|
c
<br />rn
<br />m
<br />a
<br />0
<br />N
<br />N
<br />I
<br />Sidewalk
<br />ide l eNecessary)
<br />♦S° . J `S° .02 0.02 Ramp Width ! 4' Nln. OA2 Ramp Width (4'Min1
<br />1�
<br />12 (Not Required
<br />To Exceed 8'
<br />Ramp And Sidewalk Curb l2 '� In Length)
<br />Ramp And Sldewalk Cur�`� i Ramp And Sidewalk Curb Po �! z Y
<br />rN i amD /
<br />2' Ming
<br />�2'Landing** � 2'Landirtg** �
<br />�\a•y5\ p�l�to`'�.►`" \b•�`�c ° Crosswalk width and configuration vary; must conform to
<br />\ \ Index No. 17344 and 17346.
<br />�'
<br />� Romp Width (4'Min.1- - i---L"
<br />PLAN
<br />Ramp And Sidewalk Curb o\ I // Ramp And Sidewalk Cur
<br />Romp And Sidewalk Curb/ V
<br />/ ppb \ry
<br />p / Y
<br />o Landin
<br />p- 2'Landing** P �� \_2'Land/n9** 6" Sidewalk Curb
<br />�2, Landing** .._.,� Ramp Width(4'Min.J sit !-Ramp Width(4'Min.)57 Rdw, Pavf 2' If Where Necessary)
<br />--�r-
<br />�- -� SECTION AA
<br />DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS FOR UNEAR PEDESTRIAN TRAFFIC E20
<br />9 w DIMENSIONAL FEATURES FOR
<br />ofet I Trans. PUBLIC SIDEWALK =BINED C)RNER
<br />\ap (H) RAMPS UNDER CONDITIONS OF INFEASIBIUTY
<br />6„ 6"xH Monolithic ar
<br />6",U " Separate
<br />H lVariesJ '"- A�Sld�wolkurb i7 Ramp Widths For Curb Romps CR 20, CR 21, CR 22, CR 24, and CR 25 May Be
<br />H (Vdrlesl 0• - Reduced To 3'M/n. In Restricted Conditions When Approved By The Engineer-
<br />0.02 Romp, Sidewalk Or Landing iu� 0.02 Ramp, Sidewalk Or Landing /
<br />*Lower landing not required at driveways, parking lots, or
<br />other areas with pavement cross -slopes less than 2% (0.02).
<br />MONOLITHIC CAST CURB SEPARATELY CAST CURB
<br />Construct Sidewalk Curb In Absence Of Adequate Buffer, Maintainable Surface
<br />Contour, Abut/ng Structure, Or When Called For In The Plans Or Standards
<br />RAMP AND SIDEWALK CURB OPTIONS
<br />BACK OF SIDEWALK CURB
<br />OR BUFFER TRANSITION
<br />2008 FDOT Design Standards a n Sheet No.
<br />07/01/07 4 of 6
<br />_ - PUBLIC SIDEWALK CURB RAMPS I- N.
<br />304
<br />Xx
<br />NOTES:
<br />1. FOR GRAVITY APPLICATIONS ONLY.
<br />2. ALL PROCEPTOR UNITS ARE MANUFACTURED WITH FIBERGLASS REINFORCED PLASTICS.
<br />PHYSICAL CHARACTERISTICS AND THICKNESS:
<br />* POLYESTER RESIN AND E GLASS MINIMUM THICKNESS 1 /4" WALL AND 3/8"
<br />TOP AND BOTTOM BOWLS.
<br />* MINIMUM BURIAL DEPTH = 24" FOR NON TRAFFIC RATED
<br />* MINIMUM BURIAL DEPTH = 36" FOR TRAFFIC RATED
<br />* MAXIMUM BURIAL DEPTH = 7 FEET (GRADE TO INVERT OF INLET)
<br />*
<br />TITLE: PROCEPTOR F.O.G. SEPARATOR
<br />❑MC 750 GALLON INTERCEPT❑R
<br />6" INLET & OUTLET
<br />24" MANWAY
<br />ALL DIMENSIONS IN INCHES
<br />TOTAL WET VOLUME, 750 GAL
<br />MAX, ❑IL CAPACITY: 410 GAL
<br />MAX, S❑LIDS 200 GAL
<br />CAPACITY:
<br />PEAK FLOW RATE, 33 GPM
<br />MINIMUM ULTIMATE TENSILE STRENGTH , 12,000 PSI
<br />* MINIMUM FLEXURAL STRENGTH, 19,000 PSI FOR OIL
<br />* MINIMUM FLEXURAL MODULUS, 800,000 PSI
<br />FOR DEEPER INSTALLATIONS CALL GREEN TURTLE FOR CUSTOM REINFORCEMENT
<br />3. ALL PROCEPTOR UNITS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE ARCHITECT OF RECORD TO VERIFY
<br />MANUFACTURERS INSTALLATION INSTRUCTIONS, WITH NATIONAL ACCOUNT VENDOR
<br />4. SEE MANUFACTURER'S INSTALLATION INSTRUCTION FOR H2O TRAFFIC LOADING.
<br />5. STANDARD PIPE STUBS ARE SOCKET SDR 35 PVC SEWER MATERIAL (SCHEDULE 40
<br />ADAPTORS ADDED FOR ALL PROJECTS IN USA). SIDE VIEW
<br />6. 6" INLET AND OUTLET
<br />7. EXTENSION COLLAR TO BE ORDERED TO MEET FINISHED GRADE, CUT ON SITE FOR FINAL
<br />ADJUSTMENT AND CAULKED WITH SIKAFLEX BY CONTRACTOR. 5'x8'x6" CONCRETE COLLAR
<br />8. COVERS AVAILABLE FOR H2O TRAFFIC LOADING, PEDESTRIAN LOADING OR ABOVE
<br />GROUND INSTALLATION.
<br />NOTE:
<br />9. ALL PROCEPTOR UNITS ARE FACTORY TESTED. 1. OIL INTERCEPTOR DETAILS PROVIDED BY
<br />EDWARD & HOTCHKISS ARCHITECTS COMPANIES.
<br />MEASUREMENTS VERIFIED BY AVID GROUP. ALL
<br />10. 30 YEAR WARRANTY AGAINST LEAKS, AND STRUCTURAL FAILURESTRUCTURAL AND MATERIAL TO BE APPROVED BY
<br />EDWARD & HOTCHKISS ARCHITECTS.
<br />11. U.S. PATENT #5,746,912; CDN PATENT #2,195,822
<br />OIL INTERCEPTOR
<br />CUSTOM ALUMINUM CAP E5
<br />TO FIT THE OUTSIDE OF
<br />THE STORM PIPE &
<br />ROOF LEADER o
<br />a�
<br />w
<br />J
<br />L L_
<br />0
<br />O
<br />fr
<br />2'x2'x6" CONCRETE SLAB
<br />NISHED GRADE N
<br />e
<br />0
<br />90' ELBOW-\
<br />c N
<br />STORM PIPE
<br />ROOF LEADER CONNECTION
<br />ROOF LEADER.DWG 07/30/06 NTS
<br />ELEVATION 2'-0" ABOVE TOP
<br />OF PIPE. CUT-OFF SHEETING
<br />IF REQUIRED.
<br />11
<br />CV
<br />ELEVATION TOP OF PIPE
<br />OR HYDRAULIC STRUCTURE
<br />BEDDING AND BACKFILL WITH
<br />SELECTED MATERIALS TO BE
<br />PLACED AND COMPACTED IN
<br />6" LIFTS UTILIZING METHODS
<br />AND EQUIPMENT APPROVED BY
<br />THE ENGINEER.
<br />PIPE BEDDING TAMPED
<br />AND COMPACTED
<br />D
<br />VATURAL GROUND
<br />DR SUBGRADE (TYP)
<br />BACKFILL TO BE COMPACTED
<br />TO 100% T-99. LIFT
<br />THICKNESS MAY VARY
<br />DEPENDENT UPON MATERIAL,
<br />EQUIPMENT, AND COMPACTION
<br />METHODS USED, BUT IN NO
<br />CASE SHALL EXCEED 12".
<br />DENSITY TESTS TO BE TAKEN
<br />IN ACCORDANCE WITH THE
<br />GOVERNMENTAL AGENCY
<br />HAVING JURISDICTION, OR
<br />AS MAY BE REQUIRED BY
<br />THE ENGINEER.
<br />6" MIN - 12" MAX
<br />12" DIA AND UNDER
<br />12" MIN - 18" MAX
<br />OVER 12" DIA
<br />BOTTOM OF EXCAVATION
<br />NOTE:
<br />FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE
<br />NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS.
<br />I o
<br />s z
<br />En
<br />. � L
<br />^ � w
<br />1L TYPICAL TRENCH SECTION
<br />0 a
<br />W W
<br />a N TRENCH.DWG 6/09/94 NTS
<br />W
<br />Y =
<br />1i H
<br />4 A
<br />SCALE:
<br />NONE
<br />18' PERVIOUS PARKING A IC>I
<br />PROPOSED
<br />TYPE 'D'
<br />CURB
<br />BASED
<br />THICKNESS
<br />VARIES
<br />(6" MIN)
<br />2" FLEXI-
<br />PAVE
<br />SEE TYP
<br />PAVEMENT
<br />SECTION FOR
<br />DETAILS
<br />�- SUB GRADE 8" CONCRETE HEADER
<br />SLOPED TOWARDS CURB
<br />PERVIOUS AREA (SEE DETAIL
<br />FOR COMPACTION RATE)
<br />TYPICAL PERVIOUS PAVEMENT CROSS SECTION
<br />D,Neeoy Width (W )
<br />F• fsee Sheet/1
<br />^�
<br />- R/W Llne
<br />T T__
<br />rW) Q
<br />DrYSee
<br />_
<br />DfN-11 To Be Cansdructed As Called For In .I -�-
<br />OrNewoy Pavement
<br />heatdth
<br />(See Sheet 11 ___
<br />The PI ' Or As Directed By The Engineer Q
<br />r ( For Concrete Pavement Jofnf
<br />=
<br />PaHerne, See 'fNSET' RW J
<br />_--_
<br />Open Joints 0 /0'Ctrs.:
<br />Very 51h Joint shall le
<br />ot
<br />DfNe-y To Be conelled As Called Far In
<br />The Plans Or As Di -voted By The Engineer,' ,!
<br />Conorete Turnout-
<br />/
<br />J°'nt
<br />JOINT PATTERN WHEN CONCRETE DRIVE C6WSTRUCTED
<br />INSET
<br />PLAN C
<br />TURNOUT WITHOUT SIDEWALK
<br />Dleianoe Between Conneofiass V. Sae "Skshb
<br />Illustrating Dermitiord and General Note No, 3.
<br />DrNbwoy Width t WISiree/R/W
<br />_
<br />- T
<br />1" Cox Swk. f See Sheet 1) 4° Gox. $dice .�
<br />Transition Fal/ Ta
<br />v ` 4" Cara. Swk.
<br />-�? Varies
<br />Imo' 3' GVrb From Zero Hei➢ht P.f
<br />End of All Curb And Gutter ComstnzNon Except
<br />Poen Jolnie 0 !D'Cirs,h
<br />lit
<br />r3'Min. Jo
<br />Who, Connecifna Ex11 Curb And Gutter. 4
<br />8ae1 Of Sidewalk �' Every SM Joint stall be ¢"
<br />DriSo. hoot !W1 ¢ -
<br />(See Shoot i)
<br />Public Sldewalk Curb Ra p
<br />Refer To index Na.
<br />- I
<br />310 r 9" Cona Swk
<br />(Exo nple Pnryl
<br />`�
<br />�" joint 5,
<br />¢" Join \
<br />L
<br />¢ joint
<br />Beck Of Sidewalk '. Full Height Curb tenon, Voyles:
<br />*
<br />�-
<br />K _ 2M. Bead L1.11. Of Public S/dewlik Lvrb Romps - See Index No. 304.
<br />3'Mrn. Bac.t O/ Sidewalk In be Df FUNin Sidewalk Curb Ramps.
<br />oce
<br />"Joint ��� \ A, Reyvlrod F°r Connomini To £xlsfing Curb. r`
<br />Utility Strip
<br />WO/p
<br />1
<br />10, or Crevler 15
<br />-6" Cox. Drhewoy And '', Flere Point.
<br />i 6" C Driveway
<br />Antl St,e 1k \
<br />/
<br />,yam Q Sldewalk \ , utility strip
<br />join \ `\
<br />✓ \ti -Flare Po1nt
<br />Slderlreat Edge ar 1- ment Eatensiun tinc
<br />f FUture Edge Of Perement Where Awrlon),
<br />a°}\,
<br />t-- Less than 10'
<br />/r
<br />�° Jatoo t
<br />j'
<br />In Ah Adopted Five Year Tr 4.,tmian Pten I.
<br />Yories f To SUH Distaiae
<br />-- -'}'
<br />Radius Polar j
<br />Drop od Allowed Within lde TAeae Ltmlts Except
<br />� As For 1'ubilc Sldewalk Curb Ramps Shown
<br />DropLore Width V lee) Between Connections 'D 1
<br />But Not Leas TAcm 6'
<br />�1-
<br />Drap Curb fWidM 4m-iesl
<br />-I
<br />.Required
<br />On Index No. 3OP,�
<br />!
<br />� J -
<br />I � Corner Clearoxe (Cf. See Gerterat Note No. J.
<br />PLAN B
<br />PLAN A
<br />TURNOUT WITH SIDEWALK AND
<br />TURNOUT WiTH SIDEWALK AND
<br />UTILITY STRIP (KPOR GREATER)
<br />UTILITY STRIP (LESS THAN V)
<br />Fmh"fe&r S'EDAL MGM FOR URBAN FLARED TtMW S
<br />DESBW MITES FOR U MAN FLARED TURMII/75
<br />All ¢° flats shell be 000shulted WIM preformed joint finer. 1. O,N mby 6° mxrete pavement end atop curb shall meet the ,00terfol
<br />6. Department -,we- of pavement stall extend out to Me right of
<br />/. Driv-0. loannnted pa 'AWerse Appllual-'- thee, with z The a onba, tared driveways on this index rrwy not auarturrodle
<br />.4 conenn than requtrobomte of Seaflons SPE and SW respectively
<br />way ar 2' b ok of sidewalk, whlchever dibi-, ess is l.
<br />slopes it& inn awe, orerfbh➢ died for represenbflve vehicles with low bedappendage s, low onder0,rrioge or law feature,.
<br />+k I' Op.joints placed of idol ! 2O' max.1 fnlarvo/s for of Me FOOT Sfindad SpetB/mfions. The drNeWay fourlda!lan atafl
<br />slanood lwaeenger vehicles tinder N/ry loaded cadit/arrs; ar, Where soy; vehicles are dent^rn vehfcles d Newnys are to have alto
<br />drNeways Duet 20' w/de. Jalnis in wrb and prlter M meet the requirement of 5ulmtile 522.1.
<br />T. Tha .1domrlce one Merohtn of highway lr➢mtm, traffic eignls.
<br />those w!M s/a➢es itaf can aaxtr dfNers who ore /eavfrq She specific fora desiprs or LMagory ffideslpns.
<br />mold, jointe fA drNewoya.
<br />aesacioled equipmd, and oMer necessary devices stuff be the
<br />repcepy to slow or ,wise m the extent that traffic deved
<br />2 For defalla a1 drop wrD had public sidewalk orb romps refer k
<br />raspansiblllty of a pub/to ppenBy,
<br />rot-. will be Impeded. 3. When speafftc flare type orNowoys are M be harsh acted, the type
<br />o Wnen p°nneo I. to eti,an,ot pure and goiter neatens, /rrdexes Nut. 300 oM 30t raspedNe'v.
<br />shill be desl➢hah d In the plops uelrq the paslgned vtpM--rb
<br />the no drop av/rb limit, should extend bock to the
<br />a All povement m A11 gs on the Stare hlo ys, incNMllp acceleration
<br />Drryew%fi indlcoted as MoIgcool Ap, ications'are. those With des/➢natter.
<br />erdesheef real. purr. With or without pop, and g t er, J. Where turruuts are con frocfed within -enng wrb end gutter the
<br />no drNewoy s1W1d encioarh on the miner radius. exlsflM w,b and wafer still be reproved either to the neared) joint
<br />end deceteraHon lone morklrrgs, and signing installed for the Memnon
<br />of Me Sbte high-/ shill be-hdoln_M by the Department.
<br />stapes Nat pun muse overhang drop for ropr000ntott" standard
<br />the
<br />ppssenaer vehicles aver (illy Jcadad corditipne wAen Ma
<br />pose nce
<br />beyond 161 flare point or Ja line axon lllne w romainnra esatron r,
<br />a DrIleweys IV mncrefe 1 shall be of a uniform width (W; lass Utah 5' "V, earl, drop wrb wrefrocied In azardboor wFill titles
<br />9. Alt sIlAft oM morking !rnsralled for the operation of the mnaectlon
<br />d rNo is tilted an the tar side of Fully s ere,
<br />m the right of wq /lee. Abs. land L
<br />reulh be stop Lars rod stop signs for the connection) shall be Iha
<br />ys
<br />{Z •f Mfn.. Nay be reduced M 3'Mhr. In restricted condiifons 4. Cost for praformetl Joint Filler shot/k, ! in the Met for the
<br />rev/ nrlbroly of Me pe-mI I.
<br />°s 'liner) ra are thane with
<br />Dtop. Icon
<br />thiced
<br />when approved by Me Engineer. mnaete paremenf 1onncrete sidewalk, 6" thick).
<br />p. Tuldnvol will be paid for under the mntrxt unN price for Concrete
<br />lch, o
<br />ft red represenmrire standard
<br />slopes Nat inn resold cthee.
<br />Alpha-mrpmrfa Idantffioat/on of a flared driveway rye, 5. For luntoots with rolal rehrms see the requirements under the
<br />"Summary "General
<br />Sldewalk f 6° Thick). SY.
<br />told,
<br />paxtanger rehPolse and tMse that Dan amomnwda/e
<br />r.pre Wt,. stance d frocks, vans, buses and t oreatforml
<br />apacN/mlry rolled for In Me plate, are sheets 3 and 1. m Geometric leequlramenre For T.,bote". Me
<br />tiaras", ibe detafm of "Rom" Tumad CasfrcaFiOn' and the debll of
<br />11. All sldework auM es -7ng d'ryewoys whin a ems slope shown
<br />In M!a index b be 0.02 slat) be 0.02 Naxf ho-
<br />vehicles oprdll g order .-I crave and superelevan.
<br />mrdR/ons.
<br />'Llmirs Of Clearly q & Grubbing. Stahl/ll1/hm And Base At /Mersecffons'.
<br />Nile, See &Reel I for WENERAL An W
<br />URBAN FLARED TURNOUTS
<br />Q A CCI F_
<br />A
<br />I
<br />HOLD D
<br />FRP 2"
<br />5'xl
<br />5%8'X12" MIN CC
<br />BALLAST AS RE
<br />BY MANUFA- I _.. .
<br />. d • -4.- - - 4:.1
<br />• ' a '•TACTILE SURFAC�. -d • d ♦ ?I.
<br />• d - • ♦ .� - . d - - i. ••. -• -d
<br />.. -. - -• '. .OS - - ♦- i- 'mod •
<br />A. O♦O.O B 0 0 0 0 0.O 0 0 -
<br />- ...A' • d♦♦ _ _ - • jr�
<br />o 0 0 • o o d o o » o J 4 ♦ ' d -•' i • •. ' - - , .. - -
<br />000
<br />AG . - - 0000000�ODOOOOOAo6Ob000 - - -♦ .. - _ A' - A
<br />d d ♦� • . . -.. od°oao 000000000000000°0 0 •: n : • .
<br />PARKING LOT/TRAVELWAY
<br />6' I 5' STD I 6'
<br />44 MIN
<br />CURB RAMP DETECTABLE WARNING SURFACES SHALL EXTEND THE FULL WIDTH OF
<br />THE RAMP AND IN THE DIRECTION OF TRAVEL 24" FROM THE BACK OF CURB.
<br />DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING A
<br />TRUNCATED DOME PATTERN IN CONFORMANCE WITH U.S. DEPARTMENT OF JUSTICE
<br />A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES,
<br />SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS.
<br />12:1 SLOPE 12-1 SLOP.�
<br />%4
<br />SECTION AA
<br />HANDICAPPED RAMP
<br />HC-RAMP4.DWG 2/04/05 NTS
<br />1. PAVEMENT NEXT TO CURB
<br />EXTEND BASE TO FACE OF CURB, EXTEND SUB -GRADE TO 6"
<br />BEHIND BACK OF CURB
<br />2. PAVEMENT WITH NO CURB
<br />EXTEND BASE 6" BEYOND EDGE OF ASHPALT, EXTEND
<br />SUB -GRADE 12" BEYOND EDGE OF ASPHALT
<br />BASE EXTENSIONS
<br />Driveway Width (W) �,
<br />IS,, Sheet 11 ` Rn, or Easement
<br />- - - - -I - -I---
<br />-�-- F
<br />Qi0
<br />b
<br />utility Strip
<br />j o
<br />m I.t 6° Candela OFIV`_
<br />And Side Wotk �
<br />(0-4')
<br />1. 6' 1,, 4'
<br />Curb
<br />PLAN
<br />NODIFICATMNS OF 'ADVERSE' AND 'MAJONAL' APPLICATKMIS
<br />4' 5'SldeWalk 2'
<br />-� ~ _ o
<br />G 24
<br />0-04
<br />5'Sidewalk 2'
<br />3` 5'Sidewalk 3'
<br />'mil'
<br />0.02
<br />4'A
<br />6' _I. 4'G
<br />0.02_
<br />4't1
<br />G3
<br />G/3
<br />GP3
<br />D.oar---------
<br />7'
<br />3'
<br />2' 5'Sidewo1k 3'
<br />2' 5'Sldrwalk
<br />�0.02
<br />7'
<br />4' 4
<br />0.02
<br />. GE
<br />0.02
<br />_1.0_088-_0-02
<br />0.04 _I __
<br />f 5'Sidewotk
<br />6'
<br />4'
<br />6'
<br />4'1,
<br />GI
<br />---
<br />Gn-------
<br />7' _I_L' _I 2' 5'5idewa/k 2'
<br />5' .} 4',1 5' sin
<br />0.02 0.02 _ 1 -099 - 0.02
<br />r- 0099-------- r --------'
<br />E E
<br />NI Nn
<br />3' 5'Side /k 2'
<br />61 4'o y
<br />4'
<br />I
<br />o_I 0.02 I
<br />-
<br />2' 5'Sidewalk 3'
<br />I p•02 I
<br />_ET
<br />P SEW
<br />ONT VIEW
<br />I"
<br />ADVERSE* AND MARONAL* SECTIONS AWFIED
<br />-ADVERSE*
<br />ACHIEVE GENERAL APPUCArM
<br />ADVERSE* SECTWS NWFIED TO
<br />ACHIEVE AL APPLICATION
<br />* See 'DESIGN NOTES FOR URBAN FLARED TURNOUTS' On Sheet 2
<br />A May Be Reduced To .3'AU.. In Restricted CorMltfons When Approved
<br />By The Engineer. DepthLe. Than 3' Aflowobte Only Under Findings
<br />Of lnfrgsnbNtry.
<br />SIDEWALK AWACENT TO CURB SIDEWALK WffH U77UTY STiNP ON 0.012 SLOPE SIDEWALK WITH UTILITY STRP ON 0.04 SLOPE
<br />2008 FDOT Design Star
<br />MODIFICATIONS TO ADVERSE AND MARGINAL SECTIONS - ® TURNOUTS
<br />m
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