|
<br />POST (OPTIONS: 2"x4" OR
<br />2.5"MIN.DIA.WOOD; STEEL
<br />1.33 LBS.jFT. MIN.) 1_ 6' MAX. --1
<br />
<br />ThO'+I.-
<br />OPTIONAL POST POSITION -
<br />(VERTICAL) RINCIPLE POST POSITION
<br />FILTER FABRIC (IN (CANTED 20. TOWARD FLOW)
<br />CONFORMANCE WITH ~ILTER FABRIC
<br />_ SEC.985 FOOT SPEC.)
<br />A -:1 -SJll FLOW
<br />
<br />III\'
<br />SECTION
<br />
<br />\oJ
<br />l3 ~ ...
<br />:2 I ......
<br />~~~ .
<br />n f-~'\
<br />
<br />.
<br />
<br />..
<br />
<br />12""'IN.
<br />
<br />ELEVA TION
<br />
<br />w
<br />~ ~ (...
<br />~ N
<br />o (
<br />in _ 8.
<br />
<br />"if'WIP'[g aao ~Dfb "if' rr(gU\l1~[g
<br />
<br />OPTIONAL POST POSIT10N~20.+/-
<br />(VERTICAL) PRINCIPLE POST POSITION
<br />CANTED 20' TOWARD FLOW)
<br />F,POULTRY MESH OR
<br />PW~l ~EfrN&20r~~R~bN.) TYPE A FENCE FABRIC
<br />~" 8NOEX 00.452 & SEC.966 m TER FABRIC
<br />"'~ roOT SPEC.) /
<br />) f"lL TER r AeRIe (IN
<br />-t CONfORMANCE W11H J .-SJJ.L FLOW
<br />___.-1 SEC.985 roOT SPEC.) I~-
<br />"-' ~ l
<br />IJ
<br />
<br />PO~T (OPTIONS: 2"x4" OR
<br />2.5 MI~.DIA.WOOD; STEEL \. I
<br />1.33 LBS.jH. MIN.) \I "
<br />
<br />10' MAX.
<br />
<br />.1
<br />
<br />.
<br />
<br />...
<br />
<br />..
<br />
<br />..
<br />
<br />"
<br />
<br />..
<br />~
<br />
<br />^-
<br />
<br />-
<br />
<br />~
<br />.......-,
<br />
<br />18"MIN.
<br />
<br />ELEVA TION
<br />ifWIP'~ D~ ~D/l, if rr~U\l1~~
<br />
<br />SECTION
<br />
<br />DO NOT DEPLOY IN A MANNER THA T 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 PERMANANT BODIES OF WATER.
<br />
<br />- .---
<br />
<br />b
<br />Ifi
<br />
<br />- '---
<br />
<br />WEIR CREST ~
<br />
<br />.
<br />..,.
<br />I
<br />V'l '
<br />W ...
<br />12
<br />~
<br />
<br />2-114'\ I"
<br />\
<br />1\
<br />
<br />~
<br />U)
<br />I
<br />...
<br />v
<br />
<br />5-3/4' ~
<br />
<br />Lli'
<br />rut C
<br />
<br />CI?
<br />W
<br />......
<br />~
<br /><I
<br />>
<br />
<br />2' CL
<br />
<br />~
<br />00
<br />
<br />SILT FENCE
<br />
<br />NOTES:
<br />
<br />-For additional information and details, see F.D.O, T. Inde>< No.102.
<br />-Unless specified. hay barriers may be used 10 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.
<br />
<br />3000 P$.1. CONCRETE wj
<br />16x6 10/10 W.W.F.
<br />/ r6"
<br />/
<br />I I
<br />
<br />.~ ~\~
<br />I~
<br />~.
<br />~5
<br />I
<br />
<br />SPREADER
<br />SWALE
<br />
<br />NOTE: 3/4" CHAMFER ON ALL
<br />EXPOSED CONCRETE EDGES.
<br />
<br />L6" PLAN VIEW
<br />
<br />NOT TO SCAlE
<br />
<br />SHWT.
<br />
<br />VARIES
<br />
<br />SPREADER
<br />SWALE
<br />
<br />5.0'
<br />I I
<br />~~l~~~~FT' ,/~ii/~
<br />~ \1 5.0 1/ h
<br />V v
<br />I I
<br />
<br />A
<br />ORA-1
<br />
<br />ABC D
<br />4,50' 18,0' 83.50 88.0
<br />
<br />SHWT.
<br />81.0
<br />
<br />,...c;;L..
<br />
<br />SIDE VIEW
<br />
<br />FRONT VIEW
<br />
<br />NOT TO SCAlE
<br />
<br />NOT TO SCALE
<br />
<br />SPILL WAY DET AIL
<br />
<br />3'-4'
<br />
<br />.1
<br />
<br />CREST WIDTH\
<br />CREST ELEV. \ \
<br />I~ \
<br />
<br />-I-~
<br />6" I
<br />
<br />2-1/4'
<br />
<br />~
<br />ex>
<br />
<br />2' - J' V
<br />
<br />.11-
<br />
<br />~
<br />-
<br />I
<br />...
<br />('f')
<br />
<br />-
<br />...
<br />
<br />8'
<br />I-+-
<br />
<br />8'
<br />~
<br />
<br />.
<br />
<br />BERM
<br />
<br />-
<br />
<br />~
<br />00
<br />
<br />CREST ELEV.
<br />
<br />6"
<br />
<br />SKIMMER
<br />RETENTION SIDE
<br />
<br />\
<br />lL~
<br />
<br />CONC.
<br />
<br />____l
<br />L 4"
<br />8
<br />
<br />3'-4'
<br />
<br />y- 5-3/4'
<br />- r-I
<br />
<br />"s\..O?~/~ '
<br />~ A 24"
<br />4"CONC, ~ .... ......
<br />
<br />CONSTRUCT 5' CONC.
<br />
<br />2'-0'
<br />
<br />\
<br />'4RATE
<br />
<br />o
<br />
<br />c
<br />
<br />D
<br />
<br />\ EYE BOLT
<br />SEE FDDT
<br />INDEX 201
<br />
<br />-
<br />
<br />c
<br />
<br />p
<br />
<br />\.
<br />
<br />u
<br />
<br />~
<br />P "- NO, 4 BARS @
<br />12' D,C.
<br />
<br />NOTE: NON- TRAFF Ie BEARING GRATES \oIILL BE ALLO\olED \./HEN
<br />LOCATED OUTSIDE VEHICULAR TRAFFIC PATTERN.
<br />
<br />NOTE: FOR ADDITIONAL DETAILS, REFER TO FDOT INDEX *1232
<br />
<br />TYP. C INLET
<br />
<br />/ 1 1/4" A,C.S.C. TYPE S-1
<br />
<br />v-EOP
<br />
<br />\
<br />
<br />
<br />\ r- 30"
<br />
<br />6" L1MEROCK BASE
<br />
<br />}~
<br />
<br />TYP, 'MiEEL STOP
<br />
<br />-----
<br />
<br />= ~~III*STABILlZE6 SUBGRADE= ~ ill .
<br />~1~11~11~11~11~11~11~11~11~11~11~11~11~11~
<br />
<br />TYPICAL WHEEL STOP LOCATION
<br />
<br />TYP. SECTION
<br />
<br />PAVING NOTES
<br />1, EXCAVATION, PAVING, AND GRADING WORK SHALL BE IN
<br />CONFORMANCE WITH F.D.O. T. STANDARD SPECIF"ICA TIONS
<br />FOR ROAD AND BRIDGE CONSTRUCTION.
<br />2 ASPHAL TIC CONCRETE SURf ACE COURSE TO BE f.D.O. T,
<br />TYPE III. S-III, OR $-1 UNLESS OTHERWISE SPECIFIED.
<br />,3, lIMEROCK BASE TO HAVE AN LBR-l00 AND IS TO BE
<br />COMPACTED TO 98% OF THE MAXIMUM DENSITY ACCORDING
<br />TO AASHTO T-180.
<br />4. STABILIZED SUBGRADE TO HAVE AN LBR-40
<br />AND IS TO BE COMPACTED TO 98% OF THE MAXIMUM
<br />DENSITY ACCORDING TO AASHTO T-180.
<br />5. COMPACTED SUBGRADE (WHEN USED) IS TO BE COMPACTED
<br />TO 98% OF THE MAXIMUM DENSITY ACCORDING TO AASHTO
<br />T-180.
<br />
<br />r- T.0.8. EL.= 0
<br />
<br />TYP. DRA
<br />
<br />r T.0.8. EL.
<br />:>>~~~~
<br />//>;(/);('//(
<br />
<br />~~~~
<br />O~
<br />C\'\~
<br />~\V
<br />
<br />5' CONC. SPILLWAY
<br />
<br />\\
<br />
<br />'\~
<br />
<br />'/L
<br />
<br />'1;...;
<br />00'\~
<br />
<br />'\~--
<br />G~~
<br />\ CO~
<br />~
<br />
<br />\;
<br />
<br />N
<br />~~
<br />.Ai '.,/ ')<
<br />x
<br />
<br />OUlF ALL SIDE EXIST. GRADE 7
<br />85.0 7 /
<br />
<br />\L::)~
<br />
<br />SPILLWAY)
<br />
<br />~)< ~ f'i
<br />~~
<br />'\:1->1'./ ~
<br />I<;. 'X v^,,7')...
<br />x y
<br />~ ")< 'V'.I. ;<:>.. A i'...
<br />~'X/.;y ~~
<br />"q ~ ,~~ .~ --" 1', .
<br />.....~ &'S:)< ~ 0. XI
<br />.<)..~/ X. x "?5< .
<br />~~ y~ I') ~J Y' \'
<br />~ ~>v< Y">< ;,ex ~ . \
<br />~;>1-~ :7
<br />
<br />4" CONe, ~-
<br />
<br />B
<br />
<br />,<}
<br />
<br />6"
<br />
<br />SKIMMER NOTES I
<br />
<br />I
<br />
<br />1. TO BE CONSTRUCTED ON RETENTION SIDE OF' CONTROL STIRUCTURE
<br />2. AOCli"'~
<br />
<br />WEIR IJ CREST ELEV. WIDT,H 1 '"
<br />1 87,00' 5.0 +.0 1.0
<br />86.95 86.95 86.95 86.95 ~
<br />)
<br />
<br />WEIR DETAIL
<br />
<br />^-
<br />
<br />N01tS:
<br />1 .KTAl. POST TO BE CA!.VmzrI), Al..L 0ClTS, ~TS, WASJlI:RS
<br />00 SCR(WS WlIST BE RV$1l'RO(1.
<br />2.CONCRfl[ ~ rOO~G ~ BE f'ORTtMll co.orr 00 HA'f(
<br />A t.lNIIlUlot COIilPRfSSlvt STRDlGTH Cf" 3.000 p.a.l
<br />J. SlGNS llU BE fABRlCAlID 8Y USlIIG RtFlECTIlG COA~G H THE
<br />S'MlOl.. l.ESSAG{ 00 OOROCR APl'U[f) TO A SlnT AlL"aKIV
<br />BACKING (.080) IN THCKNESS,
<br />4, t.€S$AG{ lHlIlltlG SHAll BE lJI>Pl:R CAS[ (\IllITtXSERES 8)
<br />'i' .~ H ACCOkDAIa Willi ~Al. ON M<>>lW llWTlC
<br />CQl1RQ. 0EVlCfS.
<br />5. 1lf: S'1\I!U IS COi.lPOSEO Cf" ()j[ El.D()(J, A MIlE Wlm~
<br />f'OJRE DflECll Y ON TIlE PA'I1),[HT, FOOT STANDAAOS.
<br />
<br />,
<br />... .
<br />
<br />EXAMPLE Cf
<br />WARPlD $I
<br />
<br />\>
<br />~
<br />
<br />I. 12: 1 ..IJ:1:j , 12: 1 _I
<br />
<br />~ILLLLL'~1
<br />LL.LLLI
<br />eteeel .....
<br />i LLLLLl . I
<br />ttttt~ N
<br />Ll..LLLl ..-
<br />tttttl
<br />
<br />Curb romp and flare shalt
<br />have Detectable Warning
<br />Texture. See "norido Boord
<br />of Bu~dln9 Codes and tand-
<br />dards" poge 56.
<br />
<br />~I
<br />
<br />-
<br />I
<br />
<br />o '-<;. """ SLOPE 1:10 MAX
<br />~ Yl1THS~~~ ~
<br />
<br />~
<br />
<br />Detail for inverted romp
<br />
<br />-
<br />~
<br />
<br />Face of curb or /
<br />~Qe of pavemen
<br />
<br />~
<br />5/&"_ r I
<br />
<br />~
<br />'"
<br />
<br />~
<br />::1
<br />I
<br />-tl-, 1/" I
<br />
<br />'b
<br />.-
<br />
<br />t.E T AI. POST
<br />It 16 aNI! Pll5l SIWJ. II[ 2- 2 1/'1 f/fl.
<br />
<br />.---
<br />
<br />y",\
<br />== tqst=~=
<br />(D ~ (
<br />4/1 " ,.:\~;~~~,.[]
<br />
<br />~ S" aLUE HASH
<br />ldARKS ON 2' CENTERS Q
<br />
<br />(SI:Il fCll 11: Pl!lSIC.\U.Y CJS.o.Wl)
<br />DE TAIL
<br />
<br />I
<br />
<br />Q)
<br />I-
<br />o
<br />~
<br />III
<br />in
<br />o
<br />.....
<br />
<br />I ..:::J
<br />V'
<br />
<br />I ,3' to 5' square I
<br />
<br />N.T.S.
<br />
<br />i-)
<br />
<br />,'-&'
<br />
<br />,
<br />'" $..-L-
<br />~I
<br />
<br />I ITl - t<1U<HA TlOlW. Sl\ro.
<br />I C);:J --::: fS ACCESS (~ NOlE 5)
<br />PO gr ~ BLUE BA():(1lC(JNl)
<br />MJ) FlRlIl au
<br />\W'PJl$lIJ.
<br />[( 00 IZ'AL'
<br />
<br />~3/1l" tWS LOCAlUl fOR Al)QHNT
<br />i "jjlj fiCUS DRlJl1) ON ," r1lUlS
<br />rw. LnlGTIl .. t.€TAl. POSt. lolCUlT
<br />'MTH 5/16" I 2 1/4. BetTS, OP
<br />AND Il6 now fS SlQl)
<br />~..2Al POST (ASTII A-4~ WJ.( 60
<br />sm NTH AS1W 1,-123 fNSH)
<br />
<br />~
<br />
<br />,'-D"
<br />to<<:lII.'IfWM
<br />
<br />1-..-
<br />
<br />a. SlCN POST SliAl..L 8( 1ofII. t-rf CID.R f1l(),j BACl< ~ CURS.
<br />
<br />DISABLED PARKING!MARKING
<br />SlUT 1 ~ I
<br />
<br />CONC. SPILLWAY
<br />
<br />20'
<br />
<br />...- 2.5' -- 2.5'-.
<br />
<br />5.0.-....
<br />
<br />~6~\ .~
<br />
<br />\. TOE WALL ALONG~J :I
<br />EDGE OF' PAVEMENT -16~-
<br />
<br />I" B -.. VARIES -- 4 B --1-f.- ~' --'-500--
<br />- SOD SOD -I I 1-
<br />,IJl11 i1J.!='1 rffilll_ "I. t j... _II rillll jillll rL 'if,
<br />'Tf- ./ ~ty... -l1' ~- ./
<br />'1_ ~-1-t A .' _T' "rj-I ~-1
<br />"'1-1 . be' I T'"' ' .11- ~
<br />-:; ~" II. ;-
<br />.':':1111, ~u II ~ill, ,ILl~ill~lli~LII-
<br />BOT. EL.= C J *-5' BERM IF APPLICABLE
<br />-----
<br />83.50 6920 0 0 0.000
<br />84.00 8120 3760 3760 0,086
<br />85,00 10616 9368 13128 0.301
<br />86.00 13239 11928 25056 0.575
<br />87,00 15990 14615 39670 0,911
<br />88.00 1916r) 17575 57245 1.314
<br />
<br />~~~~%:~ . <.) V)O ~ :> ')
<br />~ .: ~ '><))( ..
<br />~~. Y 'h ,)- "> :) '.
<br />~' y).
<br />
<br />~~~~KIMMER
<br />
<br />CONSTRUCT 30' RIP-RAP SPREADER SWALE
<br />
<br />m
<br />
<br />T
<br />
<br />T T T T
<br />
<br />I I
<br />
<br />I I
<br />
<br />T T T I
<br />
<br />I
<br />
<br />: ~
<br />r.o
<br />
<br />If)
<br />~
<br />
<br />~.
<br />
<br />A
<br />.....
<br />
<br />1/2" GAP - TYP. TOP COURSE _U_
<br />'..- 30'- 0" r.o
<br />PLAN VIEW
<br />
<br />30 L.F. SAND-CEMENT BAG -
<br />RIP-RAP - SPACE TOP
<br />COURSE FOR 1/2" GAP
<br />BETWEEN BAGS
<br />
<br />OVER-FLOW __I
<br />CREST EL.
<br />
<br />r TOP OF
<br />BERM EL.
<br />CONC. SPIL~~I- tc~85'O
<br />
<br />L...) c::>
<br />SECTION
<br />
<br />SEE GRADING & DRAINAGE PLAN FOR LOCATIONS
<br />
<br />SPREADER SWALE DETAIL
<br />
<br />f1. PHASE 2
<br />REV.
<br />FOR APPROVAL:
<br />R & R APPROVAL
<br />"
<br />~
<br />
<br />DESCRIPTION
<br />TO SHOP:
<br />
<br />LAZ
<br />BY
<br />TO FIELD:
<br />AS BUILT:
<br />
<br />ENGINEERING,
<br />CONsrrRUCTION
<br />CONSULTANTS, INC.
<br />
<br />LICENSED PROFESSIONAL ENGINEERS:
<br />E.n, # 8342
<br />ROBERT F. GREEN F.E. # 13955
<br />DRAWN BY: LAZ
<br />SCALE: 1 It = 30'
<br />DATE: 4/3/2006
<br />JOB NUMBER
<br />
<br />JOB NAME:
<br />ZEPHYRHILLS PROFESSIONAL CENTER
<br />A.K.A. EAST PASCO PROFESSIONAL PARK
<br />LOCATION:
<br />SOUTH SIDE OF DAUGHTERY ROAD
<br />WEST OF US 301 (GALL BLVD.)
<br />DESCRIPTION: TYPICALS & DETAILS
<br />
<br />06-06
<br />
<br />@
<br />
<br />4/3/2006
<br />DATE
<br />
<br />6844 DAIRY ROAD
<br />Zephyrhills, Florida
<br />33542
<br />(813) 715-1961
<br />Fen (813) 715 4812
<br />
<br />CHECKED BY: RFG
<br />
<br />SHEET
<br />5 OF 7 ffi
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