PIPE DRAIN
QUIRED.
TEMP. DRAIN PiPE
INVERT OF PIPE
• I BELOW WATER LEVEL
SECTION A
1. LAKE DETAIL LAKE CONSTRUCTION
TEMPORARY EROSION CONTROL
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