typical-drawings for pa ve.ment markings, signing · 2018-04-09 · sheet no. 1. general notes 2....

SHEET NO.

1. GENERAL NOTES

2. TURN LANE GEOMETRICS

3. PAVEMENT MARKINGS

4. RAISED REFLECTIVE PAVEMENT MARKERS (RPMs)

5. ROAD HUMP

6. EXPANDED INTERSECTION & DROP TURN LANE

7. ROUNDABOUT

8. SIGN PLACEMENT

9. STREET NAME SIGN WITH STOP SIGN

INDIAN RIVER COUNTY TYPICAL- DRAWINGS FOR PA VE.MENT MARKINGS, SIGNING & GE.OME.TRICS

10. FLEXIBLE DELINEATOR POST (FOP)

11. 80' X 80' EXPANDED W/SINGLE LEFT

12. 80' X 80' EXPANDED "T" W/SINGLE LEFT

13. 80' X 80' EXPANDED "T" W/ DUAL LEFTS

14. 120' X 80' EXPANDED "T" W/ DUAL LEFTS

15. 80' X 120' EXPANDED INTERSECTION




REVISED MARCH 2012

GENERAL NOTES: 1. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLA. D.0.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION SEE SECTION 711. MINIMUM THICKNESS SHALL BE 90 MILS (ALKYD ONLY, LEADED MATERIAL ONLY, ON ALL

COUNTY MAINTAINED ROADWAYS.

2. EXISTJNG ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION, JF THE EXISTING PAVEMENT MARKINGS

ARE INCONSISTENT WITH THOSE PROPOSED, UNLESS OTHERWISE APPROVED BY JND!AN RIVER COUNTY TRAFFIC ENGINEERING.

3. THERMOPLASTIC SHALL BE USED UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING.

4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE TRANSITION,

CONSTRUCTED FOR A DISTANCE (X}, (SEE CHART #1, SHEET 2) TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY INDIAN RIVER

COUNTY TRAFFIC ENGINEERING.

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

6. DIMENSIONS AND GEOMETRIC LAYOUTS INDICATED !N THIS DOCUMENT REPRESENT MINIMUM REQUIREMENTS AND DO NOT SUPERCEDE 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., AND THE F.D.0.T. ROADWAY & TRAFFIC DESIGN STANDARDS

(LATEST EDITION). HOWEVER, WHERE CONFLICTS EXIST, TH!S TYPICAL SHALL TAKE PRECEDENT OVER F,D.O.T. SPEC!F!CATIONS.

8. ALL EXISTING ABOVE GROUND UTILITIES AND ANY OBJECTS WITHIN THE RIGHT-OF-WAY OR ROADSIDE CLEAR ZONE, WHICHEVER IS GREATER

(WITHIN THE LIMITS OF CONSTRUCTION), SHALL BE SHOWN ON THE PAVEMENT MARKINGS PLANS.

9. WHEN USING ENCLOSED CHARTS, DESIGN SPEED SHALL BE SHOWN ON THE PLANS.

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

11. IF EXISTING PAVEMENT MARKING MATERIAL tS NOT COMPATIBLE WITH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR

TO COMMENCEMENT OF WORK.

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

13. ANY PAVEMENT W!DENING, TURNOUTS, AND STREET IMPROVEMENTS WITHIN DISTANCE (X) (SEE CHART #1, SHEET 2), SHALL BE SHOWN ON THE PLANS.

14. 2' SHOULDERS SHALL BE USED ON NON-THOROUGHFARE PLAN ROADWAYS.

4' SHOULDERS SHALL BE USED ON THOROUGHFARE PLAN ROADWAYS.

15. THERMOPLASTIC SHALL NOT BE INSTALLED ON ROADWAY UNTIL FIVE (5) CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS BEEN COMPLETED,

WITH THE EXCEPTION OF FRICTION COURSE #2, WHICH SHALL BE THIRTY (30) DAYS OR AS SPECIFIED BY 1NDIAN RIVER COUNTY TRAFF!C ENGINEERING.

16. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINICANDLES AT INSTALLAT!ON.

17. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6" WIDE UNLESS OTHERWISE NOTED, PER F.D.O.T. ROADWAY AND TRAFFIC DES!GN

STANDARDS OR INDIAN RIVER COUNTY DESIGN STANDARDS.

18. IF THE PROPOSED TRANSITION FALLS WITHIN DISTANCE (X) (SEE CHART #1, SHEET 2), OF AN EXISTING TURN LANE TRANSITION, THE AREA

BETWEEN TRANSITIONS SHALL BE CONSTRUCTED AS A CONTINUOUS WIDENED SECTION, FOR GEOMETRIC CONTINUITY.

19. VARIATIONS FROM THIS STANDARD SHALL BE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING.

20. ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTER OF THE PAVEMENT MARKING LINE.

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

22. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING BEFORE INSTALLATION.

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

24. FOR TWO LANE ROADWAYS, DOUBLE YELLOW CENTERLINE (RUN BACK) SHALL BE INSTALLED AT INTERSECTJONS AS FOLLOWS: MINIMUM OF

SO' FOR LOCAL STREETS AND 100' FOR THOROUGHFARE PLAN ROADWAYS.

25. qlNDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING)

26. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPEED AS SHOWN ON THIS

TYPICAL {SHEET 4).

27. EPOXY SHALL BE USED WHEN INSTALLING RPMs ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL BE

USED TO SECURE RP Ms. THERMOPLAST!C OR EPOXY SHALL BE USED ON ASPHALTIC SURFACES.

28. RPMs SHALL BE SETON BRIDGE DECK AND AT EDGE LINES IN ADVANCE OF BRIDGE FOR A DISTANCE OF (X)

FEET. (SEE CHART #1 ON SHEET 2 OF 18).

29. RPMs ARE TO BE INSTALLED ON TOP OF THERMOPLASTIC LANE LINES. WHEN INSTALLING RPMs WITH

PAINT LANE LINES, RP Ms ARE TO BE PLACED 1" (INCH) TO THE RlGHT OR LEFT OF THE LINE, AS APPROVED

BY THE COUNTY.

30. 1 O' OR "FOP" DENOTES FLEXIBLE DELINEATOR POST.

31. PLANS OR DRAWINGS SHALL BE SUBMITTED EITHER IN 1" = 20' OR 1" = 40' SCALE.

32. ALL PAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION

"APPROVED PRODUCTS LIST" (APL) AND APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING, BEFORE

INSTALLATION ON COUNTY ROADWAYS.

33. REMOVAL OF PAVEMENT MESSAGES SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER

DISCERNABLE. IN ADDITION, ALL PAVEMENT MARKINGS SHALL BE REMOVED BY MECHANICAL GRINDING,

HYDRO-BLASTING, OR AS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HlS DESIGN EE.

34. LANE LINE RPMs ON THE 4 (OR MORE) LANE PORTION OF ANY MEDIAN-DIVIDED ROADWAY SHALL BE

Bl-DIRECTIONAL WHITE/RED (SEE STRIPING KEY "T"). RPMs SHALL BE INSTALLED IN ACCORDANCE WITH

FOOT INDEX 17352, BUT INSTALLED ON THE STRIPE IN ACCQRDANCE WITH INDIAN RIVER COUNTY STANDARD.

35. ALL PAVEMENT MARKINGS AND REFLECTIVE PAVEMENT MARl<ERS SHALL BE IN ACCORDANCE WITH

INDIAN RIVER COUNTY TYPICAL DRAWINGS, THE MOST RECENT VERSION OF THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE F.D.O.T. ROADWAY & TRAFFIC DESIGN STANDARDS.

INDIAN RIVER COUNTY, FLORIDA

TRAFFIC ENGINEERING DIVISION

TYPICAL

GENERAL NOTES

CHRISTOPHER R. MORA, P.E. PUBLIC WORKS DIRECTOR

March 2012 SHEET 1 of 19

I SEE NOTE# S, SHEET 1 I

30:1 SHOULDER TAPER TRANSITION= SPEED X OFFSET "A" (MIN. 30:1)

1

..- 30• -. 80' MIN. TURN LANE STORAGE I (SEE NOTE 10, SHEET 1) ®-- I

__ ..,.....-- PAVED SHOULDER _......-PAVED SHOULDER . .,,, .. ©-J t12· J-<@ - 25' -, I 100' MAX J

@-I' b ~ .,.--© I ' ' r- -= - ' y -,d)'' ' '

,-.,,.,. ~ . "' rV ©-'" I I • DISTANCE (X) I 80' €)_/ 0-' 40'RADIUS __/

24'- - ' ! - -'-@ I /~80' '

lS0'VARIES ~-see CHART# 1 -

PAVED SHOULDER ..,,../ ~AVEDSHOULDER ___,/' (g)-- .~ FOR APPLICATIONS WITH NO PAVED I" SHOULDER, SEE SHEET 3, #5 A- C.

l :i:

(SEE NOTE 14, SHEET 1) 30' RADIUS I~ 30' RADIUS Ii

SEE NOTE# 5, SHEET 1 .......... , FOR APPLICATIONS WITH NO PAVED

30:1 SHOULDER TAPER TRANSITION = SPEED X OFFSET "A" {MIN. 30:1) lOO'MIN.

'SHOULDER, SEE SHEET 3, #5 A - C. (SEE NOTE 10, SHEET 1)

~ f SEE NOTE# 5, SHEET 1 30:1 SHOULDER TAPER ::l 1. - 50' ------+- TRANSITION= SPEED X OFFSET "A" (MIN. 30:1)

(SEE NOTE #10, SHEET 1) 01 < OFFSET 'A' :; I I .

L...I "' I • J ,.-(\<),

: " @>J ,,0)-",. '

.... ' ' ' '-® 200' '

-::;...© 1 ; 180' r©

c6 ' (g)- rv- .J I PAVED SHOULDER

I (SEE NOTE 14, SHEET 1)

I SEE NOTE# 5, SHEET l 30:1 SHOULDER TAPER

TRANSITION= SPEED X OFFSET "A" (MIN. 30:1) (SEE NOTE #10, SHEET 1)

CHART#1 CHART #3 A= 6" SOLID WHITE

LENGTHS OF APPROACH STRIPING (FT) B = 8" SOLIO WHITE SEE NOTES S & 6 SINGLE TURN LANE STORAGE (MINIMUM - FT) CHART#3 C = 12" SOLID WHITE

SPEED DISTANCE fXI D = 18" SOltD WHITE

30 500 TURNING VEHICLES PER HOUR NOTES: E = 24" SOLID WHITE 1, STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING SO' SHADOW, F = 6" SKIP WHITE {10'· 30')

35 550 MPH 30-60 61-90 91-120 121 - 150 151-180 181 - 210 211- 240 241 • 270 271- 300 > 301 2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNAtlZED OR UNSIGNAUZED. G = 6" SKIP WHITE j6'- 10') 3. ENTRY SPEED ASSUMED TO BES MPH LESS THAN SPEED LIMIT: H = 6" SKIP WHITE (2'· 4')

40 600 55 365 390 415 440 465 490 51S S40 565 590 STORAGE LENGTHS CALCULATED UTILIZING FOOT INDEX 301. I= 6" SOLID YELLOW 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY

J = 18" SOLID YELLOW 45 700 50 300 325 3S0 37S 400 425 450 475 500 525 TWO (2) MINUTES. K= 6" DOUBLE YELLOW ,, 6'-10' WHITE SKIP LINE LENGTH= 180 FEET

50 800 45 280 280 295 320 345 370 395 420 445 470 6, USE OF SINGLE LEH TURN LANE FOR PEAK HOUR LEFT TURN VOLUMES L = 6" SKIP YELLOW (10' • 30')

IN EXCESS OF 250 REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER. M = 6" SKIP YELLOW (6' 10') 5S 900 40 280 280 280 280 285 310 335 360 385 410 N = 6" SKIP YELLOW (2' - 4')

60 1000 35 280 280 280 280 280 290 315 340 365 390 P = RPM MONO-DIRECTIONAL (WHITE/CLEAR) Q= RPM Bl-DIRECTIONAL (AMBER/AMBER)

65 1100 ·.•, CHART#4 I ··,, R = FDP {WHITE)

I ··• CHART#4

S = FOP {YELLOW) CHART#2 DUAL TURN LANE STORAGE (MIN. - FT) TURNING VEHICLES PER HOUR T:aRPM (WHITE/RED)

DISTANCE BETWEEN ..

NOTES: CROSS HATCH LINES MPH 0- 240 241- 300 301- 360 361- 420 421- 480 481- 540 > 541 1. STORAGES SHOWN ARE MINIMUMS IN fEET, EXCLUDING 100' SHADOW. INDIAN RIVER COUNTY, FLORIDA

Ii 2.. APPLIES TO RIGHT OR LEFT TURN LANES. TRAFFIC ENGINEERING DIVISION 55 490 515 S40 S6S 590 615 665 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT:

POSTED SPEED "Z" (FT.)

I<•.•. ',,

STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. TYPICAL LIMIT (M.P,H,I so 450 450 47S 500 525 5S0 600 ' 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY

I ···· TWO (2) MINUTES, AT 95% LEVEL OF CONFIDENCE, TURN LANE GEOMETRICS

!> 40 20 450 450 470 495 545 ' 45 450 450 ' S, ASSUMES 50% - 50% LANE DISTRIBUTION,

45 30 40 450 450 450 450 450 450 465 6. 6'-10' WHITE SKIP LINE LENGTH= 2.50 FEET. CHRISTOPHER R. MORA, P,E.

PUBLIC WORKS DIRECTOR

'50 40 , __::-,-35 450 450 450 450 450 450 485 ',.,·. ·,,. '.·. March 2012 SHEET2 of 19

# 1 RIGHT TURN LANE

STORAGE LENGTH {SEE CHART 3 & NOTES) SHEET 2 SHADOW LENGTH (50')

FOR DISTANCE "Z" SEE CHART 2 ON SHEET 2

# 4 LEFT TURN LANE

_L I ...::.:c::« , •.... ' .,., ,7

STORAGE {SEE CHART# 3 SHEET 2)

' Q)-.)" j. . ©-, ··" -"'1. ....... I

1---"'°'-0

---.. -,..ji ~- 1:J_'i:;~~X-~_'f'I [~.J Shadow lengths shall be 100 feet at all dual left applications, with 250' of 6' -10' skips.

_.-EOP SHOULDER

SHOULDER EDP

STORAGE LENGTH

(SEE CHART #3, PAGE 2)

# 9 TWO WAY LEFT TURN LANE

100' Min. 150'

E24"WHITE I RPMs IN THE TWO WAY LEFT TURN LANE SECTION SHALL BE Bl-DIRECTIONAL AMBER/AMBER (SEE ITEM "K" IN THE STRIPING KEY) AND SHALL BE INSTALLED IN ACCORDANCE WITH SHEET 4 OF 18, #11 OF THIS DOCUMENT, BUT INSTALLED ON-THE-STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS. ALSO, SEE SHEET 1 OF 18, # 34 OF THIS TYPICAL.

# 2 MODIFIED EUROPEAN CROSSWALK & STOP BAR PLACEMENT (Special Emphasis) 111• CENTER

/ ,10' INSIDE { f r U' OUTSIDE STANDARD CROSSWALK

MODIFIED EUROPEAN CROSSWALK HANDICAP OR WHEEL OiAIR ACCESS RAMPS D1CTATETYPICAL CROSSWALK PLACEMENT.

STANDARD CROSSWALKS SHALL SHOULDER

BE INSTALLED AT SIGNALIZED OR STOP CONTROLLED INTERSECTIONS AS DESIGNED BY I.R.C. TRAFFIC ENGINEERING.

# SA DRIVEWAY ON LOCAL, COLLECTOR & ARTERIAL ROADWAYS

#5B

MINOR DRIVEWAY

80'0" MIN.

MruOR 0ce_ DRIVEWAY r--41

#SC EOP~

~EOP

( CEOP

2:~~~ .~O"MiN. :::~ C•t LOCAL ~ ~KG - r©,- EDP

SIDE STREET " ~

150' TO 300' AS DETERMINED BY

50' 8' 3" 8' 3" !RC TRAFFIC ENGINEER. ·+,•+--'""-'===""------o I

i SEE FOOT DESIGN STANDARDS (2010 EDITION) INDEX 17346, SHEET 3 OF 14, SCHEME ONE, HOWEVER, DIMENSIONS SHALL BE IN ACCORDANCE WITH THIS TYPICAL.

A= 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE (10'· 30') G = 6" SKIP WHITE {6'-10') H = 6" SKIP WHITE (2'-4') I= 6" SOLID YELLOW J = 18" SOLID YELLOW

# 6 TYPICAL TURN LANE ARROW

2' ·8"

I 6'-7" I

100 FEET MAXIMUM DISTANCE BETWEEN ARROWS

# 8 TYPICAL U-TURN ARROW

4'-5" +-+

l :1 ~ct ___ ..j.._, l ...rr

...,..l--''L' -c,4c_" -

100 FEET MAXIMUM DISTANCE BETWEEN ARROWS

K = 6" DOUBLE YELLOW L= 6" SKIP YELLOW (10- 30') M = 6" SKIP YELLOW (6'-10'} N = 6" SKIP YELLOW (2'-4') P = RPM, MONO-DIRECTIONAL (WHITE/CLEAR} Q= RPM, Bl•DIRECTIONAL (AMBER/AMBER) R = FDP !WHITE) S = FDP (YELLOW) T = RPM, (WHITE/RED)

base 300mm (12in)

7 ti_ Vhelghl

450mm (ta.in)

T (a} Minimum Dimensions

7 bMe

600mm(24in) I _L

V heigh< 900mm (36 In) -,

b Maximum Dimensions

YIELD LINE LAYOUT

2009 M.U.T.C.D.

FIGURE 3B-16

NOTES: TRIANGLE HEIGHT IS EQUAL TO 1.5 TIMES THE BASE DIMENSION.

YIELD LINES MAY BE SMALLER THAN SUGGESTED WHEN INSTALLED ON NARROWER, SLOW SPEED FACILITIES

SUCH AS SHARED USE PATHS.



TYPICAL

PAVEMENT MARKINGS



# 1 THERMOPLASTIC GORE "Z"

B

B


# 5 RAISED MEDIAN WITH TAPERED NOSE

GUTTER -~

# 9 SKIP LINE

10' 30'

# 2 THERMOPLASTIC ISLAND "Z" ~

¢= .I .. . ., L_:_ ·s.~s_~-©7 J =t>

® FOR DISTANCE "Z" SEE CHART 2 ON SHEET 2

# 6 RAISED MEDIAN WITH CROSSHATCH /~4-7 W/CASEI ,__.___, <}=


# 10 THERMOPLASTIC MEDIAN AT INTERSECTION

==- -,~---. · .. . . . . •· -~-. y

--T-"Z" J =;;~D:S~.


I # 3 EDGE OF PAVEMENT CROSSHATCH

c:=> ,,--@

SHOULDER @-.._ t

~ Lmp


# 7 REFLECTOR PLACEMENT FOR TWO LANE BRIDGE (SEE NOTES 6 & 7 - SHEET 1)

L~ .. ·___,1 # 11 SKIP LINE WITH TWO WAY LEFT TURN

#4 GRASS MEDIAN WITH CROSSHATCH R4-7 W/CASE l

"Z"


# 8 SOLID LINE WITH SKIP

¢= \

r ,o· -0" I 30' -0"

# 12 DOUBLE SOLID LINE

I • 40FEET <}::;== I

• •.

# 13 RAISED MEDIAN· CHANNELIZED LEFT TURN/DIVIDED ROADWAY # 14 GRASS MEDIAN # 15 RAISED CONCRETE TRAFFIC SEPARATOR

# 16 RAISED MEDIAN WITH TAPERED NOSE

# 17 RAISED CHANNELIZED RIGHT TUf!N LANE ISLAND

IS'=<>

10' 10' 5' 5' 5' ~-•

TRAFFIC SEPARATOR CONC. SEPARATOR

~.-·.•·.•,

_/ CONC.SEPARATOR

·1 t::=::-:::-:-:-::-:::-:::::::-:-:-:::7.'.:-:-::::::-=::-::-::::::-:::::::;;-:-:~:;-:;:::::;:;-----+-----------~I-..... -..J..J...-----------I RPMs SHALL BE INSTALLED IN ACCORDANCE WITH FDOT INDEX 1NDIAN RIVER couNrv, ,,0R10A

17352, BUT INSTALLED ON THE STRIPE IN ACCORDANCE WITH TRAFFIC ENGINEERING DIVISION

IND~R~~~=- ~ ~ A= 6" SOLID WHITE G = 6" SKIP WHITE (6'-10') M = 6" SKIP YELLOW (6"-10') '------✓ RAISED REFLECTIVE B = 8" SOLID WHITE H = 611

SKIP WHITE (2'-4') N = 6" SKIP YELLOW (2'-4') INDICATES TRAFFIC FLOW PAVEMENT MARKERS C = 12" SOLID WHITE I= 6" SOLID YELLOW P = RPM, WHITE/MONO NOT A PAVEMENT MARKING (RPMs) D= 18" SOLID WHITE J = 18" SOLID YELLOW Q= RPM,AMBER/AMBER CHRISTOPHER R. MORA, P.E. E = 24" SOLID WHITE K= 6" DOUBLE YELLOW R = FDP(WHITE) PUBLIC WORKS DIRECTOR F = 6" SKIP WHITE (10'-30') L = 6" SKIP YELLOW (10'-30') S = FDP (YELLOW)

T = RPM, WHITE/RED March 2012 SHEET 4 of 19

SPEED HUMP (DUTCH DESIGN)

I, 15.7' ,I. 4.7"

' 1 7.8'

SPEED HUMP PROFILE

SEMINOLE SPEED HPMP

~r 6.0' 10.0'

22.0'

I.T.E. SPEED HUMP 0 0.64 U!2 1.75 -2.21? 2,64 3..00 3.31 3.56 3.75 3.SS 3:,97 4.00" o o.56 1.01 1.53 1.84 2.31 2.ea 2.89 a.11 s.2e 3.40 3.48 a.so·

, o.o• T ,.., T , .. 225 , .... , w .. ,2 2.00 ,.ro·

I l 6"TVP. ---1o

6.0'

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

COORDINATION WITH TRAFFIC OPERATIONS SPEED HUMPS SHOULD NOT BE INSTALLED WITHIN 250 FT. OF A TRAFFIC SIGNAL OR STOP SIGN OR WITHIN AN INTERSECTION OR DRIVEWAY. MIN. DISTANCE BETWEEN ROAD HUMPS IS 400' ORAS APPROVED BY THE COUNTY TRAFFIC ENGINEER.

12.0'

.I.

HEIGHT

3"

15,7'

6.0'

LEGEND: CROSSING SPEED

20-25MPH

.I

ONE SIGN EACH REQUIRED AT THE APPROACH TO A SERIES OF ROAD HUMPS

ROAl"_D_H_U_M_P_S_IG_N_IN-G-"'39"'.,~• --------t&......,,.~:';:c-,,"'Y~"':;:~~"----~15"'0' _______ ~

--15.7' 7.8'

ROAD HUMP SIGNING

22'

___J 6' .. 1,-~10,_'_,.,1 6' I-

ROAD HUMP SIGNING

I' 12'

a.cc-_• --I, 12' ,I

-

15,7'

I ==C> DENOTES TRAFFIC FLOW I

ROAD HUMP PAVEMENT MARKINGS

1• VARIES • 1

ONE SIGN EACH REQUIRED AT THE APPROACH TO A SERIES OF ROAD HUMPS

150'

J

INDIAN RIVER COUNTY, FLORIDA TRAFFIC ENGINEERING DIVISION

TYPICAL

ROAD HUMP


~]


EXPANDED INTERSECTION (SHOWING TREATMENTS FOR DIFFERENT CONDITIONS)

l /\@,' \f 1/,' < ',

,, , ,_

,, ,, -&-. \

>

" " ,, ',

, ' '

I I

' , ,,

' '

PAVED SHOULDER RIGHT TURN DROP LANE

100'

R/W LINE

A

I

100'

50' 30'

R3-7R

ALL PAVEMENT MARKINGS AND REFLECTIVE PAVEMENT MARKERS SHALL BE IN ACCORDANCE WITH INOIAN RIVER COUNTY TYPICAL DRAWINGS, THE MOST RECENT VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.O.) AND lHE F.D.Q.T. ROADWAY & TRAFFIC DESIGN STANDARDS.

A= 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE (10'- 30') G = 6" SKIP WHITE {6'-10') H = 6" SKIP WHITE (2'· 4') I= 6" SOLID YELLOW J = 18" SOLID YELLOW

K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW {10- 30') M =6" SKIP YELLOW (6'-10') N = 6" SKIP YELLOW {2'- 4') p =- RPM, MONO-DIRECTIONAL (WHITE/CLEAR) Q = RPM, Bl-DIRECTIONAL (AMBER/AMBER) R = FOP (WHITE) S = FOP (YEltOW) T = RPM, (WHITE/RED)

~ = ~

"' in

z ~ C: ~ = "' ,;: in -=a ~

R3-7R R3-7R


TYPICAL

EXPANDED INTERSECTION AND

DROP TURN LANE

CHRISTOPHERR. MORA, P,E, PUBLIC WORKS DIRECTOR


W2-6 30"X30" _.,..

W16-8P XX" X 15"

R1-2 30" X 30"x 30"

I~~ R6·5P ..,.. 30"X30" Black on White ~ 2009M.U.T.C.D.

___ .,______ Figure 2B-20

LANDSCAPING REQUIRES SEPARATE PERMIT

80'

RPM PLACEMENT DETAILS

0 3:.~~1:2" - 1j ONE W~Y~I

RG-4 >> 30" X 24" -+-Black on White

•·• '

2009 M.U.T.C.D. Figure 2B-20

YIELD LINE (SEE SHEET3 OF 18, #10 OF THIS DOCUMENT) TYP. ""'--------·,-.-c-. ------~-~----. fa:.ic-""-k::-r='i!

2.25'

25'

, 6" REINFORCEO CONC. SHOULDER W/6" X 6" # 10 WIRE MESH

"E" CURB TYP. {MODIFIED)

SECTION A-A

25'

18.75' GRASS

25'

2%

VARIES 5' 1'

21 _~ §%I] 12" STABILIZED SUBBASE

8" UMEROCK BASE DOUBLE COURSE

A= 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F= 6" SKIP WHITE (10'· 30') G= 6" SKIP WHITE (6'· 10'} H = 6" SKIP WHITE (2'-4') I= 6" SOLID YELLOW J = 18" SOLID YELLOW

K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW (10- 30') M = 6" SKIP YELLOW (6'-10') N = 611 SKIP YELLOW (2'· 4') P = RPM, MONO-DIRECTIONAL (WHITE/CLEAR) Q = RPM, Bl-DIRECTIONAL (AMBER/AMBER) R = FDP (WHITE) S = FDP (YELLOW} T = RPM, (WHITE/RED)



TYPICAL

ROUNDABOUT



#1

SIGN SPECIFICATIONS: SIGN FACE - HIGH INTENSITY GRADE REFLECTIVE SHEETING SIZE-ASSHOWN COLOR• IN ACCORDANCE WITH THE M.U.T,C,D. HEIGHT· 7' MEASURED FROM THE BOTTOM OF THE SIGN TO HEIGHT OF THE NEAR EDGE OF PAVEMENT, OR TO THE TOP OF THE TRAFFIC SEPARATOR. THICKNESS (ALUMINUM} : .oao INCHES BOLTS: 3/8" X 3/4" W/HEX NUTS. 2 MIN. PER SIGN POSTS: SIGNS 9 SQUARE FEET ANO LARGER, SHALL BE DOUBLE POSTED.

DIVIDED

• I ~ HIGHWAY

24"X48"

I[ •]

-R6-3 BLACK ON WHITE

Wl-6

30" X 30" (MIN.)

Rl-1

24" X 30"

SPEED LIMIT

xx R2·1

BLACK ON WHITE LOCATION: lOO'TO 200' PAST

SIGNALIZED INTERSECTION AND AT 2640' (1/2 MILE) INCREMENTS.

24"X30"

R4-7 BLACK ON WHITE

LOCATION: ON THE END OF TRAFFIC SEPARATORS AT SIGNALIZED INTERSECTIONS OR THE ENO OF THE TRAFFIC SEPARATOR WHEN THE CURVATURE OF THE ROAD WARRANTS.

30"X.~0"

Wl4·1 BLACK ON YELLOW

LOCATION: 50' FROM LAST INTERSECTING ROADWAY.

30" K 30" ~,

Wl4-2 BLACK ON YELLOW

LOCATION: 50' FROM LAST INTERSECTING ROADWAY,

#2

w1-1-.[-CASE I ~" TYP.

CASEI --

. ' .. ···~ -J T ,,

+

1._~lw1-1

0 0 0 ---

#3 SIGN LOCATION AT CURVE W1 - 6 WITH CASE I YELLOW

Wl-6

#4

YELLOW-~~

YELLOW •===• . , .. .... T T

S' s'

l J ;;.,,

1~ 10' -----.1

CASE2 __

RED,(~- t ,.,,<-~--~ 2'

.... ••• •

lB"TYP. T S'

GRADE

"""' 3' TYP,

_j_

SIGN LOCATION AT DEAD END STREET

CASE2 (RED) 4' CENTER TO CENTER

4' 4' 4' 4' ~-:"'-~

.Jlo..Jl..,.Jw....Q.L

' ' ' I CASE II • END OF ROAD MARKERS SHALL CONSIST OF NINE (9} RED REFLECTORS MOUNTED ON A RED REFLECTIVE BACKGROUND OR CONSIST OF A RETROREFLECTIVE PANA EL OF THE SAME SIZE.

'"

. -l •• ~=·· CASEI

7'

S'

i 3' TYP.

Rl-1

Wl-6 j_ CASE I - TYPE ONE (1) OBJECT MARKERS SHALL CONSIST OF NINE (9) YELLOW

REFLECTORS MOUNTED ON A YELLOW REFLECTIVE BACKGROUND OR CONSIST OF A RETROREFLECTIVE PANEL OF THE SAME SIZE. (2010 EDITION, FOOT INDEX 17349)

#S

2'T06'

SQUARE POST t

.;,J. ['. 'I

t' I ,.1

7'

I!., I' . r

12' FROM EDGE OF ROADWAY

POST: FHWA APPROVED, GALVANIZED SQUARE (l,75" X 1.75" MIN.} SIGN POST, WITH 7/16" DtA. HOLES 1" APART TOP TO BOTTOM, POST SHALL BE TELESPAR OR EQUAL, AND MEET THE SPECIFICATIONS SHOWN ON SHEET9 OF 18.

7'

#6

GENERAL SPECIFICATIONS: FLAT PLATE, ALCOA#86054, 6063-T6 ALLOY, ETCHED, DEGREASED WITH #1200 ALO DINE FINISH WITH #22n GREEN SCOTCH LITE BACKGROUND OR

EQUAL

DIMENSIONS:

CASE I - TYPE ONE (1) OBJECT MARKERS SHALL CONSIST OF NINE (9) YELLOW REFLECTORS MOUNTED ON A YELLOW REFLECTIVE BACKGROUND OR CONSIST OF A RETROREFLECTIVE PANEL OF THE SAME SIZE.

STREET NAME SIGN

I FRONT VIEW 24": 30", OR 36" LONG

< 40 MPH- 8" H. BLANKW/6" HIGH CAPITAL LETTERS OR 4.5" HIGH LOWER CASE LETTERS.

8"0Rl:.rl _____ 4_9t_h _S_t __, WHEN A STREET INTERSECTS WITH A MULTI-LANE ROADWAY OR THE ADJACENT STREET POSTED SPEED UMITIS ia 40 MPH• 12" H. BLANKW/ 8" HIGH CAPITAL LETTERS OR 6" HIGH LOWER CASE LETT£RS. (M,U.T.C,D, SECTION 20.43 2009 EDITION)

ALL LETTERS SHALL BE SCOTCH UTE (SILVER} OR EQUAL,

THE STREET NAME MUST BE SHOWN ON BOTH SIDES OF THE SIGN PLATE.


TYPICAL

SIGN PLACEMENT/DETAILS

CHRISTOPHERR. MORA, P.E. PUBLIC WORKS DIRECTOR


W1-8L

>2

Notes:

JW1·8R

'--,•

W1-1aR

(optional)

--

I ~

F ~·[ffl o/w13-1P

Wl-ll

1. See Table 2C-4 for advance sign placement distance guidelines. 2. See Table 2C-5 for the selection of horizontal alignment signs. 3. See Table 2C·6 for spacing of W1·8 signs. 4. The 25 MPH advisory speed limit signs shown are for illustrative purposes only. Actual advisory speed shall be determined by an engineering study, i.e. Ball Bank Indicator. See Section 2C.08, #7 of the 2009 MUTCD.

~

tf-~"'" ~W13-1P ~

' !

Posted or 85thPercentlle Speed

20 mph

25 mph

30 mph

35 mph

50 mph

55 mph

60 mph

65 mph

_ _?9_r1:iph

75 mph

~<1bl_e _ ;2c_~~-- __ ,:;_u,i_~~-1!~~~-!~E-~c!~~~-- ~l_ac_~n,t~_•t! __ {)_f _ ~~~~-!!!~L~_i_!:1!1~ -~~Y<l.".':=1'! P_l<)_Cfl.~-~11.! pi_~_n_1:~1

_

Condition A: Speed reduction and lane changing in heavy traffic1

Condition B: Deceleration to the listed advi5ory speed

225 ft

325 ft

460 ft

565 ft

670 ft 775 ft

885 ft

990 ft 1.,100 ft

1,200 ft

1,250 ft

1.350 ft

(mph) for the condition

o' 100

I ftf -----,i 100

ft" --- -- ----[-- 100

10,l. ·204' ·1 ·304 1 ;!ao~ -r··so4 ·1 -60d ··1 · 70,l.

I I +

N/A'·

N/A~ i N/A'

I ft~ N/A"

-- - - _i ___ ~~0 ___ ; __ r:!::'~'. __ N/A~. i N/A'

_________ j_ ;2 ~ _ ~ _! 1 oo _r( 1_q_o --~:.I __ !:ll~-~-+ ___________ , ___ ; 1_7s ___ ft_ I _1_2 __ s ____ - f_t_ -_, ___ 1_g_9 ____ FE:_ '

1

_,_o __ o ___ , __ t~1 ___ N- 1_ A_'_'__ ' -i, i 250 ft j ?~O __ ~ i ~-~5 ~---12~ ~ l ~00 ft

5 _ I

__ . i ~2-~_~_I_J_7_5_~_i_~~~-ft_j 200 ~ j 1_2~ ti: N/A" I

- _____ :_4_~? __ ~_1_~-~2_ft !_3?5 ft I 275 ft l_2_?_?_fl:_ ~-O~)tf --1 ! 475 ft 450 ft 1_400 ft 1350 ft! 275 ft 200 ft: \~2

-r-ss\ift:-·s_~~-::~ L?_og_f~ !_4_5o ft 1 375··1t -27s·rt-r1so-1t· -650 ft 625 ft! 600 ft i 550 ft i 475 ft 375 ft i, 250 ft

I !_

100 ft'

1. The dista1,ces are adjustE:d for a $ign l,:gibility distance of 180 fe,:t fo,, Condition A. The distances fc::1· Condition 8 have bE:E:17 adjrn:ted for a sign legibility di~tance of 250 feet, which is <1pp1·op1•iatE: fo,• an alignment wa~11i11g symbol 5ign. Fo,• ConditioM A and El, warning signs 'l,·ith less than 6-inch legend or mon:: them fou1• words, a minimum of 100 foet should be add,:d to th>: advance placement distance to µn;vide adequate legibility of the wan1ing sign.

2. Typical conditioni a(e location~ whei"e the read use1' must use extra time 1:0 adju~t speed and change lanes in heav·,· traffic because cf a con,plex d,·iving situation. Typical sign;, are Merge and Right Lane Ei,ds. The dis_tances are determined b':i p;c11id1ng the driver a F'R.T of 1.i..o to_ 1.:,5 seconds fo,· '.'ehicle maneuvers (2005 AASHTO _F·olic.y, Exhibit 3-3, Decision Sight Distance, A\.·o,dance Maneuver Ej minu;:: the legibility distance of 18Cl feet fc,· the app1·op.1ate sign.

3. Typical condition is the warning ofa potential stop situation. Typical signs a,·e Step Ahead, Yield Ahead, Signal Ahead, a11d Intersection '.','ami1,g signs. Th,;; distances are based on the 2005 AASHTO F°'Olicy, Exhibit: 3"1, Stoppi1,g Sight Distance, proe;iding a PR.T cf 2,5 ~e:conds, a decele1·atio11 ,·ate of 1L2 feet/second2, minus the Seig11 legibility distarm: cf 180 feet. T·,.-pical conditions are locations whe:·e the road use,· must dec,·ease 5peed to maneuver through thE: warned ccndition. Typical signs are Tum, cu,·ve, eceverse Tum, o,· Reverse Curve. The di5tanc:e is detearmined b·; pr,:,viding a 2.5 second F'Fi.T, a vehicle dec.eleration rate ,:,f 10 feet.,1seccnd~, mint1s the sign l,;,gibility distance cf 250 feet.

5. Mo suggested dist1mces are prc·,·ided fer these ~peeds, as the plac.ement lccation is dependent on site co1iditions and 0th.er signing. An alignment l\•arnlng sign ma·,.- be placed anywhere from the poi.it cf curvature up to 100 feet i,, ad;rance of the curve. However, th,: alignment waming sign should be installed in advanc.« cf the rnrve and at lec1st lD0 feet from an·, other rn;:m!:.

6, The minim1.1m ad,,anrn placement: di!:tance is listed as 100 feet to prc;,•ide adequate spadng befo,,een 5igns.

___ _.Ta_b~~ _'.?~_-_.5. Hori2011ta_lJ\~i_g_111~-~~_t __ ~!g_11 -~~_le_C:~_ion Differ~nce Between Speed Limit and Advisory Speed I Typ.e of

Horizontal Alignment Sign 5 mph 10 mph 15 mph · 20 h 25 mPh- -,1 ! 11111 · or more

, Turn (VVl-1), Curve (Vn-2), Re·.,ers-e Turn (Wl-3), i Reverse _curve (Wl-4), 'll'Jinding R<:iad (V\11-5), and i Combination Horizontal Alignment/Int-ersection (Wl, 10) (s-ee Section 2C.07 to determine which sign to

Recommended Requiced Required ]Required Requiced I

!- LI_S_e) _ ___ ~dvis_ory ?E~~-9-~i~_q':l~_iyy~-~-~-l_P) __

Chevrons (Vn-8) and/or One Direction Large Arrow ---- - _i'._~'J_l:?)

Exit Speed (~V13-2) and R.amp Speed (W13-3) 017 exit ramp __ _

_f<:er<J11mi€rid€_d_i __ _Rt;:quired_ , Required -!-~:~9:Llil:€_Cq-R€ci_Liired:.! I --;~~~~;~-~I-- --1~~~0~1-1~1-ended-j ReqL1ired [

1Requlredi

1 Required t,

- 1'- '

Optional Optional 1RecommendedjRequired 1 Required i - ! ___________________________ ,_______ I - _:

Mote: Required means that the sign and/er plaque ~hall be used, recommended means that the sign and/er plaque should be used, and optional means that the sign and/or plaque ma"i' be used. See Secticn 2C.06 fo1° road,,,ay,;; ,~ith less than 1,.000 A.:,._DT.


Table 2C-6. Typical Spacing of Chevron Alignment Signs on Horizontal curves

::~~l/J~~:~~~ft~d .. --.. i~J?~t~=:~~{tb~ft~~i·~l~~i-~~?~t~~:~ii! : ___ lQ__tQ_J_Q __ mRb ___ ----~qo t_g_ 4_9_QJ~_~t___ so feet

_ 3_~_tq _ _4_;i_J}JRJl__ _ __ 4\JJ _ _tg_ ZQQ_ f§_~t___ 120 feet : -'-__ ,sg ,:t9 __ §g_ )II_R_IJ ________ .:Z.9J_ J~ .. _): 1 .. 4.;5.Qj§:§! ___ _j ---16 O fe€t T-'lg~e_t_h_~_n _15_9 __ Ql_R_b_it:-:1gf§_!b __ ~_t:i_J,,._'.??_O_ f~etl ----200 -fE!E!_t_~ :!

TYPICAL

WARNING SIGNS for Turn {MUTCD Figure 2C-2)

CHRISTOPHER R. MORA, P.E. PUBLIC WORKS DIRECTOR March 2012 SHEET 9 of 19

30"

7'

BLADES

1.75" X 1.75" SQUARE SIGN POST

I.,,,,., . 1 · ;;l\11iloll\!.Jl,U~ IT

3'

l 42"

GENERAL SPECIFICATIONS:

FLAT BLADE: ALCOA# 86054, 6063-T6 ALLOY, ETCHED, DEGREASED WITH # 1200 ALODINE FINISH WITH #2277 GREEN SCOTCHLITE BACKGROUND OR EQUAL,

STREET NAME SIGN DIMENSIONS: < 40 MPH -8" H, BLANK W/6" HIGH CAPITAL LETTERS OR 4.5" HIGH LOWER CASE LETTERS,

WHEN A STREET INTERSECTS WITH A MULTI-LANE ROADWAY OR THE ADJACENT STREET POSTED SPEED LIMIT IS ~ 40 MPH -12" H. BLANK W/ 8" HIGH CAPITAL LETTERS OR 6" HIGH LOWER CASE LETTERS. (2009 M,U,T.C.D, SECTION ZD.43)

LETTERS: ALL LETTERS SHALL BE SCOTCHLITE (SILVER) OR EQUAL THE STREET NAME MUST BE SHOWN ON BOTH SIDES OF THE SIGN PLATE,

'O ¢)------

SQUARE SIGN POST SPECIFICATIONS ALL SIGN POST SHALL MEET FHWA APPROVED YIELDING CAPABILITY

STANDARDS AND BE IN COMPLIANCE WITH AASHTO SPECIFICATIONS.

-t / , .... / \ ) ;: / ,

~ C , =.,...., __ SEEADJACENTCHART

~ ~ ,,•'// (-~·--,\ ;: 1 ..... __ ,, _____ ,_, ..,J,

Tube Size Wall Thickness Area Wt/Ft I s r

Inches Nominal/Decimal Sq, Lbs. ln.4 ln.3 In. In.

I~ 1.75" __,.I 1-3/4 x 1-3/4 12 (,105) .485 2.06 .231 .264 ,690

SQUARE POST 2x2 12 (,105) ,590 2.42 .'Sl2 .'Sl2 ,794

2-1/4 X 2-1/4 12 (.105) .695 2.77 ,561 ,499 ,898

2-1/2 X 2-1/2 12 {.105) .803 3.14 .804 ,643 1.001

2-3/16x 2- 10 (,135) .841 3.43 ,605 .590 .846 3/16

I 2-1/2 X 2-1/2 10 {.135) 1,010 4.01 .979 .783 ,985

I = Moment of Inertia s = Sec:lion Modulus r = Radius of Gyration * AT RADIUS

WHEN POSSIBLE

TYPICAL STOP SIGN PLACEMENT

(UNCURBED SECTION)

POST: FHWA APPROVED GALVANIZED SQUARE (1.75" X 1.75" MIN.) SIGN POST WITH 7 /16" DIA. HOLES 1" APART TOP TO BOTTOM, POST SHALL BE TELESPAR OR EQUAL AND MEET THE SPECIFICATIONS SHOWN ON THIS PAGE.

STOP SIGN: 30" X 30" (MIN.) W/HIGH INTENSITY SHEETING

LOCATION: IN ACCORDANCE WITH THE TYPICAL STOP SIGN PLACEMENT DETAIL ABOVE, FOR ADDITIONAL LATERAL OFFSET CRITERIA SEE SECTION 2A.19 OF THE 2009 M,U,T,C.D.

REFLECTIVE POST STRIPS: SHALL BE A MINIMUM OF TWO (2) INCHES IN WIDTH AND SHALL EXTEND THE FULL LENGTH OF THE SIGN POST, THE COLOR SHALL MATCH THE BACKGROUND COLOR OF THE SIGN, EXCEPT THE COLOR FOR THE YIELD (Rl-2) SIGN AND DO NOT ENTER (R5-1) SIGN SHALL BE RED, SEE SECTION 2A,21 OF THE 2009 M.U.T.C.D,



TYPICAL

STREET NAME SIGN WITH STOP SIGN

CHRISTOPHER R. MORA, P,E. PUBLIC WORKS DIRECTOR March 2012 SHEET 10 of 19

#1 FLEXIBLE DELINEATOR POST MEDIAN INSTALLATION

r----- 2' TO 6' HIGH INTENSITY

REFLECTIVE SHEETING

#2

L T 8"

1"

4" CIRCUMFERENCE

OVER 6'

0 t 0 0

SPACE EQUALLY 18" MAX.

RADIUS POINT

#3 ----OVER 10' ----

/

RADIUS POINT

0

SPACE EQUALLY 2' MAX.

THE FLEXIBLE DELINEATOR POST (FDP) MAY BE USED ATTHE FOLLOWING LOCATIONS: * THE FIRST MEDIAN END OF A DIVIDED SECTION * SIGNALIZED INTERSECTIONS "' OTHER MAJOR INTERSECTIONS * LOCATIONS WHERE NEED HAS BEEN DETERMINED BY AN ENGINEERING STUDY * FOPs MAY BE INSTALLED ON MEDIAN BREAKS IMMEDIATELY IN ADVANCE OF ALL SIGNALIZED INTERSECTIONS

1. IT IS RECOMMENDED THAT BOTH THE SIGN AND POSTS BE USED ONLY WHERE NEED HAS BEEN DETERMINED BY AN ENGINEERING STUDY.

2. ON MEDIANS UNDER 4' WIDE, INSTALL ONLY ONE FOP AT THE MEDIAN NOSE. 3. THE FOP SHALL MATCH THE ADJACENT EDGE LINE COLOR (YELLOW OR WHITE). 4. EACH FOP SHALL HAVE AN 8" BAND OF HIGH INTENSITY SHEETING INSTALLED 1" BELOW THE TOP OF THE POST WHICH

MUST MATCH THE POST COLOR. S. FDP SHOULD BE 36" HIGH.

POINT

6. DESIGN SHOULD FOLLOW THE ADJACENT DRAWING. OTHER DESIGNS MAY BE APPROVED BY I.R.C. TRAFFIC ENGINEERING. 7. WHEN SHOWN ON THE PLANS, FDPs SHALL BE IDENTIFIED IN A SIMILAR MANNER TO THAT SHOWN ON THIS TYPICAL

(EMPTY DONUT SHAPE). 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.

8. FOP TYPE AND INSTALLATION METHODS MUST BE APPROVED BY I.R.C. TRAFFIC ENGINEERING PRIOR TO USE. 9. ON DIRECTIONAL MEDIANS THE FOPs MARKED MAY BE USED TO SUPPLEMENT THE EXISTING SIGNING, MARKINGS, ANO RPMs TO DETER WRONG WAY MANEUVERS. WHEN USED, FDPs SHOULD BE INSTALLED MIDWAY BETWEEN THE STRIPED CHEVRONS.

#4

;: ,::

Rl-1 & R3-SR

FDPs SHALL BE EQUALLY SPACED BETWEEN CONC. SEPARATOR AND ISLAND

CONC. SEPARATOR

SIDE STREET

LANDSCAPED MEDIAN

K

R6-1R&R3-2 i~ _i:® -

3' NOTE: FDPs SHALL BE SPACED A MIN. OF (3) FT n <J==:=i APART. A MAX. OF (4) FT. WHITE SHALL BE USED. . . . . . fDPs

2 A

CONC. SEPARATOR

~ ___ J-_~A~~~~~--=e::~~~~~==~~e,:; ~ B FDPs • \.,_ = FDPs SHALLBEEQUALLVSPACED

CONCRETE SEPARATOR

A= 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F=6" SKIP WHITE (10'· 30') G = 6" SKIP WHITE (6'-10') H = 6" SKIP WHITE (2'- 4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW

K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW (10- 30') M = 6" SKIP YELLOW {6'· 10') N = 6" SKIP YELLOW (2'· 4') P = RPM, MONO-DIRECTIONAL (WHITE/CLEAR) Q = RPM, Bl-DIRECTIONAL (AMBER/AMBER) R = FOP (WHITE) S = FOP (YELLOW) T = RPM, {WHITE/RED)

RPMs SHOWN OFF-LINE FOR GRAPHIC PURPOSES ONLY, RPMs SHALL BE INSTALLED QN THE STRIPE.

R6-1R& R3~ BETWEEN CONC. SEPARATOR AND ISLAND RAISED CONCRETE ISLAND

. SIDE STREET

\Rl - 1 & R3-SR

INDJAN RIVER COUNTY, FLORIDA


TYPICAL

FLEXIBLE DELINEATOR POST



* MINIMUM DIMENSIONS MAY BE EXTENDED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE.

* SEE CHART# 3, SHEET 2 FOR SINGLE TURN LANE & CHART# 4, SHEET 2 FOR DUAL LEFT TURN LANE MIN. STORAGE DISTANCES

-~-"''_

91' I 40• ,1· l 9' 25' 48' 9'

l+-....:;;_-+~----'---•I

R/WLINE

A A 4. •;1•:1 cC

--+ 3•- -+ 3' +-

CROSS SECTION ED NOTE: 1. IF TRANSITION IS DONE ON ONE SIDE OF THE ROAD, A

DOUBLING OF THE RIGHT OF WAY (R/W) TRANSITION WILL BE REQUIRED,

2. R/W REQUIREMENTS SHOWN REFLECT A 90 DEGREE INTERSECTION, FOR OTHER INTERSECTING ANGLES, MODIFY DIMENSIONS ACCORDINGLY.

3. FOR EXACT CROSSWALK PLACEMENT, PLEASE SEE DETAIL #2 ON SHEET 3 OF 18 OF THIS TYPICAL.

*320'

R/WLINE

,,, 'I : ll ! i '1•.1'; l

11 I [ I

.i ~ 1, •. ,1.:, i! ,I :, I so·

.J.

40' CORNER CLIP (TVP.)

180'~

~-• :_ ;·:,::~_: ~~~~=~- =~: .. :: J 80'

.~,..,,~--=, ~-... --~~.:;:;i;,:r:;:r,,,.,..,~.~,,;;,~~;;,;; s,;;=,=.. -- ---180"

50' RADIUS lYP.

I 40• · 40• I • 11

80'

R/WLINE

CROSS SECTION NOTE:

ASSUMES 90 DEGREE INTERSECTION, ALL OTHERS TO BE MODIFIED ACCORDINGLY (HOLD REQUIRED STORAGE LENGTH).

CD

INDIAN RIVER COUNlY, FLORIDA TRAFFIC ENGINEERING DIVISION

TYPICAL 80' X 80'

SINGLE LEFT TURN LANE EXPANDED INTERSECTION

CHRISTOPHERR. MORA, P.E, PUBLIC WORKS DIRECTOR


I 180'

E+ • I

80'I - I--

- _, -~ r = = - - ' - = -~ ,__

I *280'

--+- 50' • 320'

80'

I 40' 40' I , l f .. 1i!a.l ==3l=' _f __ e"_' _a!,1_9

•..,;::__ R/WLINE

11' 11' 12' 11' 11'

R/WUNE

___. +-+ .......... ___. __.

-3•- -+3•-

CROSS SECTION ED 91'

,.._ __ 40..;;..' ___ ,,,----"-"'-'----1 9' -

R/WLINE ~

.... NOTES:

36'

4 t 33'

I 4'

I ;

I

'

tfr•-1~~;1 -+ 4•

CROSS SECTION

,, 3'

CD 1. IF TRANSITION IS DONE ONLY ON ONE SIDE OF THE ROAD, A DOUBLING OF THE RIGHT OF WAY

(R/W) TRANSITION Will BE REQUIRED.

2. R/W REQUIREMENTS SHOWN REFLECT A 90 DEGREE INTERSECTION, FOR OTHER INTERSECTING ANGLES, MODIFY DIMENSIONS ACCORDINGLY.

3, FOR EXACT CROSSWALK PLACEMENT, PLEASE SEE DETAIL# 2, SHEET 3 OF THIS TYPICAL

9'

1.---- R/WLINE

40' CORNER CLIP

--. A A

le 150' ' *280'

- 180'

- --r- -

. I 50' .I.- ffi -

I

180' - - :1--,,; - ---

80'

I , • 1 I<-.---•:::0:..' ___ .,, ___ ..;4:::0:.' --->11,

9' 31' 31'

' R/WLINE----. 1··~

I I I +-.-

' I I

' I I

... "',.. -~ I

' I I

I ' I I

[:f:-:; ,. I -.- , mt _,c,,.,,o,.ss?,iS!!Ei!,CTJJIJ!D!:!N __ -f(D-'c

80' 1 ___ 40.;.;..• ___ 1 __ ---'.""o· __ +I

I ' I I

I ~

I I 'l~

I

i~ ---r-R/WLINE ~· " : " I'~

~ ~l ..... I ' 1

D w I

I 80'


* SEE CHART# 3, SHEET 2 FOR SINGLE TURN LANE & CHART #4, SHEET 2 FOR DUAL LEFT TURN LANE MIN. STORAGE DISTANCES,

.... ,, 3'

CROSS SECTION CD

R/WLINE

R/WLINE


TYPICAL 80' X 80'

EXPANDED "T'' INTERSECTION



D D

-

430'

430'

. 180'

I

,-- ' - +-.;;_ so -"',;;- r- 'l''"- -

I -- ~, •. "'' "' -= "'

SO',

100'

. I

- ' .

280' "- :, * 320'

I/ ,, ,';

4' db, --~ ': .. ·~.--~-

_.,,,, /"l _. -·,- 50' RADIUS TYP.

450'

*490'

100'

' 250'

·-=

430'

.

<•=-~- =, .. ,,,,,.., --

430'

.

-

D D

I: 94' 40' CORNER CLIP / i !,

R/WLINE-.,

-R/WLINE -.....

NOTES:

49' I 45'

' I

9' 31'4"'

IC' 38'8" ._!. I-

v~~-- R/W LINE

1-,1,-__ ..., 11-----'----i

~n __ · .. ~cri I:: I,!; 11¼;~,<.~1~1

--,.. 4' ---+- 4' .,_ CROSS SECTION G)

- 112'

50' 6" I

9' 30' I l_S'fj"

11'6"

I i I

A A

CROSS SECTION

61' 611

37'

ll'ri~ ~I ·u·l lu';>

-+ 4' .....

ED

9'

1.., ... ....-- R/WLINE

1. IF TRANSITION IS DONE ONLY ON ONE SIDE OF THE ROAD. A DOUBLING OF THE RIGHT OF WAY (R/W} TRANSITION WILL BE REQUIRED.

2. R/W REQUIREMENTS SHOWN REEFLECT A 90 DEGREE INTERSECTION. FOR OTHER INTERSECTING ANGLES, MODIFY DIMENSIONS ACCORDINGLY.

3. FOR EXACT CROSS WALK PLACEMENT, PLEASE SEE DETAIL# 2 ON SHEET3 OF THIS TYPICAL.


* SEE CHART# 3, SHEET 2 FOR SINGLE TURN LANE & CHART# 4, SHEET 2 FOR DUAL LEFT TURN LANE MIN. STORAGE DISTANCES.

-'

tJlt§lit?J1::ti

I 80' I

I

100'

I 49' 6" 50• 6" I

R/WLINE -11~. ::•:• :i:t~ R/WLINE

11' ~ ,. ~ 11' Ar-4_ ' I Ir! ~9 l'¾N i 11:rl -·- -·-CROSS SECTION CD ~.

,-------'9::::0' ____ .....,, I 80' I ___ ..;4::5:,.' ____ .1.,.. __ ,::4e.5' __ __, 40' 40'

--··---',"-''.:.4"_., 6' I 38' 8" ...i:. i- - ' 31' _:~= 31•.. 'I ~ -

'

~~,·~~~I \? ·Q I r~~ l'"¾li:?:1 -·- ---CROSS SECTION G)

- R/WLINE

,L!,"l, fi)' -+ 3•.- -+ 3•.-

CROSS SECTION ED



TYPICAL 80' X 80'

EXPANDED "T" INTERSECTION


March 2012 SHEET 14 0119

250' 230'

100' 250'

': _, ... :: L - 250' I

---~ f:_=·-.: .. =-_= ... ___ = ___ = __ :_~_= = --~ =- ===---~ = .. =. =. =3, ;,:.~_:'•·,...;_;:"'

7 n - ~~ ""~ - ~» _ - :.~ - "180' - - - - -~- • ' ::'>·: ,_ ~--~·- ·'. . _ ''.if!- _ _ _ -- _ -- _ _ _ __,ea::_··--_--_--,·_---::"''"

_Jt,-=•=·=··::·::c=··=··=-=·=·· =-=-·=··::;1-::::·::::::::=._· ::,::~o·"· =-==-==·-'"'1/.::i~:=~,,._ ~"'--:-"'"'-_·_'_~o_·._-_-_·...,:,,·~"'~o::~=-"_'°_' ,_._•~-•-• '_"_'_•-1-,-~-+J_')j" ;J .. ~l'(FI<_, -_· ~_-.;:.,+,,--·· ___ -__ -__ -_· _·-..,:-::-~-~-------:-· __ -_·_· -----1~----·-· .... ·~ .. :.:..' ---------1 128' b ,i' I ' j -....__"" SO'RADIUSTYP.

1----64_, ___ _:;;:l;:_ ___ 64-,---_.l ;I .sb i I i I i

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I , J' I I I

JI, ..... E

: I' ~r-i11'/I

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I 1 11

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•

'

R/WLINE

94'

I I 49' I 45'

I 9'

-+ 31'4" 6', : 38'8" 9'

I I

-"' I i<",,...-----·- R/W LINE

!~~,..,,. . ' " hn~r.r1 ,[( I .ii, I ¢" t'~l 111 CROSS SECTION CD ---,. 4•- --+- s·- --+- 4-

140'

64' I 76'

I

' II :1 ~ r Ii i it[

:1, I l I! ,! I~ 1

I I w ._ _ _;;45;_' --~ ~--c.,_-- I 40' I 40' l

90'

I ~ 45'

38' I 62' .. 16' 6"'1+-~ --i-

I I

~~A 12' 11' 11'

,,. I} /\. tr u ·1: w

TURNS

12' ~,·_

<,· . --+-4•- --+-4•-

CROSS SECTION CD NOTES:

1, IF TRANSITION IS DONE ONLY ON ONE SIDE OF THE ROAD. A DOUBLING OF THE RIGHT OF WAY (R/W) TRANSITION WILL BE REQUIRED.

2. R/W REQUIREMENTS SHOWN REEFLECT A 90 DEGREE INTERSECTION. FOR OTHER INTERSECTING ANGLES, MODIFY DIMENSIONS ACCORDINGLY.

3. FOR EXACT CROSS WALK PLACEMENT, PLEASE SEE DETAIL# 2 ON SHEET 3 OF THIS TYPICAL.

..--,, " ,.:•~, ... 1 ___ ,_

I ' ~I 11 u

1< 1 , 11 hi :j I

9' 27'4"

11' 12' 4"

6' I 38'8" I

I I I

.~,

~~1

9' '-----i==I ;-R/WLINE -",, :-1-r R/WLINE

,, .Z: ( .. "' / L" -3•- --+-3•-

CROSS SECTION 1.' 11 ' i I I 1

1

1 .

I· ji , ; I ' 1l --+-6'-+- --+-4'-+- ED ---.L -"l .. ,.., ·~'' i-,-----~ :r-i,,f;;i; ,, i, , ,. CI:' , :C, r, a If

I 30• d

CROSS SECTION

* MINIMUM DIMENSIONS MAY BE EXTENDED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE,

* SEE CHART# 3, SHEET 2 FOR SINGLE TURN LANE & CHART# 4, SHEET 2 FOR DUAL LEFT TURN LANE MIN. STORAGE DISTANCES.

ED INDIAN RI\JfR COUNTY, FLORIDA


TYPICAL

120' X 80' EXPANDED "T" INTERSECTION

DUAL LEFT TURN LANE

CHRISTOPHER R, MORA, P.E. PUBLIC WORKS DIRECTOR


DIRECTOR OR HIS OESIGNEE y BE EXTENDED BY THE PUBLIC W ' ORKS MINIMUM DIMENSIONS M

* SEE CHART# 3 DUAl 'SHEET z FOR SINGLE LEFT TURN LANE TURN LANE & C MIN. STORAGE DISTANCES.HART# 4, SHEET 2 FOR

D

D

430'

100' -+

250' 100'

- ...._ -

~--tao.:_=--=

- ...._ -.

I-

L 430' 100' 50' 40' CORNER CLIP

* 120' * 320'

9' 6'"

I 140' ,---"6~··--==::::'.:,1----J7~6'===:::1 39'4"

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..,......... R/W LINE

__ r~~.~~ • CROSS SECTION ffi -+ 4' -

120' Q7

I 60' __. 11' , 1 60' -1

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~~:---..l.-+-1-----L·----- R/WLINE -

-+ 4'.,._

CROSS SECTION ED

I II I

I NOTES: 140~~===--' • (R/W) TRANSITION Will BE R~;U?R~:,SIDE OF THE ROAD. A DOUBLING OFT --------11 'II . J ! I ! ! 1. IFTRANSlTIONISDONEONLY

1 I I 2, R/WREQUIREMENT HERIGHTOFWAY

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11

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ANGLES S SHOWN REEFLECT ' MODIFY DIMENSIONS ACCORO~:~EGREE INTERSECTION. FOR OT 3, FOREXACT CROSS • HERINTERSECTING

WALK PLACEME * 320' NT, PLEASE SEE DETAIL# 2 SHE •fc'\ 50' ET3 OFTHIS TYPICAL. CT:7 '120'

100' 430'

,@ r - ...,.._ - ...... - - ...... -

-- ___ 1-~-j "-. -

., - 250

,_, 100' 7 100' I 250' ..... I 430'

~ ,-.,;:: 1~ ~ -i::;

1- SO' RADIUS TYP,

I 115'

54'6"

! •

91 31'4' I R/W LINE -._ •

6, I s/~:

6

" ;1 ~ 13' ... l.d:::. 8' 2" ( I'.,,-- R/WLINE

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3

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CROSS SECTION -+ 3' <- ~ ~ I • 1./'1 U EB

I 50'6"

9' 27'4"

111:i , , 11 r11 11111 ll ijl II 7[ llilf _,!

CD,• ~ CROSS SECTION -+ 3 -

INOIAN RIVER c TRAFFIC ENGIN~EUNTY, FLORIDA

RING DIVISION .~1:::::1;---L 120'

TYPICAL 80' X 120'

EXPANDED INTERSECTION

CHRIST~~:~Rl:: TURN LANES

PUBLIC WORKS Ol~E~O~A, P.E,


NOTES: I 132' I * MINIMUM DIMENSIONS MAY BE EXTENDED BY THE PUBLIC WORKS

1. IF TRANSITION IS DONE ONLY ON ONE SIDE OF THE ROAD. A DOUBLING OF THE RIGHT OF WAY I DIRECTOR OR HIS DESIGNEE, (R/W) TRANSITION Will BE REQUIRED. , I I

I I

I * SEE CHART# 3, SHEET 2 FOR SINGLE TURN LANE & CHART# 4, SHEET 2 FOR

2. R/W REQUIREMENTS SHOWN REEFLECT A 90 DEGREE INTERSECTION. FOR OTHER INTERSECTING I I

I I DUAL LEFT TURN LANE MIN. STORAGE DISTANCES. ANGLES, MODIFY DIMENSIONS ACCORDINGLY. ' ,, I I

I I 3. FOR EXACT CROSS WALK PLACEMENT, PLEASE SEE DETAIL# 2 ON SHEET 3 OF THIS TYPICAL. ~"

I I

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~ A

250' ~ ~ * 320' I SO' 100' 2SO'

<vi ,

EE • I I I

'~ ® ✓ -

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- ··-7_ :, ' ... 250' - - - -·' " ..

.:<\.<:...\~-- ---- - - - - - - - - - - - - - - = . _- - ~ 1so·_- _ .. - - - - - - - - - - - - - - - . .

- "" - = - ' ' ' ,: /·.,.~ : -1:,~ f - 1/ w -I 50' I - ~' i

.. " 2SO' * 320' I * 490' -, -- " I'-- 40' CORNER CLIP A

"-.ID ' 250' 100' * 490'

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I I -132' ,, 110'

I I I I 55' I 55'

60'6" ' 71'6" I I li! I I I - M

9' 36' 10' ! 10' 36' 9'

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! 8' 2" ,- R/WLINE . I I

-r:i R/WLINE _,,.,

R/W LINE _,,., • i-1~ I

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1~! 1 -3•- -3•-I I

1 --+.3•- -5•- -3•- CROSS SECTION ED , I I

CROSS SECTION ED 11 '! II " ~ I I N lNOIAN RIVER COUNTY, FLORIDA . I TRAFFIC ENGINEERING DIVISION 11

TYPICAL 110'X110'

~ Ill'. II II 111 f I EXPANDED INTERSECTION • 'Q7 IUI I IM I I 1111 DUAL LEFT TURN LANES

I I CHRISTOPHER R. MORA, P.E. 110' PUBUCWORKS DIRECTOR


B B

9'6"

I 64'

39'4"

140'

76' I

I .. 6' :,i ___ _;:::,_~----·,--66'6"

R/WUNE --.. --~9'2"

1-k~~. I """"""~1"'\\l - -~ 12' 11' 12' 4" 13' 8" 12' ....-. 11' 11' 12' 12'

-·-~ .t:l °'r;r;r; ~ --+-4•-

CROSS SECTION ffi

NOTES:

1. IF TRANSITION { IS DONE ONLY ON ONE SID R/W) TRANSITION WILL BE REQUIRED E OF THE ROAD. A DOUBLING OF THE RI ' GHTOFWAY

9'6" -~ R/WUNE

2. R/W REQUIREMENTS SHOWN REEF LE ACCORDINGLY. FOR OTHER INTERSECTING ANGLES, MODIFY DIMENSIONS CT A 90 DEGREE INTERSECTION.

3· FOR EXACT CROSS W ALK PLACEMENT, PLEASE SEE DETAIL# 20N SHEET3 0 F THIS TYPICAL.

140'

" i1I .

'--

120'

JNDIAN RIVER COUNTY FLORIDA


TYPICAL

120'X 120' EXPANDED INTERSECTION DUAL LEFT TURN LANES

CHRISTOPHER R. MORA p E PUBLIC WORKS DIRECTOR , • •


172' -I

I I I , ,l I I I ., '

CHORD OF A 40' RADIUS l

~., ' '' * 490' 100'

B B

~ <a - - - r-- - - - - -.,.

- - - - - - - -250' ii e- . 180' - - - - "' - "' -C - w ~

* 320'

100' * 490'

172'

80' I 92'

I 11'3" 52'4" I 80'9"

I 8'6" -1 .. ! 7'11" 1-

I

CROSS SECTION ED NOTES:

1, IF TRANSITION lS DONE ONLY ON ONE SIDE OF THE {R/W) TRANSITION Will BE REQUIRED. ROAD, A DOUBLING OF THE RIGHT OF WAY

2, R/W REQUIREMENTS SHOWN REEFLECT A 90 DE ANGLES, MODIFY DIMENSIONS ACCORDINGLY. GREE INTERSECTION. FOR OTHER INTERSECTING

3. FOR EXACT CROSS WALK PLACEMENT, PLEASE SEE DETAIL# 2 ON SHEET 3 OF THIS TYPICAL.

.,

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* 320'

.. ··~ ---

50' n -,

250'

-

. - -

--

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II:~::::::::!!••[· :::::::::1~~•:· :::::::::ii••[· ~~:::::::i, I I I

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1'1'3" I -4..::~~----''~1::.· ----+I 17' 9" · .• 17'9" __.11-'::..;'-i-----"'::1~· ---•F1::1·1•::.".L..-

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n:;; -+- 4•-

CROSS SECTION CD

* MINIMUM DIMENSIONS MAY B DIRECTOR OR HIS DESIGNEE, E EXTENDED BY THE PUBLIC WORKS

* SEE CHART# 3, SHEET 2 FOR SINGL DUAL LEFT TURN LANE MIN STOREATGUERDNILANE & CHART# 4, SHEET 2 FOR

' STANCES.



TYPICAL

160' X 160' EXPANDED INTERSECTION

CHRISTOPHER R. MORA, P.E.


typical-drawings for pa ve.ment markings, signing · 2018-04-09 · sheet no. 1. general notes 2....

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