HomeMy WebLinkAboutSWPPP51
5 ''STA: 10+5' {3.82' LT) STA: 11+06 (33.91' LTA
111`GINillrT FENCE BEGIN SILT FENC 1j,
(NSTALL 42 L.F. ,
INSTALL 80 L.F.
4 INSTALL._ SILT FENCE
1.1 PER FDOT INDEX #1 Q2
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11 0 x,10 _.
3
5 STA: 09+99 (26.80' L'i) r� 1 1+UOr
_.
BEGIN SILT FENCE I 00
11
V_
CO 0
BEGIN SILT FENCE 11
INSTALL 62 L.F.
STA: 19+67 (31.78' LT)
END SILT FENCE
1" 5 STA: 18+11 (23.24' LT
,,, 1 BEGIN SILT FENCE
STA: 17+62 (23.36' LT)
END SILT FENCE
STA: 16+67 (23.92' LT)
SEDIMENT CONTROL
PER FDOT
STA: 16+50 (22.92' LT)
BEGIN SILT FENCE
rn
N
WASHINGTON STREET & INDIAN RIVER DRIVE
17' MIN
NOTES'. STAKE (TYP.)
1 ACTUAL LAYOUT I TYP. BALE STRAW
DETERMINED IN THE ( )
FIELD W
2. THE CONCRETE w
WASHOUT SIGN F —
SHALLBEINSTALLED >
WITHIN 30' OF THE _ _ 10 MIL PLASTIC LINING
TEMPORARY
CONCRETE
WASHOUT FACILITY
/ \ CONCRETE AND STUCCO WASTE MANAGEMENT
11 SCALE: N.T.S.
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT, ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
VOODFRAMI
3BRACE
DROP
WITH
ME
VIEW OF FRAME WITHOUT VIEW OF FRAME WITH
SILT FENCE SILT FENCE
SILT FENCE INLET PROTECTION — N.T.S.
SILT FENCE INLET PROTECTION
11 SCALE: N.T.S.
NO DATE BY
1 10/18/12 LG/MS
REVISIONS
DESCRIPTION
OFFICE QA/QC
GATHER
EXCESS
AT CORNERS
LOOPS SIZED FOR 1"
REBAR. LIFT FILTER BAG �
FROM INLET USING
REBAR FOR HANDLES.
BRIGHTLY COLORED
NYLON ROPE,
EXPANSION RESISTANT.
LOOPS SIZED FOR 1"
REBAR. USE REBAR FOR
A HANDLE TO EMDTV
FILTER SACK AT
SEDIMENT COLLEC'
LOCATION.
INLET
GRATE
O OVERFLOW HOLES
(OPTIONAL)
GEOTEXTILE
BAG
2 X 2 X3/a
RUBBER BLOCK (TYP.j
=D
LTER SACKS FOR
,ATED INLETS AND
STABILIZED
r)Afl1A/AYS N T S
SEDIMENT CONTROL DET FOR STOCKPILING
1 OF ERODIBLE MATERIAL
11 SCALE: N.T.S.
T_
STA: 10+55 (40.23' LT) 5 STA: 11+91 (40.16 LT)"
BEGIN SILT FENCE 11 END SILT FENCE STA: 14+45 (40.24'LT) — — — — — SILT FENCE
END SILT FENCE
STA: 12+14 (40.15' LT) 5 ice; '///////// BAG PROTECTION
BEGIN SILT FENCE 11 a
5 STA: 5+42 37.27' LT) I
11 BEGIN SILT FENCE II 1 ` i NEW BOX STRUCTURES
i
�❑ ❑ ❑ NEW BAFFLE BOX
11+00 12+00 13+00 14+00 15+00 16+ x6"33, SHALLOW DRAINAGE AREA
,+
CLE AD STREET LO I
I
5 STA: 14+90 (40.10' LT) STA: 4+73 (33.27' LT)F- I !
11 BEGIN SILT FENCE END SILT FENCE
ROCK BAG
POLY WHATTLE _ 1
OR GEOHAY
ABLEI
I ROCK BAG �
1 INLET DETAILS
11 SCALE: N.T.S.
r -a
STA: 10+47 (32.34' LT) + ;&
END SILT FENCE o = I �'�
i STA: 10+47 (13.49' LT)
I EN5 SILT FENCE
t
5 STA: 9+74 (32.42' LT) o _ STA: 9+79 (16.15' LT) 5
11 BEGIN SILT FENCE I o I, BEGIN SILT FENCE 11
STA: 9+60 (17.67' LT)
STA: 9+63 (33.00' LT) END SILT FENCE
_11111END SILT FENCE i k j
1 I
i
-`� INSTALL FENCE PROTECTION 3 o zs 1
5 STA: 9+32 (34.00' LT) �I I PER FDOT INDEX #102 11
11 BEGIN SILT FENCE I I
STA: 9+09 (32.28' LT) C, IN FEET)
END SILT FENCE ®� STA: 9+35 (16.80 LT) 5 1 inch = 50 ft.
6, BEGIN SILT FENCE 11
I
STA: 9+03 (17.25' LT)
" END SILT FENCE
5 STA: 8+37 (31.92' LT) - L,
11 BEGIN SILT FENCE
I STA: 8+41 (19.43 LT) ��
I BEGIN SILT FENCE 11
STA: 8+28 (31.95' LT) STA: 8+20 (17.57 LT)
END SILT FENCE T o END SILT FENCE
STA: 6+98 (36.29' LT)
SILT FENCE BREAK I
I
I ,{
STA: 6+84 (18.35 LT) %5�
O I BEGIN SILT FENCE 11
� I
3 INSTALL FENCE PROTECTION.,
11 PER FDOT INDEX #102
I
LEGEND
uKi
�
POST OPTIONS:
PRINCIPLE POST
WOOD 222' MIN. 0 POSITION (CANTED 20°
WOOD 2" X 4" OPTIONAL POST 40-
OAK
TOWARD FLOW)
POSITIONS
12"X 1 2"UFILTER FABRIC
STEEL 1.33 LBS/FT. MIN. _I ~
6' MAX. FILTER FABRIC (IN W /
CONFORMANCE WITH >
SEC. 985 FDOT SPEC.)
w
0 �„
0 "
0 z
Cl) � SILT FLOW
ELEVATION SECTION
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT
PRICE FOR STAKED SILT FENCE (LF).
TYPE III SILT FENCE
NOTES FOR SILT FENCES:
1. TYPE III SILT FENCES TO BE USED AT MOST LOCATIONS.
WHERE USED IN DITCHES, THE SPACING FOR TYPE III SILT FENCE
SHALL BE IN ACCORDANCE WITH CHART 1, SHEET 1, PER FDOT INDEX
102.
2. TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT
LOADS ARE ANTICIPATED
SILT FENCE
11 SCALE: N.T.S.
DRAWING INFORMATION
FILENAME: PRESIDENT STREETS
SCALE: 1"=50'
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION T
PRQPEfjTIES
TEST METHOD
UNITS
I GRAB TENSILE STRENGTH
ASTM D-4632
300 LBS,
I GRAB TENSILE ELONGATION
ASTM D-4632
20% 2A: POLY WHATTLES OR GEOHAY
I PUNCTURE
ASTM D-4833
120 LBS
I MULLEN BURST
ASTM D-4533
120 LBS CURB INLET FILTER
I TRAPEZOID TEAR
ASTM D-3788
800 PSI
UV RESrSTANCE
ASTM D-4355
80%
APPARENT OPENING SIZE
ASTM D-4751
40 US SIEVE
I FLOW RATE
ASTM D-4491
40 GAL/MIN/SQFT
PERMITTIVITY
ASTM D-4491
0.55 SEC. -1
MODERATE IGH FLOW GE�TT�S�
OD SPECIFICAUNOITSABLEPROPI
RTOS
METH
GRAB TENSILE STRENGTH
ASTM D-4632
265 LBS
GRAB TENSILE ELONGATION
ASTM D-4632
20% I
I PUNCTURE
ASTM D-4833
135 LBS I
I MULLEN BURST
ASTM D-3788
420 PSI
TRAPFZ DTEAR
ASTM D-4533
45 LBS
UV R �I TANCE
ASTM D-4355
90%
I APPARENT OPENING SIZE
ASTM D-4751
20 US SIEVE I ROCK BAGS
I FLOW RATE
ASTM D-4491
200 GAL/MIN/SQFT]
I PERMITTIVITY
ASTM D-4491
1.5 SEC. -1 I
2B: SOCK—PIPE OR ROCK BAG INLET FILTER
1 INLET DETAILS
11 SCALE: N.T.S.
r -a
STA: 10+47 (32.34' LT) + ;&
END SILT FENCE o = I �'�
i STA: 10+47 (13.49' LT)
I EN5 SILT FENCE
t
5 STA: 9+74 (32.42' LT) o _ STA: 9+79 (16.15' LT) 5
11 BEGIN SILT FENCE I o I, BEGIN SILT FENCE 11
STA: 9+60 (17.67' LT)
STA: 9+63 (33.00' LT) END SILT FENCE
_11111END SILT FENCE i k j
1 I
i
-`� INSTALL FENCE PROTECTION 3 o zs 1
5 STA: 9+32 (34.00' LT) �I I PER FDOT INDEX #102 11
11 BEGIN SILT FENCE I I
STA: 9+09 (32.28' LT) C, IN FEET)
END SILT FENCE ®� STA: 9+35 (16.80 LT) 5 1 inch = 50 ft.
6, BEGIN SILT FENCE 11
I
STA: 9+03 (17.25' LT)
" END SILT FENCE
5 STA: 8+37 (31.92' LT) - L,
11 BEGIN SILT FENCE
I STA: 8+41 (19.43 LT) ��
I BEGIN SILT FENCE 11
STA: 8+28 (31.95' LT) STA: 8+20 (17.57 LT)
END SILT FENCE T o END SILT FENCE
STA: 6+98 (36.29' LT)
SILT FENCE BREAK I
I
I ,{
STA: 6+84 (18.35 LT) %5�
O I BEGIN SILT FENCE 11
� I
3 INSTALL FENCE PROTECTION.,
11 PER FDOT INDEX #102
I
LEGEND
uKi
�
POST OPTIONS:
PRINCIPLE POST
WOOD 222' MIN. 0 POSITION (CANTED 20°
WOOD 2" X 4" OPTIONAL POST 40-
OAK
TOWARD FLOW)
POSITIONS
12"X 1 2"UFILTER FABRIC
STEEL 1.33 LBS/FT. MIN. _I ~
6' MAX. FILTER FABRIC (IN W /
CONFORMANCE WITH >
SEC. 985 FDOT SPEC.)
w
0 �„
0 "
0 z
Cl) � SILT FLOW
ELEVATION SECTION
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT
PRICE FOR STAKED SILT FENCE (LF).
TYPE III SILT FENCE
NOTES FOR SILT FENCES:
1. TYPE III SILT FENCES TO BE USED AT MOST LOCATIONS.
WHERE USED IN DITCHES, THE SPACING FOR TYPE III SILT FENCE
SHALL BE IN ACCORDANCE WITH CHART 1, SHEET 1, PER FDOT INDEX
102.
2. TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT
LOADS ARE ANTICIPATED
SILT FENCE
11 SCALE: N.T.S.
DRAWING INFORMATION
FILENAME: PRESIDENT STREETS
SCALE: 1"=50'
SURVEYED BY:
DSGN: FTW DATE:
05/02/2011
DRWN: MDS/LGMDATE:
11/21/2013
CHKD: FTW DATE:
11/21/2013
QA/QC: FTW DATE:
11/21/2013
14L NEEL-SCHAFFER
® SOLUTIONS YOU CAN BUILD UPON
2925B 20th Street, Vero Beach,
Florida 32960 PH: (772) 770-4707
FAX: (772) 770-4640 CA00008556
FDOT Index #102
I STA: 4+48 (12.31' LT)
! END SILT FENCE
�„ II
INSTALL FENCE PROTECTION
(_3
3
11 PER FDOT INDEX #102 I �;
F.
CD 4"_� !
I + t
M
L , I
i
_ STA: 2+08 (21.62' LT) 5
5 STA: 2+10 (30.04' LT) BEGIN SILT FENCE 11
11 END SILT FENCE
1 i
z
o STA: 1+53(39.93' LT) 2
k _. .--
INSTALL INLET
----- —
. . ....... . ......... . .
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SWPPP - STORM WATER POLLUTION PREVENTION PLAN
PRESIDENTIAL STREET IMPROVEMENTS
SEBASTIAN, FLORIDA
XGENS '�^o✓��'�
NO. 6673 m —
r�, STATE OF ;Q'�.
0 F '
�r IIIG
FRANKT. WAT ABE, P.E./,1%1//
/
FL. REG. NO. 66735 y� / r
WORKING NUMBER:
NS.08024.017
SHEET NUMBER:
09