|
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<br />E
<br />0
<br />Q%
<br />1�
<br />�t
<br />a
<br />0
<br />6,
<br />G
<br />es
<br />31
<br />c
<br />c
<br />Q
<br />L
<br />:t
<br />T<
<br />0
<br />6
<br />£2.
<br />59 R/W t
<br />Ve 22' I 8' -� qF
<br />2, I (2) 11' LANES _ ,. i.,,..- 2+ � SIDEWALK
<br />1"1/4" TYPE 81 _3
<br />6" LBRIOO
<br />10, LBR100
<br />10,00 10,15
<br />2.0% 2.U°I � 2.0%
<br />STRUCTURAL NO. DESIGN SPEED: 30 MPH
<br />0.x 2" TYPE ` 008
<br />0.18 x6"LR�LBR100 =1.08 TYPICAL 54' RNV CROSS-SECTION
<br />18
<br />,l 0.08 x IT LR @ LBR100 = 0.80 TYRE SOARS
<br />\� SN = 2.76
<br />PAVING NOTES.
<br />1. EXCAVATION, PAVING, :AND GRADING
<br />WORK SHALL BE IN CONFORMANCE
<br />WITH F.D.O. T. STANDARD SECIFICATI ON
<br />FOR ROAD AND BRIDGE CONSTRUCTION.
<br />2. ASPHALTIC CONCRETE SURFACE COURSE
<br />TO BE F.D,O.T. TYPE S-1, UNLESS
<br />OTHERWISE SPECIFIED.
<br />3. LIMEROCK BASE TO BE COMPACTED TO
<br />98 a OF MAXIMUM DENSITY ACCORDING
<br />TO AASHTO T-180,
<br />4, STABILIZED SUBGRADE TO BE COMPACTED
<br />TO 95% OF MAXIMUM DENSITY ACCORDING
<br />TO AASHTO T-180.
<br />#5 Bars at o' centers
<br />--- _.
<br />.. - _ i.1
<br />- -- -_ 15 Ear
<br />T -
<br />jIl
<br />1
<br />..
<br />�:
<br />�\
<br />#5 Bars on
<br />f E 2' Centers
<br />' I•s
<br />T#5 Ears r 3 E>nfiers
<br />'I
<br />-J
<br />aECTION B-B
<br />3/4' :hamFer
<br />I
<br />Beam For Type
<br />stope .hroat Y'0,. s^ ro,_,!
<br />a€•grroent witP: tgutter pump i I314'ch��fer 1 1 ii & I1 insets
<br />IL Pav'eT'+e1'Yt f
<br />i, Top r ullgnrn.ent
<br />Iskkwatk
<br />J Et, i0,35 EL :O.-P, / t ur'oCe
<br />1
<br />r _ -
<br />v
<br />9.44
<br />Finished pave^IenL to b.
<br />:kip 1- 1
<br />1/4' above o curb
<br />----
<br />6". 2' 6' Or P,
<br />C.
<br />0
<br />MITE= Elevations giver,
<br />q=_c)•
<br />>
<br />are exafnp es
<br />t
<br />I
<br />Grout
<br />IK Construct Ch.^.nnel at Invert; aF pipe to proV;-le
<br />through the
<br />of water nfet
<br />IR If thl
<br />r,"5"1-In-PtaCe: wwls sisal€ be 6' :k
<br />t ii
<br />/ \
<br />reinforced per 3T InOex 213.�
<br />...
<br />1 --
<br />x if preeast, signed/seated/shoo dmwin{j5 5h.0.11 be
<br />«A
<br />.
<br />Cris
<br />SUDMitted o approva€ prior to 0...-_n.:nt o'
<br />-� ..---- !._... "
<br />structure.
<br />SECTION A -A
<br />it Oil inside anti c tslde brick Tea€€S "., be D'.: ,terel}
<br />R1th 112' of IE2 cement "star.
<br />STANDARD INLET
<br />TYPE 1 & 2
<br />N.T,S.
<br />'
<br />U
<br />O
<br />"J
<br />UJ
<br />1. 1 SWFWMD COMMENTS 02117/06 -_... ...__ ... _............._....__
<br />2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03115/06
<br />._.._........_....___-_ _ _..
<br />3. DEP COMMENTS 04/20/06
<br />_........._..._..__� _...... ......
<br />_._.._ -- -
<br />4. SWFWMD COMMENTS 04/20/06
<br />314" R
<br />A
<br />3'-4"
<br />I
<br />A
<br />3 - 3/8" d.
<br />EQUALLY
<br />TYPICAL
<br />PLAN
<br />GRATE EL. B
<br />CREST EL. C
<br />_TJJ4R:I 11AfffI1
<br />1. BAFFLE TO BE CONSTRUCTED ON RETENTION
<br />SIDE OF CONTROL STRUCTURE.
<br />2. SKIMMER TO BE FABRICATED FROM 3/8"
<br />SHEET ALUMINUM.
<br />ORIFICE (D INCH) PVC EL. E
<br />BOTTOM OF SKIMMER EL. F to ,m
<br />r
<br />1 `+R LITTORAL SHELF BOTTOM
<br />-
<br />NV EL G
<br />����� ���
<br />CONCRETE PAD
<br />STRAIGHT BARS
<br />2 " x 1"
<br />RETICULINE BARS
<br />1" x"
<br />x..y_
<br />BANDS
<br />2" X"
<br />SECTION ,-A
<br />APPROXIMATE WEIGHT 104 IbS.
<br />_... ..-
<br />E
<br />. A`.. 'i L�;. r�
<br />P��r�X. I � %� C.S.Nita I A B
<br />........... .
<br />_ - --
<br />C D F
<br />i
<br />G:
<br />rti_:,::�,�#�,LNDEC I:'�
<br />1_...E
<br />L - Cl/LEA€..! = 8 PIPE 3 1 18" 71.0f168.50I 1.75" 167.25166.75 67.0
<br />} f f - 4"
<br />r s� WALL
<br />OUTFALL CONTROL STRUCTURE
<br />DETAIL
<br />F.D.O.T TYPE C INLET
<br />INDEX #232
<br />NTS
<br />------- -------.._ _.........
<br />i'
<br />3/4" R
<br />E
<br />I> > r
<br />t it p. p t> I
<br />IMIAIMI CURB
<br />NTS
<br />3,-0"
<br />1 2"
<br />%'7'�4t R 1 - - 1 (1 /4„
<br />(': # P:.) A.C.SJ C,
<br />(TYP.)
<br />es _ _
<br />6' BASE ~ I "¢ I a 6 BASE
<br />8" STABILIZED
<br />SUBBASE
<br />3' VALLEY GUTTER
<br />u! RB CE 1AIL.S)
<br />SCALE: NONE
<br />3"-4"
<br />EL. F
<br />A
<br />3 - 3/8" d.
<br />EQUALLY
<br />TYPICAL
<br />GRATE EL. B
<br />-- .......... ..... _... - ...... _
<br />---------------- _ _.. .................... .......
<br />ti
<br />)! SPIGOT ON INLET SECTION
<br />! KLL QN Qirtt.EFC":xON
<br />!. f (OUTLET SECTION s . )
<br />(
<br />T '�
<br />L"YL?NGRR eSf.Al.�
<br />CR 5TR=VC43? 3'ilit
<br />-....f tf
<br />I
<br />aPTI AL sass
<br />' j
<br />(It
<br />E
<br />art
<br />I
<br />50-
<br />-.
<br />1.
<br />3
<br />t t J2' R
<br />I I
<br />GENERAL NOTES }
<br />PLAN
<br />TLC
<br />I E .._._..._...-.a
<br />TO THAT
<br />1
<br />I. FLARED END SECTIONS St'VU CtNIFORM THE RE;DIIREVETNTS 0£ ASTM C-76 WITH THE EXCEPTION DIMENSIONS AND REINFORCE-
<br />MM COMPRESSIVE STRENGTH OF CONCRETE SHALL tE 4000 PS, SHOP DRAWiNCS FOR FLARED END SECTIONS HAVIHC DIMENSIDNS
<br />: O
<br />I
<br />OPTIONAL SHAPE
<br />OTHER THAN ABOVE MUST BE SUSMffrtD FOR APPROVAL TO THE STATE DRAINAGE ENGINEER.
<br />------------
<br />-
<br />2. CONNECTIONS BETWEEN THE FLARED END SECTION AND THE PIPE CULVERT MAY BE ANY OF THE FOLLOWINO TYPES UNLESS OTHERWISE
<br />SHOWN ON THE PLANS. I
<br />7:OPTIONAL
<br />j
<br />A. °'6INTS MEET11C THE REQUIREMENTS OF SECTION 941-1:5 OF THE STANDARD SPECIFOCAW*S (O-RING GASKET) . I
<br />FLARED END SECTION ONT OI�NSIONS AND TOLERANCES SHALL DE Ix-NTIeAL OR COMPATIBLE TO THOSE USED in
<br />. _.
<br />THE PIPE CT$VERT JOINT, WHEN PIPE CULVERT AM FLARED END SECTION MANUFACTURERS ARE DIFFERENT . THE
<br />SHOWE ONLY
<br />COMPATIBILITY OF JOINT DESIGNS SHALL BE CERTIFIED TO BY THE MANUFACTURIER OF THE FLARED ENOSECTIONS,
<br />a t if2" R
<br />8. JOINTS SEALED WITH � PLASTIC Q*AETS,
<br />T
<br />#
<br />THE GASKET$ SHALL MEET THE REQUIREMENTS OF SECTION 942-2 OF THE STANDARD SPECIFICATIONS AND THE MWIAUM
<br />SIZES FOR GASKETS SHALL BE AS THAT SPECIFIED Flit EQUIVALENT SIZES OF ELLIPTICAL. PIPE,
<br />C. REINFORCED CONCRETE CKETS, AS DETALED ON THIS DRAWING.
<br />H
<br />P
<br />COST OF THE REINFORCED MCRETE JACKU TO BE :NMUDED N THE CONTRACT UNIT PRICE FOR THE FLARED END SECTION. I
<br />(
<br />T� WALL r
<br />WHEN NONI-COATED CORRUGATED META. PIPE IS CALLED FOR IN THE PLANS, THE PILE SHALL BE BITUMINOUS COATED IN THE
<br />2 /4 QARS WV1
<br />;igtNSETED AREA AS SPECIFIED ON iNDEX NO. 280. 61 UM INOUS COAINC 'RI BE 11 CLUDED IN THE CONTRACT UK' PRICE
<br />SLEC I ION AA
<br />. STRAIGHT FLARE
<br />MK .
<br />FTNt THE PIPE CULVERT,
<br />SECTION QE3
<br />3. TOE WALLS SHALL K CONSTRUCTED WHEN SHOWN ON THE PLANS OR AT LOCATIONS DESIONATED SY THE ENGARE£R. TOE WALS ARE
<br />EWITH CLASS - FOR TRACT Utz? FREE FY#t CLASS - CC#:ti'`RREiE
<br />A p r� (� r
<br />24" FOR III' TO 72' �3_t-t(\ELl ENl! JECTiON
<br />{�jW�LLANEOUS)CY REI#FORCYNC STEEL TO INCLUDED IiCOST OF TOEN��
<br />t2' FOR 15" F4 24" E
<br />4, ON SKEWED PIPE CULVERTS THE FLARED END SECTIONS SHALL BE PLACED IN LINE WITH THE PIPE CULVERT. SIDE SLOPES SHALL.
<br />I---C My WIRE MESH ARRMIGEME'HT WHCH PROVIDES
<br />i E WARPED AS REOMNR£D TO FIT THE FLARED END SECTIONS,
<br />I x.
<br />0.125 SQUARE INCITES OF STEEL AREA PER LINEAR
<br />I
<br />FOOT BOTH *05 MAY VE USED, PROVIDED THE
<br />5, FLARED ENO SECT" TO BE PAID FOR Ut�ER THE CONTRACT UNIT MICE FOR FLARED END SECTION (CC#+iCRr O, EAM SODDING
<br />WIRES ART SPACED A MINIMUM OF 2" AND/OR
<br />SHALL. LTE IN ACCORDANCE WITH INDEX 40. 281, AND WND FOR UNDER THE CONTRACT UNIT PRCE FG3Tt SODDING, Sy, I
<br />A MAXIMUM OF 8" ON CENTERS.
<br />I I
<br />PIPE i FLARED
<br />i
<br />DES#GN NOTES
<br />(CONCRETE PIPE SIIO > END
<br />#
<br />t
<br />t. FLARED END SECTIONS AM INTENDED FOR
<br />USE OUTSIDE THE CLEAR ZONE ON MEDIAN DRNN AHD CROSS DRAM INSTALLATION. EXCEPT THAT FLARED
<br />END SECTIONS FOR PIPE SIZES 12' AND 15"
<br />ARE PERMITTED WITHIN THE CLEAR ZONE, WHEN THE SLOPE INTERSECTION PERMITS, THESE FLARED t
<br />I
<br />END SECTIONS WAY BE LOCATED WITH THE CULART OPENING AS CLOSE AS 8 BEYOND THE OUTSIDE EDGE OF THE SHOULDER, I
<br />-
<br />?
<br />x
<br />' FLARED END SECTIONS ARE NOT INTENDED FOR
<br />SITE TRAIN INSTALLATIONS
<br />REINFORCED CONCRETE JACKETS SHALL 8E
<br />USED AT ALL LOCATIONS WHERE FIIsi VELOCITIES AND/OR HIGHLY EROSIVE SOILS MAY CAUSE
<br />Or.)O 1TINO. THESE LOCATIONS ARE TO BE SHOWN ON THE PLANS .
<br />SECT IOC C C
<br />3 THE
<br />ME WALLS SHALL K USED RDITCH
<br />'TION WOULD R`
<br />ATED VE-OCITY OF DISCHARGE AND SOL TYPE ARE SUCH THAT �DITCHSIVE MPAVEMENT
<br />F.E�NT
<br />END VIEW TOE WALLS ARE NOT REOLIRED WHERE
<br />PAVIS PROVIDED, ExC£PT WHEN DTSJQINTING WOULD OCCUR IF SHOULD
<br />FAIL,,
<br />REINFORCED CONCRETE
<br />JACKET DETAIL
<br />s
<br />FLARED END SECTION (F.D.O.T. INDEX NO, 270
<br />#
<br />:\
<br />�
<br />I
<br />BAFFLE DETAIL
<br />1. BAFFLE TO BE CONSTRUCTED ON RETENTION
<br />SIDE OF CONTROL STRUCTURE.
<br />2. SKIMMER TO BE FABRICATED FROM 3/8" 1
<br />SHEET ALUMINUM.
<br />ORIFICE (C INCH) PVC EL. D M M
<br />Co
<br />BOTTOM OF SKIMMER EL. E �n
<br />A-
<br />SECTION A -A
<br />RE€:.OMMEN � ..I.) l�.�AX. PI--t Z
<br />3' WALL - 241' PE
<br />CONCRETE PAD STRAIGHT BARS 2" x 4" j
<br />RETICULINE GARS 1" X 18"
<br />BANDS 2" x 4" I
<br />APPROXIMATE WEIGHT 104 tbs. I
<br />C.S. Not.:
<br />-..-.._..."_
<br />4
<br />5
<br />-8
<br />A-- B C .._.._..
<br />122" 165.30 6 0"
<br />122" 167.35 2 25"
<br />122" 167 40 1.50"
<br />D E
<br />. 64 5 ;64.00
<br />66.88.66.38
<br />66.72 66.22
<br />E_ F
<br />64 25
<br />fib 0
<br />65.501
<br />14
<br />- ._._15_ -
<br />"
<br />74.7
<br />36 5
<br />36" 73.W. ..-....
<br />74.2 rJ.7
<br />- 73.30I73.t30
<br />I
<br />4 :
<br />.{}�
<br />OUTFALL CONTROL STRUCTURE DETAIL
<br />F.D.O.T TYPE C INLET
<br />INDEX #232
<br />NTS
<br />03/14/06
<br />: FHG
<br />Kimley-Horn
<br />and Associates, Inc,
<br />f--,
<br />r ZI:;;iI~ KIM y-'t10RN AN:i A350CIA;�S, irC,
<br />F: 7
<br />3=4 a I ,:F;. , 7rFv'II...t..� IAA ,��.4.2
<br />:�1t1W.✓IML1-HORN,COM-1 CA 0000i 696
<br />S:CA _E
<br />AS DOTED
<br />_.. .
<br />?E IC ECtY
<br />�P
<br />HIDDEN RIVER SUBDIVISION
<br />L i ! w � Y>' I I .�
<br />03/17/06
<br />-__.__
<br />FHG
<br />0`�125!�..._._..
<br />FH
<br />04/25ti#6
<br />FHG
<br />_-....
<br />I I %4.jii �'r
<br />SP
<br />c, .t}l
<br />r T
<br />✓A
<br />- ��,
<br />£MA.
<br />T
<br />SO �S
<br />BELL
<br />�T
<br />8
<br />C
<br />D
<br />[
<br />P
<br />� R t
<br />R a
<br />f{A7
<br />WEa HT
<br />(L@5.}
<br />H
<br />T3� WAi,i.
<br />CiASS CflNC
<br />T'
<br />2"
<br />0.07
<br />3
<br />4
<br />2'-Cr
<br />4'
<br />8
<br />a -O
<br />t
<br />t
<br />•
<br />3
<br />F4'
<br />.QB
<br />ts^
<br />a
<br />D:QT
<br />2
<br />s
<br />2'-s"
<br />3,-tD
<br />a I"
<br />x'-s•=
<br />a4
<br />a
<br />t3•
<br />s
<br />Teo
<br />ta•
<br />.aT
<br />t8"
<br />2
<br />. 7
<br />2
<br />9'
<br />3'-;0:
<br />Li t"
<br />3-0 =
<br />9
<br />t5
<br />t2"
<br />4"
<br />990
<br />t5"
<br />.at
<br />at'
<br />4
<br />Q:07
<br />Z
<br />3'-2"
<br />&-T"
<br />3-fi
<br />3T
<br />L
<br />t3"
<br />4"
<br />t280
<br />t5"
<br />:t2
<br />24
<br />0,07
<br />2
<br />9
<br />3'-7
<br />4'-0S3Ffi
<br />fa417
<br />sD.tsS
<br />z4'-0"4-Lt
<br />sNs"tiat93Q
<br />��•.ts
<br />3Q30.lAS
<br />34•_g7"
<br />11-411
<br />i8f5•219Q
<br />2f"
<br />,44
<br />a
<br />0.t48-35`-3
<br />6 -0
<br />47
<br />2.
<br />a0"
<br />S
<br />4tQ0
<br />aT"
<br />.2S
<br />42
<br />4
<br />f -9
<br />5-3
<br />2'-Tt
<br />8 a
<br />8-6
<br />5
<br />27
<br />"
<br />5
<br />24
<br />,34
<br />4tl"
<br />5'
<br />O.FaB
<br />8'-D'
<br />2'-2"
<br />T-Q"
<br />29
<br />2a'
<br />.39
<br />54'
<br />5
<br />0.374
<br />4
<br />S'-5'
<br />2'-T t
<br />1'-8'
<br />3
<br />24'.4a
<br />&3"
<br />8'
<br />Q.T74
<br />5"
<br />a'-8"
<br />5'-0"
<br />3'-3"
<br />- •
<br />L?'-Q"
<br />7
<br />36
<br />24"
<br />$
<br />8750
<br />24"
<br />.4+1
<br />&
<br />0.274
<br />5
<br />ti'-8
<br />t -B
<br />S'-3"
<br />8'- •
<br />74"
<br />36
<br />a4"
<br />T
<br />fU&X3.
<br />24"
<br />,aT
<br />T2
<br />T
<br />Q_L74
<br />t'-S"
<br />tO -3
<br />44
<br />7
<br />FaSaQ
<br />24
<br />.50
<br />CREST - T.O.B. EL."A"
<br />I F.L.EL.13" - L�
<br />FRONT VIEW
<br />SKIMMER
<br />RETENTION SIDE
<br />EL, = 6,00
<br />EL."( �4
<br />POND STM,
<br />6x6xW1.4xW1.4 WWF
<br />ALUM. SKIMMER
<br />B°OT.EL"E"
<br />12" I - TS&
<br />TOB EL. A"
<br />6x6XW1.4XW1A WWF-'
<br />Ow
<br />SIDE VIEW
<br />v INVESTIGATE
<br />aEFORE YOU
<br />EXCAVATE:
<br />tJ
<br />t �
<br />Sunshine State
<br />Q One Call j"�
<br />1-800-432-4770
<br />TOLL FRET`
<br />1 /
<br />o. ;, 0
<br />• 1 :.--... STIFFENER
<br />- 6" ALUM.
<br />STIFFENER 112 1/22
<br />�....-ALUMINUM ALUMINUM
<br />SKIMMER SKIMMER
<br />SKIMMER DETAIL 1 SKIMMER DETAIL 2
<br />1. SKIMMER TO BE CONSTRUCTED ON RETENTION SIDE OF STRUCTURE,
<br />2. SKIMMER TO BE FABRICATED FROM 318" SHEET ALUMINUM.
<br />;,REST
<br />F.L.EL."W
<br />OUTFALL SIDE
<br />SPREADER
<br />SWALE
<br />EL "F"
<br />RIPRAP a
<br />CONTROL
<br />STR. NO.
<br />TOP
<br />ELEV.
<br />CREST
<br />ELEV.
<br />CREST
<br />W�}TH
<br />BOTTOM
<br />SKIMMER
<br />SWALE
<br />ELEV.
<br />POND
<br />BOT.
<br />ORIFICE
<br />ELEV
<br />0
<br />AA.
<br />ABA
<br />AC.
<br />"E.
<br />.r
<br />.w
<br />H.
<br />.D.
<br />1
<br />71.00
<br />70.00
<br />84.00'
<br />69.60
<br />$8.00
<br />68.90
<br />2
<br />71.50
<br />70.60
<br />72.00"
<br />70.10
<br />68,00
<br />69"
<br />6
<br />68:0D
<br />67,50
<br />120.00"
<br />67.00
<br />66.36
<br />67.00
<br />7
<br />8T 50
<br />86.89
<br />12n.fxO'
<br />68
<br />6$.01
<br />88 T5
<br />9
<br />69.00
<br />68.26
<br />120.W
<br />69,97
<br />66°00
<br />68.00
<br />10
<br />89.0fl
<br />...-....
<br />68.26
<br />...
<br />1Riv
<br />69.97
<br />68.00
<br />68.00
<br />11
<br />69.00
<br />68.26
<br />..._..._
<br />120
<br />69.97
<br />......
<br />$8.00
<br />_.....
<br />68.00
<br />...................
<br />-
<br />12
<br />__...............-
<br />70.00
<br />68.60
<br />f6000"
<br />_.._.............
<br />66.00
<br />$$,68
<br />-_. --
<br />13$,01
<br />--------------- _-
<br />68,01
<br />3"
<br />13
<br />6$.00
<br />68.28
<br />120 OWO'
<br />67.76
<br />6800
<br />_. _.........
<br />66.00
<br />....... _
<br />-
<br />-----------------------
<br />OUTFALL CONTROL STRUCTURE
<br />NTS
<br />20°
<br />OPTIONAL POST POSITION
<br />POST (OPTIONS: 2"x4" OR... (VERTICAL) PRINCIPLE POST POSITION
<br />2.5"MIN.DIA.WOOD; STEEL
<br />1.33 LBS./FT. MIN.) 6' MAX. --- FILTER FABRIC (IN (CANTED 20" TOWARD FLOW)
<br />CONFORMANCE WITH FILTER FABRIC
<br />p - SEC.985 FDOT SPEC.)
<br />"L_FLOW
<br />A
<br />oa M AV
<br />zf. ELEVATION SECIOh:
<br />TYPE III SILT FENCE
<br />20'
<br />POST {OPTIONS: 2"x4" OR II
<br />2.5"MIN.DIA.WpOD: STEEL OPTIONAL POST POSITION
<br />1.33 L$S./FT. MIN.} 10, MAX. -- (VERTICAL) PRINCIPLE POST POSITION
<br />(CANTED 20' TOWARD FLOW)
<br />POULTRY MESH OR
<br />I POULTRY MESH {20 GA.MIN,) TYPE A FENCE FABRIC
<br />OR TYPE A FENCE FABRIC
<br />(INDEX NO.452 & SEC.966 FILTER FABRIC
<br />1 I 'k FDOT SPEC.)
<br />�I 3 FILTER FABRIC QN
<br />0 '�" CONFORMANCE W,P 511,,,T�_•FLOW
<br />SEC,985 FDOT SPED)
<br />!fS n
<br />ELEVATION SECTION
<br />TYPE IV SILT FENCE
<br />DC NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING
<br />WATERCOURSES. SILT FENCES ARE: TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS
<br />USED AT PERMANENT BODIES OF WATER.
<br />NOTES:
<br />-For additional information and details, see F.D.O.T, Index No.102.
<br />-Unless specified, hay barriers may be used in lieu of silt fences.
<br />-Additional posts and rails may be necessary to secure and support barriers.
<br />-Additonal fence lengths may be required by the County Engineer
<br />or by regulatory agencies. I
<br />SILT FENCE
<br />R _
<br />......... ......_....._._.......................... _ _.._....._.._
<br />3
<br />F
<br />OE 13 `E�1Li4E R
<br />L
<br />r. .T NUMBER
<br />GENERAL DETAILS
<br />X
<br />�-
<br />I : :�
<br />I I Rlb , Ire Tl`1N t MIL ER.
<br />..
<br />48
<br />O E. C.
<br />AND SECTIONS
<br />:.�
<br />a.
<br />�rrr
<br />
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