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COVERSHT.DGN 5111201B 1 PA LM BEACH COUNTY TYPICALS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRICS APRIL 2018 INDEX OF SHEETS SHEET NO. 7. SINGLE TURN LANES INTERSECTION AND DROP TURN LANE DETAIL 1. KEY SHEET 8. EXPANDED INTERSECTION & CROSSWALK DETAIL 2. GENERAL NOTES 9. ROUNDABOUT 3 . TURN LANE GEOMETRICS & APPROACH STRIPING 10. SIGN PLACEMENT 4. OTHER LANE DETAILS W /PAVED SHOULDER 11 . STREET NAME SIGN WITH STOP SIGN 5. R. P.M . PLACEMENT DETAILS 12 . F.D.P. PLACEMENT DETAILS & DIRECTIONA L ISLAND 6. ROAD SPEED H UMP DETAILS NOTE: FOR LANE LAYOUT AND RIGHT-OF-WAY REQUIREMENTS ON STANDARD SECTIONS AND EXPANDED INTERSECTIONS SEE ROADWAY PRODUCTION PALM BEACH COUNTY THOROUGHFARE ROADS TYPICAL SECTIONS NO.T-P-18

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Page 1: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

COVERSHT.DGN 5111201 B 1 ~:04 :44 AM

PA LM BEACH COUNTY TYPICALS FOR

PAVEMENT MARKINGS, SIGNING & GEOMETRICS

APRIL 2018

INDEX OF SHEETS

SHEET NO. 7. SINGLE TURN LANES INTERSECTION AND DROP TURN LANE DETAIL

1. KEY SHEET 8. EXPANDED INTERSECTION & CROSSWALK DETAIL

2. GENERAL NOTES 9. ROUNDABOUT

3 . TURN LANE GEOMETRICS & APPROACH STRIPING 10. SIGN PLACEMENT

4 . OTHER LANE DETAILS W /PAVED SHOULDER 11 . STREET NAME SIGN WITH STOP SIGN

5. R.P.M. PLACEMENT DETAILS 12 . F.D.P. PLACEMENT DETAILS & DIRECTIONA L ISLAND

6. ROAD SPEED HUMP DETAILS

NOTE: FOR LA N E LAYOUT AND RIGHT-OF-WAY REQUIREMENTS ON STANDARD SECTIONS AND EXPANDED INTERSECTIONS SEE ROADWAY PRODUCTION PALM BEACH COUNTY THOROUGHFARE ROADS TYPICAL SECTIONS

NO.T-P-18

Page 2: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

GENERAL NOTES:

1. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA DEPT. OF TRANSPORTATION (F.D.O.T.) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SEE SECTION 711 . MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, ON AL~ COUNTY MAINTAINED ROADWAYS.

2. EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION IF THE EXISTING PAVEMENT MARKINGS ARE INCONSISTENT WITH THOSE PROPOSED YNLESS OTHERWISE APPROVED BY PALM BEACH COUNTY TRA~'"FIC ENGINEER.

3. THERMOPLASTIC SHALL BE USED UNLESS OTHERWISE APPROVED BY PALM BEACH COUNTY TRAFFIC ENGINEER.

4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WiTH THE SAME MATERi AL USED AT THE TRANSITION, CONSTRUCTED FOR A DISTANCE (X), (SEE CHART 1, SHEET .3) TO CONFORM W.TH EXISTING ROADWAY DESIGN AS APPROVED BY PALM BEACH COUNTY TRA!'FIC ENGINEER.

5. SPEED EQUALS POSTED SPEED IN M.P.H. OR DESIGN SPEED, WHICHEVER IS GREATER.

6. DIMENSIONS AND G~OMETRIC LAYOUTS INDICATED IN THIS DOCUMENT REPRESENT MINIMUM REQUIREMENTS AND DO NOT SUPERSEDE THE NEED FOR FURTHER ENGINEERING DESIGN TO MEET THE NEEDS OF SPECIFIC PROJECTS.

7. PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M.U.T.C.D. & F.D.O.T. ROADWAY & TRAFFIC DESIGN STANDARDS (LATEST EDITION), HOWEVER, WHERE CONFUCTS EXIST, THIS TYPICAL SHALL TAKE PRECEDENT OVER F.D.O. T. STANDARD SPECIFICATIONS.

8. ALL EXISTING ABOVE GROUND UTILITIES AND ANY OBJECTS Vv1THIN THE RIGHT -OF -WAY OR RECOVERY AREA, WHICHEVER IS GREATER (WITHIN THE LIMITS OF CONSTRUCTION), SHALL BE SHOWN ON THE PAVEMENT MARKING PLANS.

9. DESIGN SPEED SHALL BE SHOWN ON PLANS.

10. TRANSITION FROM PAVED SHOULDER TO EXISTING PAVEMENT EDGE SHALL BE 30:1 MIN.

11.1F EXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATIBLE Vv1TH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK.

12. DISTANCE BETWEEN STOP BAR AND CROSSWALK SHALL BE A MINIMUM OF 4 FEET.

13. ANY PAVEMENT WIDENING, TURNOUTS AND STREET IMPROVEMENTS WITHIN DISTANCE (X) (SEE CHART 1, SHEET 3), SHALL BE SHOWN ON PLANS.

14. 2' PAVED SHOULDERS SHALL BE USED ON NON-PLAN COLLECTOR AND NON- THOROUGHFARE ROADWAYS. 4' PAVED SHOULDERS SHALL BE USED ON THOROUGHFARE ROADWAYS UNLESS OTHERWISE SHOWN IN ROADWAY PRODUCTION TYPICAL SECTIONS.

15. THERMOPLASTIC SHALL NOT BE INSTALLED ON ROADWAY UNTIL FOURTEEN CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS BEEN COMPLETED, UNLESS OTHERWiSE SPECIFiED BY PALM BEACH COUNTY TRAFFIC ENGINEER.

16. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 300 MINICANDELAS AT INSTALLATION.

17. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6" Vv1DE, UNLESS OTHERVvlSE NOTED, PER F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS OR PALM BEACH COUNTY DESIGN STANDARDS .

18. IF THE PROPOSED TRANSITION FALLS Vv1THIN DISTANCE (X) (SEE CHART 1, PAGE 2), OF AN EXISTING TURN LANE TRANSITION, THEN THE AREA BETWEEN TRANSITIONS SHALL BE CONSTRUCTED AS A CONTINUOUS WIDENED SECTION, FOR GEOMETRIC CONTINUITY.

19. VARiATIONS FROM THIS STANDARD SHALL BE APPROVED BY PALM BEACH COUNTY TRAFFIC ENGINEER.

20. DRAWINGS SHALL BE SUBMITTED EITHER IN 1"=20', 1"=30' OR 1"=40' SCALE.

21. ALL PAVEMENT MARKINGS SHALL BE SHOWN TO SCALE ON THE PLANS.

22. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY PALM BEACH COUNTY TRAFFIC ENGINEER BEFORE INSTALLATION.

2.3. ALL MARKERS SHALL BE CLASS "B" AS PER F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SECTION 706.

24. ~ SHOWS TRAFFIC FLOW. NOT A PAVEMENT MARKING.

25. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES Vv1TH SPEED AS SHOWN ON THIS TYPICAL. (SHEET 5)

26.REFLECTORS SHALL BE EQUALLY SPACED BETWEEN POINTS A AND B BUT NO MORE THAN 12" APART. (SHEET 5)

27. EPOXY OR BITUMINOUS SHALL BE USED WHEN INSTALLING R.P.M.'S ON CONCRETE OR ASPHALT PAVEMENT. THERMOPLASTIC MAY BE USED TO SET R.P.M'S ON ASPHALT PAVEMENT ONLY.

28. R.P.M 'S SHALL BE PLACED 1" (ONE INCH) TO THE LEFT OR RIGHT OF LINE.

29. '0' OR 'F.D.P: DENOTES FLEXIB:..E DELINEATOR POST.

30. ALL PAVEMENT MARKING MATERIAL S"!ALL BE ON THE APPROVED FLORIDA DEPARTMENT OF TRANSPORTATION "QUALITY PRODUCTS LIST" (QPL) AND APPROVED BY P.B.C. TRAFFIC ENGINEER, BEFORE INSTALLATION ON COUNTY ROADWAYS.

31. ALL REMOVAL OF PAVEMENT MESSAGES AND ARROWS SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER DISCERNIBLE. METHOD OF REMOVAL SHALL BE APPROVED BY PALM BEACH COUNTY TRAFFIC ENGINEER.

PMT_02.DGN 512/2018 8::0:37 AM

.32. WHEN TRAFFIC EXCEEDS 75 VEHICLES PER HOUR FOR RIGHT TURNS OR 30 VEHICLES PER HOUR FOR LEFT TURNS, THE TURN LANES SHALL BE CONSTRUCTED AS PER SHEET 3 OF 12.

3.3. FOR SIGN SIZES REFER TO TABLES 28-1 AND 2C-2 OF THE MAN:.JAL ON UNIFORM TRAFFIC CONTROL DEVICES.

.34. PAVER STONE SHALL CONFORM WITH PALM BEACH COUNTY LAND DEVELOPMENT DESIGN STANDARDS WITH THE FOLLOWING EXCEPTIONS:

UNDER II MATERIAL 2.1 # A.3. THE COLORING SHALL CONFORM WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE COt'\STRUCTION (LATEST EDITION SECTION 971-1.6)

AS AN OPTION: STAMARK COLD PLASTIC SERIES 390 WAFFLE TAPE OR APPROVED EQUAL MAY BE USED ON PAVER STONE. EPOXY PAIN T MAY BE USED AS ALTERNATE.

GLASS SPHERES SHALL MEET THE REQUIREMENTS OF SECTIONS 971-1 AND 971-2 WITH THE RETROREFLECTIVITY TO BE NOT LESS THAN 300 MILLICANDELAS.

WIHEN HEADER CURB IS USED TO OUTLINE A CROSSWALK THE CURB SHALL BE OF WIHITE CONCRETE WITH GLASS SPHERES OR WHITE WAFFLE TAPE.

THE PAVER STONE SHALL BE PRE-APPROVED BY PALM BEACH COUNTY TRAFFIC ENGINEER PRIOR TO THE INSTALLATION.

NO PAVER STONE SHALL BE CONSTRUCTED WITHIN PALM BEACH COUNTY RIGHT OF WAY UNLESS PERMITiED BY THE COUNTY ENGINEER AND THE OWNERS ENTER INTO A REMOVAL AGREEMENT WITH THE COUNTY (LAND DEVELOPMENT DIVISION). PAVER STONE WILL NOT BE PERMITTED FOR SIDEWALK CONSTRUCTiON.

FOR PAVER STONE INSTALLATION ON COUNTY THOROUGHFARE ROAD RIGHT OF WAY REFER TO PPM ED-0-015 (LAND DEVELOPMENT DIVISION).

FOR PRIVATE SUBDIVISIONS THAT ARE EXPECTED TO HAVE A TRAFFIC SIGNAL, NO PAVER STONE SHALL BE CONSTRUCTED 60' FROM RIGHT OF WAY ON OUTGOING LANE(S). INCOMING ROADWAY PAVER STONE MAY START AT THE RIGHT OF WAY LINE. BEFORE INSTALLATION OF THE TRAFFIC SIGNAL THE HOME OWNER ASSOCIATION WILL BE REQUIRED TO REMOVE THE PAVER STONES.

35. FOR BICYCLE MARKINGS SEE FLORIDA GREEN BOOK CHAPTER 9 AND FDOT INDEX 17347. 36. ALL SIGNS SHALL BE DIAMOND GRADE REFLECTIVE SHEETING.

.37. TRANSITION RATES AT THE INTERSECTION APPROACHES SHALL BE: 30: 1 FOR ~ 40 MPH 45: 1 FOR 45 MPH

STRIPING KE Y

K

L

M

N

= 6" DOUBLE YELLOW

= 6" SKIP YELLOW TYP (10'-30')

= 6" SKIP YELLOW TYP (6' -1 0')

= 6" SKIP YELLOW TYP (2' -4')

A = 6" SOLID WHITE

B = 8" SOLID WHITE

C = 12" SOLID WHITE

D = 18" SOLID WHITE

E = 24" SOLID WHITE p = RPM BI-DIRECTIONAL AMBER/AMBER

F = 6" SKIP WHITE TYP (10'-30')

G = 6" SKIP WHITE TYP {6'-10')

H = 6" SKIP WHITE TYP (2' -4')

l = 6" SOLID YELLOW

J = 18" SOLID YELLOW

NO. DA1'E

I

REVISIONS

R = FOP WHITE

S = FOP YELLOW

T = RPM BI-DIRECTIONAL WHITE/RED

U = RPM Bi-DIRECTIONAL RED /YELLOW

I

1 BY P.PP.

PALM BEACH COUNTY, F'I..ORIDA

TRAFFIC DIVISION TYPICAL

-- NAME DATE SCALE !CONTRACT NO.

DRAWN BY EL 0!1/ J0/ 16 N.T.S TRACE:O BY

CI-ECKE:J BY

DRAWING T-P-18

SHEET _2_ Of

I

Sl-EETS

Page 3: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

I

I I

'

<SEE NOTE 10. SHEET 1 l <MIN. 30:1 AT 40 MPH OR LESS> i <BELOW> ~·, (MIN. 4 5: 1 AT 4 5 MPH l 1 :J •

30:1 SHOULDER TAPER------·~~.·-----------TRA!>ISITION~SPEED X OFFSET 'A' -----------~30'-o"-1-------80'-0" MIN.------1------TURN LANE SiORAGE <SEE CHART# 3>~

I :r:: I

uo

~PAVED SHOULDER ~PAVED SHOULDER ~:

--

~~· SIDE f>TREET

~

1

_ _ ~ _ f-25' 0"1 f 100' MAX----::

"'"~-- ~- ~ ;--®~ ~ 40'-0"R _/

PAVED SHOULDER~ <SEE NOTE • 14 SHEET 1l

30'-o"R

' 1-----------150' -0" VAR IES-------l'

SIDE STREET

~w~--------------------------~--50'~"--~-----------l~~~u~~~E~~W~E~~ ; -----------~-----0~R_I_V_E_U~Y30: 1 ~OOL~RnPER1 : I (MIN. 45:1 AT 45 MPH) <SEE NOTE 10. SHEET 1)

t------------130'----------...j ~ OFFSE

1T 'A' i _,--PAVED SHOULDER

• r-{jjJ / SEE CHART # 1

l-------1--------------- 180' 0"--------------l

PAVED SHOULDER~ <SEE NOTE • 14 SHEET 1l

1------------DISTANCE <X 1--------\_L__

TRANSITION=SPEED X OFFSET ' A' 1-------------~~~1~: ~~;11 N :os ~~~)OR LESSl-----------..J-------30: 1 SHOULDER TAPER---------1

( SEE NOTE 1 O, SHEET 1 l

CHART #1 CHART #3 LENGTHS OF APPROACH STRIPING <FT .l

SINGLE TURN LANE STORAGE (MIN. - FTl ALL PAVEMENT MARKING & R.P.M.'S SHALLI-----__:::.:~.=T_U.:..R.::N:..:IN:..:G.:..V.::E:..:H:...:IC.::L_E.::S.:...::PE:..:R~H.::O.:..UR..:.:.::::..::.._:......:...:.__ __ --j BE REDONE OR BROUGHT UP TO PRESENTr--~~,--~~~~~~~~~~~.--.--.-~ ST Af>JDARDS. MPH 30·60 61·90 91·120 12H50 151-180 181·210 211-240 241-270 271-300 >301

SPEED 30 35 40 45 50

DISTANCE <XWT.l 500 550 600 700 800

CHART #2

DISTANCE BETWEEN

CROSS HATCHED LiNES

POSTED SPEED

LIMIT <M.P .H.l

_{ 30 _{ 40

45 > 50

PM' 03.DGN 511/2018 11:01:25 AM

DISTANCE (Z) <FT.l

10 20 30 40

55

50

45

40

35

DUAL

MPH

55

50

45

40

35

365 390 415 440 465 490 515 540 565 590

300 325 350 375 400 425 450 4 75 500 525

280 :180 295 320 345 370 395 420 445 470

280 280 280 280 285 310 335 360 385 410

280 280 260 280 280 290 315 340 365 390

CHART #4 TURN LA'JE STORAGE (MIN.- FTl TURNING VEH'CLES PER HOUR

< 240 241-300 301-360 361-420 421-480 481-540 >541

490 515 540 565 590 615 665

450 450 475 500 525 550 600

450 450 450 450 470 495 545

450 450 450 450 450 450 485

450 450 450 450 450 450 465

NOTES: 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW.

2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZED.

J. ENTRY SPEED ASSUMED TO BE 5 MPH cESS THAN SPEED LIMIT:

STORAGE LENGTHS C.o!.CULATED UTILIZING FOOT INDEX 301.

4. ASSUMES UNIFORM ARRIV.o!.S WITH TOTAL QUEUE DISPERS.o!.

EVERY 2 MINUTES.

5. 6' - 10' WHITE SKIP LINE LENGTH • 180'.

6. USE OF SiNGLE LEFT TURN LANE FOR VOLUMES IN EXCESS OF 250

REQUIRES APPROVAL FROt.l THE DIRECTOR OF TRAFFIC ENGINEERING.

NOTES: 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' SHADOW.

2. APPciES TO RIGHT OR LEFi TURN LANES.

3. ENTRY SPEEC ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT:

STORAGE LENGTHS C.o!.CULATED UTILIZING FOOT INDEX 301.

4. ASSUt.tES UNIFORM ARRIV .o!.S WITH TOT .o!. QUEUE DISPERS.o!. EVERY

2 MINUTES, AT 95l LEVEL OF CONFIDENCE.

5. ASSUMES 50l - 50l LANE DISTRIBUTION.

6. 6'- 10' WHITE SKIP LINE LENGTH • 250'.

6" SOLID WHITE 8" SOLID WHITE

A B c D E F G H I J K L M N p

1 2" SOL I D WH ITE STRIPING KEY

R s T u

I

1 8 " SOL I D WH ITE 24" SOLI 0 WH lTE 6" SK I P WHITE TYP 6" SKIP WHlTE TYP 6" SKIP WHITE TYP 6" SOLID YELLOW 18" SOLID YELLOW 6" DOUBLE YELLOW 6" SKIP YELLOW TYP 6" SKIP YELLOW TYP 6" SKIP YELLOW TYP RPM BI-DIRECTIONAL FDP WHITE FOP YELLOW RPM BI-DIRECTIONAL RPM Bl DIRECTIONAL

( 10' -30') (6' -10') ( 2' -4')

( 1 0' -30' I ( 6' -1 0') < 2' -4' I AMBER/AMBER

WH I TE/RED RED/YELLOW

NO. DATE REVISIONS

l I PALM BEACH COUNTY. FLORIDA

I TRAFFIC DIVISION

I, TYPICAL

1 , /. TURN LANE GEOMETRICS

1 .J. 'I.JoL!.. a ~NO 1

f ~ ~PRO~Hc:..&lRIPit-JG

t·!;~~-~~K1 ~~~~~8i'~~~Jn~~~~L~ SENIOR PRCfES~ON"'- ENGINEER DEPUTY CM:Y EN!lNEER ~ ':>,r 1 ;::;;:::::::::: NAWE DATE SCALE CONTRACT NO.

I DRAWN BY CGT 4-16-2010 N. T .s :~:~o·:y ""'"'"" T-P-18

BY 1APP. SHEET 3 OF 12 SI-£ETS

\

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#1 RIGHT TURN LANE #2 EUROPEAN CROSSWALK & STOP BAR PLACEMENT

2 ' PAVED SHOULDER

NGTH !SEE CHART 3 & NOT

11' CENTER

(

10' INSIDE

12' OUiSIOE

I 25'-0" 100'-0" MAX 15'-0"

~ ' ... ;. ... ;. ' ..... 4' MIN SHOULDER

EUROPEAN SCHOOL CROSSWALK !SEE DETAIL ON SHEET 8 OF 121

I NOTE:

TYP . IHAND!CAP OR WHEELCHA IR ACCESS RAMPS DICTATE TYPICAL CROSSWALK PLACEMENT

. ~~A~~~~~Lf~8si~A~~~Ni~t~~o SHOULDER INTERSECTIONS .

FOR DISTANCE ' Z' SEE CHART 2 ON SHEET _,.1 ~· ... ~·

#4 LEFT TURN LANE #5 TAPER ACROSS SIDE STREET OR MAJOR DRIVEWAY

CHART # 3 f-•z•--j

. . .. . ~ .. .. ·. .·.

[]

50'

180' 1 ' 1 00' MA

Shadow le n g th' s shall be 100 feet at a ll dua l left applications, with 250' of &'-1 0' skips.

#7 "U-TURN" TYPICAL DETAIL. FOR U-TURN DIMENSIONS ON ULTIMATE 4 LANE DIVIDED ROADWAY

1-·z·--l 30"

I ,15' I' 100 '

SHOULDER

STORAGE LENGTH !SEE CHART 3 SHEET 2 I

#1 0 TWO WAY LEFT TURN LANE (SCHEME ONE)

I. 100'MIN I 15~K - G .. 1. 50' ' I 12' I 150' TO 300' BASED ON I '"'"·-t---=.,.-'-----'C®-•+-oA•..-----'L____:::__=-=--___/v\-"--@---+: ___ __,•!; l ~SIDE ~RE 0

PMT_04.DGN 51112018 10:59:23 AM

.. · ... . .. ...

100'

SIDE STREET OR COMMERCIAL DRIVEWAY

EDGE OF PAVEMENT

.. · .· .. ·

SHOULDER

NO. DATE

#3 YIELD SIGN PLACEMENT

~

E

STANDARD CROSSWALK

~ ~I

~SHOULDER #6 TYPICAL TURN LANE ARROW

100 FT MAXIMUM DISTANCE BETWEEN ARROWS LEFT AND RIGHT TURN LANES

#8 CONTRAST MARKI NG S

10' WHITE SKIP WITH BLACK CO~TRAST.

WITH JO' GAPS 1 112 ~ BLACK CONTRAST

.c--30'. 30~ 30' .16". 19. ~~· \d· ~d · ~~.T ;a'· T

CONTRAST MARKINGS SHALL BE USED FOR SKIP MARKING ON CONCRETE OR AS DIRECTED BY THE COUNTY ENGINEER.

STRIPING KEY

A= 6" SOLID WHITE B = B" SOLID WHITE C = 12" SOLID WHITE 0 = 18" SOLID WHITE E = 24 " SOLID WHITE F = 6" SKIP WHITE TYP 110'-30' I G = 6" SKIP WHI TE TYP 16'-10' l H = 6" SKIP WHITE TYP I 2' -4 ' l I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLCW L = 6" SKIP YELLOW TYP 110'-30 ' l M = 6" SKIP YELLOW TYP 16"-10 ' l N = 6" SK I P YELL OW TYP I 2 ' -4' I P = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE S = FDP YELLOW T =RPM BI-DIRECTIONAL WHITE/RED U =RPM BI-DIRECTIONAL RED/YELLOW

REVISIONS BY APP.

#9 TYPICAL U-TURN ARROW

4 ' -5"

- = "' I

~

100 FT MAXIMUM DISTANCE BETWEEN ARROWS U- TURN LANES

PALM BEACH COUNTY, FLORIDA

TRAFFIC DIVISION

T-P-18 4 OF' 12 SI-£ETS

3118

Page 5: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

#1 THERMOPLASTIC GORE #2 THERMOPLASTIC ISLAND #3 EDGE OF PAVEMENT CROSSHATCH #4 GRASS MEDIAN WITH CROSSHATCH

f # 5 RAISED MEDIAN WITH TAPERED NOSE

# 6 RAISED MEDIAN WITH CROSSHATCH # 7 RAISED CHANNELIZED RIGHT TURN LANE ISLAND #a REFLECTIVE PAVEMENT MARKER PLACEMENT

GUTTER

SEE NO TE 26. SHEET 1

# 9 RIGHT TURN LANE WITH PAVED SHOULDER # 10THERMOPLASTIC MEDIAN AT INTERSECTION

0::-\'\.,.T @J ®--! -~ ~

# 13 RAISED MEDIAN- CHANNELIZED LEFT TURN/DIVIDED ROADWAY

A

GAP6 CONC. SEPARATOR_/

ISLAND NOTE:

ioENOTES DIRECT ION Or FACE OF REFLECTIVE PAVEMENT MARKER. f PAVEMENT MARKERS SliALL BE PLACED ON TOP OF AU. SIDES OF CONCRETE iSLAND 12" APART

R6-1 MAY BE ADJUSTED AS NEEDED FOR ALIGNMENT. PMT_OS.DGN 51312018 6:53:17 AM

SEE NOTE 26. SHEET

40' RADIUS

# 14 GRASS MEDIAN

iSEE NOTE It 26 SHEET 1)

STRIPING KEY

A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE 0 = 18" SOLID WHI TE E = 2•" SOLID WHITE F - 6" SKIP WHITE TYP 1 10 '-30' 1 G- 6" SKIP WHITE ":' YP (6 ' -10') M = s• SKIP WH:TE TYP (2'-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUB~E YELLOW L = 6., S~ l P YELLOW 7YP C 1 0' -30' 1 M = 6"' SKIP YELLOW TYP C6'-10' 1 N = 6 .. SKIP YELLOW TYP <2'-oll' J P =RPM BI-DIRECTIONAL AMBER/A~BER

R = FOP WHITE

S = FOP YELLOW "':' = RPN 8!-0lRE.CTIONAL WHITE/RED U =RPM BI-DIRECTIONAL REO/YELLOW

!SEE NOTE II 26 SHEET 2)

# 11 SKIP LINE WITH TWO WAY LEFT TURN

# 15 RAISED CONCRETE TRAFFIC SEPARATOR

I SEE NOTE it 26 SHEc:- 1)

NO. DATE

# 12 DOUBLE SOLID LINE

#16 RAISED MEDIAN WITH TAPERED NOSE

10 ' I 10'

(SEE NOTE# 26 SHEET 1)

REVISKJNS

40'

#17

LEFT FOR FUTURE USE

PALM BEACH COUNTY, FLORIDA

TRAFFIC DIVISION

TYPICAL

SHEET OF 12 St£ETS

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I

I

I i I

I

I I

SPEED HUMP (DUTCH DESIGN)

4 7" .t

:I 1:

15.7' 1 1 7.8' 1

SPEED HUMP PROFILE

39. 2'

15.7'

ROAD HUMP SIGNING & MARKING

39.2'

.........

I. 15. 7' .I 7. 8'

~

IIIE:·-·-·-C:S

.I

- ..........

15. 7' .I ~W17·1

I ~DENOTES TRAFFIC FLOW I

ROAD HUMP SIGNING & MARKINN~W13·1~ o._D

ONE SIGN EACH REOUIREO AT @"- I ~ ~ THE APPROACH TO A SERIES OF ROAD HU~PS i:e ~ ~ ~ CO <(

22' 00 150'

SEM INOLE SPEED HUMP ROAD HUMP PAVEMENT MARKINGS

VARIES

-

~ 6.0' 10. o' 6.0 '

22.0' ~ ____j 6' I. 1 o' .I 6' l-

~W17-1

I.T. E. SPEED HUMP

0 0.64 1.22 1.75 2.22 2.64 3.00 3.31 3.56 3.75 3.89 3.97 4.00" 0 0.56 1.07 1.53 1.94 2.31 2.63 2.89 3.11 3.28 3.40 3.48 3.50"

LEGEND: HEIGHT CROSSING SPEED

3.5" 20 MPH

Do..

ROAD HUMP SIGNING & MARKINI~W13-1

t±l~ ~ 6: 12 I fu[!) :;2

i ! I

i I

.q,

~i I I t<)

I I

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' 6" TYP

6.0'

COORDINATION WITH STREET GEOMETRY A THOROUGH ON-SITE ANALYSIS OF ROADWAY GEOMETRieS SHALL BE PERFORMED TO ENSURE THAT SPEED HUMPS WILL NOT BE INTRO­DUCED AT A CRITICAL POINT IN THE ROADWAY SYSTEM. E.G. A SEVERE COMBINATION OF HORIZONTAL. VERTICAL CURVATURE AND / OR STREET GRADIENT .

COORDINATION WITH TRAFFIC OPERATIO~S SPEED HUMPS SHALL NOT BE INSTALLED WITHIN 400' FT. OF A TRAFFIC SIGNAL OR STOP SIGN OR WITHIN AN INTERSECTION OR DRIVEWAY. MI~. DISTANCE BETWEEN ROAD HUMPS IS 400' AND THE MAXIMUM SHOULD BE BOO'. TO BE CONSTRUCTED ONLY WHEN APPROVED BY PALM BEACH COUNTY ENGINEER.

I 4" 15 MPH '

!

l I c ' ,I ~

12.0'

CONSTRUCTION PROCEDURES IT IS RECOMMENDED THAT A TEMPLATE BE CONSTRUCTED TO VERIFY THE ACCURACY OF THE HUMP PROFILE AND TO ENSURE THAT THE DESIRED VERTICAL DIMENSIONS ARE ATTAINED WITHIN REASONABLE TOLERANCES <NORMALLY ONE-HALF INCH OR LESS, PROVIDED THE HUMP DOES NOT EXCEED 4 INCHES!. IF THE PROFILE IS INCORRECT, HUMP CHARACTERISTICS WILL BE CHANGED THAT MIGHT IMPACT TRAFFIC SAFETY OR CREATE INEFFECTIVE SPEED CONTROL.

IT IS RECOMMENDED THAT THE ROAD SURFACE BE EXCAVATED AT TAPER ING EDGES TO PREVENT SPALLING.HUMPS MAY BE INSTALLED IN TWO LIFTS TO IMPROVE ACCURACY AND SHAPE.

I. 12' I

NO. OATE

I. . I ~r-----------------~-----~

0

2' SPACE\ .......... ~. <-'-< '• N

c .......... """""1-----+-----..L L--L---------------~----~

ONE 51 GN EACH REOU I RED AT THE APPROACH TO A SERIES OF ROAD HUNPS

100' I

PA:..M BEACH COU!\ITY, FLORIDA

TRAFFIC DIVISION TYPiCAL

-- NAioiE DATE SCALE !'CONTRACT NO.

N. T. S. DRAWN BY CCT 4-16-2010

I CRAVING TRACED BY 1

CHECKED BY T-P-18 REVISiONS BY APP. SHEET 6 Of 12 Sl-EETS

PMT_06.DGN 51112018 11.10.17 AM

Page 7: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

R/W CORNER CL /P

I /CHORD OF 40'

1

,,",,/ RADIUS CIRCLE

: " ' '

CHORD OF 40' R ( TYP. l

___________ __/;

-----------~----

' '

------------~

PMT_07.dgn 5/2/2018 10:29:36 AM

~ I

I

1'

~--

)~~ orDRIVEVI/AY

@TYP.

-~ 5'* PAVED SHOULDER

R3-5R R3-5F

A· ~-

R3-5R R3-5F

PAVED SHOULDER RIGHT TURN DROP LANE

~ SEE ROADWAY PRODUCTION THOROUGHFARE ROADS TYPICAL SECT ION FOR SHOULDER OR BIKE LANE WIDTH.

ALL APPROAC HES

NOTES:

0 .,.

I. FOR EX!CT CROSSWALK PL!CEMENT PLEASE SEE DETAiL

2 ON SHEET 4 OF THIS TYPICAL.

R3-5R R3-5F

50 ' RADIUS TYP.

NO. DATE REVISIONS

PALM BEACH CO~NTY, FLORIDA

TRA.FFIC DIVISION TYPICAL

Page 8: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

. . ~ .

I . -~ .

I

~ I .;·

I .· .. . ; .

R/W LINE~ . ·,

I

\

-' /1 ,' ®\ I

•, ' /,<:-·~· tl C)~

I \ "'

~ ,' \

.f 1:.:/ ,. \

®1

I I ~ ,~-: ~ ~

I

I R/W LINE~

I l ,_. ..

PMT_OB.DGN 5/1/2018 11:06:59 AM

TYP.

*

·.:-·:

CROSSWALK

r-------- ADDITIONAL BARS TO FILL

CENTER ALONG TRAFFIC LANE LINE. TYP.

SPACE TO CURB/RADIUS LINE WITH TYPICAL SPACING AS NEEDED.

CENTER BETWEEN TR AFFIC i..ANE LINES. TYP .

I I I I I I I I I I I 1111111~ 11' 11'' * 8'. 11' 11' 11' 11'

2~" STOP BAR

* VARIES - USE ROADWAY PRODUCTION THOROUGHFARE ROADS TYPICAL SECTION FOR DETAIL .

EUROPEAN SCHOOL CROSSWALK (IF SPECIFIED)

PALM BEACH COUNTY, FLORiDA

TRAFFIC DIVISION

T-P-18 REVISIONS BY APP. SHEET OF 12 Sl-EETS

Page 9: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

IADVANCE WARNING SIGN PLACEMENT

SPEED DISTANCE

:t

1 ® •I

I -u-

I I

30 100' I 35 175' I·

I:;: I ... 40 250' ...

45 300 ' j< I ... I ..

:· • .. :

LANDSCAPING REQUIRES SEPARATE PERMIT

.:··1 !':! ..

I I R.P. M. 'S

@ 2' APART .... I

.. I .'!

.;• I :-· .. 2.25' ... I

. :• . I

I • . ....c... .: ... 1

.. .. ® . ' I .:•

.·. I .. I

I " I • . .

I

:ji 1·.: ...

•.;·j II·>.··

I BO' I I

R.P.M. PLACEMENT DETAILS

PMT_09,dgn 51112018 11:17:05 AM

A-A

7

W2-6 WITH W13-1

®

( An~et l ~~ MODIFIED D-3 SIGN

ONE SIDED CSEE SHEET 9 FOR DETAILSJ

WI 9" UPPERCASE AND 6.75" LOWERCASE LETTER R1-2

®

RG-4 30"X24"

STRIPING KEY

W11-2 W1 6-7pL

- - --:- -. ~ -;- ~ .- -:- ~- - -:-:- ~ - -:- - - - - - :--.- - - - - - -----r

A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 2 4 " SOLID WH I TE

CTYP. WIDTHJ

.. ·. _; . ~

F = 6" SK IP WH!TE TYP <10'-30' I G = 6" SKIP WHITE TYP <6 ' -10' I H = 6" SKIP WHITE TYP < 2' -4' I I = 6" SOLI 0 YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP <10'-30' I M = 6" SKIP YELLOW TYP <6'-10' l N = 6" SKIP YELLOW TYP <2'-4' l P = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE S = FOP YELLOW T =RPM BI-DIRECTIONAL WHITE /RED U =RPM BI-DIRECTIONAL RED/YELLOW

NOTES: 1 .ALL PAVEMENT MARKINGS AND REFLECTIVE

PAVEMENT MARKERS SHALL BE IN ACCORDANCE WITH PALM BEACH COUN TY TYPI CAL DRAWING NO. T-P-18.

2-ROUNDABOUT RADII OF LESSER DIMENSIONS MAY BE ACCEPTED INSI DE SUBDIVISIONS

OF A 25' RADIUS CTYP. J(NON THOROUGHFARE ROADWAYS OF 40' RADIUS ( TYP. J (THOROUGHFARE ROADWAYS l

AS APPROVED BY THE TRAFFIC ~!VISION. ROUNDABOUTS SHALL ACCDMODATE THE PASSAGE OF EMERGENCY VEHICLES. NO CAL L BOXES. CARD READERS. OR GAT ES SHAL L BE INSTALLED ON ROUNDABOUTS . GUIDE LINES 8" {18"-18" }

30' 30'

23.75' 23.75' GRASS GRASS

3.SEE F.D.O.T. PLANS PREP. MANUAL FOR LIGHTING GUIDELIN ES . APPROVAL BY PALM BEACH COUNTY TRAFFIC ENGINEER IS REQUIRED PRIOR TO INSTALLATION. ILLUMINATION SHALL BE IN PLACE PRIOR TO OPENING OF THE ROUNDABOUT TO MOTORISTS

VARIES 5'

z• N •

~1=~~~~~~2~7.~~~~~~========~2~Y.::::==~==Ji~~~~~~~2~7.~~~~~~~t-~----~6~7.~_;~i6~7. ~====~ ~ 6" REINFORCED CONC. SHOULDER-==--------.J '<. :•.-.:·:•.<·· .<•.·. :·: . · :•.::,:.

W/ 6" X 6" •10 WIRE t.IESH

CURB TYPE RA PER FOOT INDEX JOO <TYP.l

SECTION A - A

NO. ~ATE REVISIONS

12" STABILIZED SUBBASE

1" TYPE S·111 ASPHALTIC CONCRETE 1112" TYPE S-1 ASPHAi.. TIC CONCRETE

8" LIMEROCK BASE DOUBLE COURSE

PALM BEACH COUNTY, FLORIDA

TRAFFIC DIVISION TYPICAL

ROUNDABOUT

T-P-18 BY APP. SHEET OF 12 SI-£E'!'S

Page 10: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

#1 SIGN SPECIFICATIONS: SIGN FACE - OIA~OND GRADE REFLECTIVE SHEETING SIZE - AS SHOWN COLOR - AS SHOWN HEIGHT - 7' ~EASUREO FROM BOTTO~ OF THE SIGN TO HEIGHT OF THE NEAR EDGE OF PAVENENT, OR TO TOP OF THE TRAFFIC SEPARATOR. THICKNESS (ALUMINUM! : .080 MILS THICKNESS IFIBER GLASS OR PLASTIC! : .120 MILS BOLTS:''e" x >,; W/ HEX NUTS, 2 IIA)N.l PER SIGN POSTS: SIGNS 9 SQUARE FEET AND LARGER SHALL BE DOUBLE POSTED,

24 "x48"

W1-7 BLACK ON YELLOW

24"x48"

W1-6 BLACK ON YELLOW

R1-1 WHITE ON REO

SPEED LIMIT

X X R2-1

BLACK ON WHITE LOCATION: 100' TO 200' FROM SIGNAL! ZED INTERSECT I ON AND AT 2640' 11/2 MILEl INCREMENTS.

.-------------------------------------------------------------------------------~

#2 CASE 1: Yellow baked enamel with nine 3 .. yellow r-eflectors. or yellow hiQh diamond or-ode sheetino without reflector-s.

I I

I 5'

~~1 10'

#4

.I

SIGN LOCATION

5'

CASE RED

AT DEAD END STREET

5'

3'

_j

CASE 2: Red boKed enorne I with nine 3'" r-ed r-eflectors.

PMi _10.dgn 511/2018 11:16:13 AM

CASE 2 (redl 4' CENTER TO CENTER

4' 4' 4' 4. •! •j• •j• •js j•

c L

I

I 7'

1 3'

__l

#5

S IGN LOCATION AT "T" INTERSECTION

CHANNEL POST

2' TO 6'

3'

___l

W1-7 with two CASE 1 ' s I yel I owl

R1-i

l POSTED STOPPING

i SPEED SIGHT DISTANCE

30 200'

35 250'

40 305'

; 45 360'

NO OBSTRUCTION TO THE STOP SIGN WITHIN STOPPING SIGHT DISTANCE

6' TO 12' FROM THROUGH LANE

3'

-_l

FACE OF CURB

POST: Steel flanQed channel post w/ baked green alkyd or galvinized f:nish per A.S.T.M.-A-123; Min. weight: 3 lbs. per foot,7,16" d ia. holes. 1 " apart top to bottom.

2' MIN.

8 [ I

I 7'

3'

_j

R4-7 W14-2

BLACK ON WHITE LOCATION: PER ~.U. T.C.D.

W14-1 BLACK ON YELL OW LOCAl ION: 50' FROM LAST INTERSECTING ROADWAY.

BLACK ON YELLOW LOCATION: 50' FROM LAST INTERSECTING ROADWAY •

NO. DATE

#3

#6

SiGN LOCATION AT CURVE W1-6 with two CASE 1's lye l lowl

"NEXT SIGNAL" SIGNS:

I t_

TO BE INSTALLED ON THOROUGHFARE ROADWAYS WiTH 4 OR MORE LANES. IN MEDIAN t IF POSSIBLE) OR ON THE SlOE NOT TO OBSTRUCT PATHWAY. APPROXIMATELY 600 FEET IN ADVANCE OF INTERSECTION CROSSWALKS.

COLOR: WH !TE LETTERS ON GREEN BACKGROUND. WHITE 1" BORDER

BLANK SIZE: 30"X 60" FOR MEDIANS.

LETTER SIZE: 10" UPPERCASE AND 8" LOWERCASE FOR STREET NAME "NEXT SIGNAL" PHRASE 5" UPPERCASE

PALM BEACH COUNTY, FLORIDA

TRA.FFIC DIVISION

REVISIONS SHEET 10 or ~2 St£ETS

Page 11: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

~D , ,r-f\l I B I

'A' 1.875"

'B' 3.5"

'C' 1.313"

'D' 0.22"

CHANNEL POST

GROUND SURFACE

ELEVATION

SIGN POST

.105"

3-5/8"

'o

GROUND ~· io SURFACE ;o

7/160 I HOLES ' o OR DiE· PUNCHED , KNOCKOUT~ ·, o f ' CENlERS ;o

I

SIGN BRACKET BLADE--

ELEVATION

STEEL FLANGED CHANNEL POST DET~LS STEEL SQUARE TUBE POST DET~LS STOP

ISOMETRIC VIEW

GENERAL SPECIFICATIONS:

:i~ ~---~::::!:

- 0 ~I"")

* * n ~6' TO 12**

-.!......y"~-'-

*AT RADIUS WHEN POSSIBLE

** FROM THROUGH LANE

~l

~2' FROM EDGE OF SIGN -.!...../'--'-- TO FACE OF CURB

FLAT BLADE: ALCOA •86054.6063- T6 ALLOY,

ETCHED, DECREASED WITH •1200 ALODINE FINISH 30' MAX FROM THROUGH LANE

IF STOP BAR IS USED IT SHALL BE PLACED AT THE STOP SIGN

WITH •3877 GREEN DIAMOND GRADE BACKGROUND AND

EQUAL DIMENSIONS - 9" & 12" MIN. H, 24", 30", 36" AND 42" L .

LETTERS: NAME - 6" UPPERCASE WITH 4 .5" LOWERCASE & 9" UPPERCASE WITH 6.75" LOWERCASE, SERIES 'B'" 3870 DIAMOND GRADE <SILVERl OR EQUAL - SUFFIX - 4.5".

POST: STEEL FLANGED CHANNEL POST 3 LBS. WEIGHT PER FOOT WITH BAKED GREEN ALKYD OR GALVANIZED FINISH PER A.S.T.M. -A-123 WITHOUT ANCHOR PLATES. SQUARE POST PER FOOT INDEX 11860.

BRACKETS SHALL BE ATTACHED FIRMLY ON ST A.~DARD SQUARE TUBE OR U-CHANNEL POSTS BY MEANS OF <2l%" end view

DIAMETER HEX HEAD BOLTS.

STOP SIGN: R1-1 MUTCD DIAMOND GRADE

LOCATION: ONE PER INTERSECTION AS INDICATED ON THE PLANS.

POLICY: 9" BLADES WITH 6" UPPERCASE WI TH 4.5" LOWERCASE LETTERS FOR TWO LANE ROADS WITH A SPEED LIMIT UNDER 45 MPH.

12" BLADES WITH 9" UPPERCASE WITH 6. 75" LOWERCASE LETTERS FOR : -THOROUGHFARE ROADS FOUR LANES OR WIDER. -TWO LANE ROADS WITH A POSTED SPEED LIMIT OF 45 MPH OR MORE .

ONLY ONE BLADE WILL BE iNSTALL ED . AT INTERSECTION WITH THOROUGHFARE ROAD INDICATING THE SIDE STREET NAME.

PMT_11.dgn 511/2018 11:15:13AM

UNCURBED SECT iON CURBED SECTION

TYPICAL STOP SIGN PLACEMENT

FRONT VIEW

14-j•-- 24", 30", 36" or 42" l ong ---i•l

J~L .. I Laqoon st. ·l,'_jg"or-, 2 "

'-/ :J I . STREET NAME SIGN

03-1

NO. DATE REVISIONS BY M'P.

PALM BEACH COUNTY, FLORIDA

TRAFFIC DIVISION TYPICAL

T-P-18 SHEET i 1 OF 12 SI-£ETS

Page 12: PALM BEACH COUNTY TYPICALS FOR PAVEMENT …discover.pbcgov.org/engineering/traffic/PDF/Traffic Documents/striping_typicals.pdftypicals for pavement markings, signing & geometrics april

#1 FLEXIBLE DELINEATOR POST (FOP) (SHUR-FLEX HIGH VISIBILITY DELINEATOR)

t---LESS THAN 6'-+1 rm-r REFLECTIVE-J1!t

#2

PLAN

II ' I "DP

1 ! I I I i! .

1

. ~ SHEETING ,

I RADIUS POINT

t

PLAN VIEW

I © VIEW I

II <D I I I

~ }::{ 'N ... :: I 1 II II I I

l! ! I I I ! I !

~

-r- I 1 " I ------'-2 1 /2 " ___j r----1

FRONT VIEW

©

~---ANCHOR BOLT WITH (5 EACH PER CURB

PLUG SEC TION)

@

..,

,_._--r-- 8" X 3 0" REFLECT i VE PANELS !CAN BE INSTALLED Wi TH ONE OR TWO PANELS l

-4o--- 2" Cl RCUMFERENCE

SIDE VIEW

59 / 54" 3 15/15"'-+----l

DELINEATOR © 10 1/4" 9 3/4"

' 0

g ----.--------------.

FRONT VI EW

DELINEATOR

' "' I

"N SHEETING HEIGHT

' "' ..,

RP M <T YPl

SHUR-CURB CHANNELIZER FOR DIRECTIONAL ISLAND WITH FOP'S. SIDF VTEW FOP PANEL TO FACE S!DE STREE T OR DRIVEWAY. - .

1. THE FDP SHALL MATCH THE ADJACENT EDGELINE COLOR (YELLOW OR WHITE ONLY).

2 . WHEN SHOWN ON PLANS, FOP'S SHALL BE IDENTIFIED IN A SIMILAR MANNER TO THAT SHOWN ON THIS TYPICAL. COLOR AND NUMBER OF EACH MUST BE SHOWN ON ALL SUMMARY OF QUANTITIES SHEETS . ALSO, COLOR MUST BE SPECIFIED FOR EACH FOP GROUP ON THE PLANS.

3 . ON DIRECTIONAL ISLANDS THE FOP'S ARE REQUIRED TO SUPPLEMENT THE EXISTING SIGNING, MARKINGS , AND RPM'S TO DETER WRONG WAY MANEUVERS . FOP'S SHOULD BE INSTALLED MIDWAY BETWEEN THE STRIPED CHEVRONS .

4. SHUR-FLEX HIGH VISIBILITY FLEXIBLE DELINEATOR (FDP) . SHALL BE CONSTRUCTED FOR MEDIANS LESS THAN 6' WIDE. FOR MEDIANS AT LEAST 6' WIDE INSTALL R4-7 SIGN WITH CASE I YELLOW REFLECTORS ONLY.

#3

1-UJ UJ 0:: 1-(f)

z <(

~

SIDE STREET OR DRIVEWAY

CONCRETE SEPARATOR

LANDSCAPED MEDIAN

F.D.P. ' S SHALL BE SPACED 3FT APART. WHITE SHALL BE USED .

ISLAND

SiDE STREET OR DRIVEWAY

1-w w 0:: 1-(f)

z <(

::2: