central florida chipley expressway … 1/11/2016 11:28:05 am c: ... multi-post sign table of...

SIGNING AND PAVEMENT MARKING PLANS

P.E. NO.:

ENGINEER OF RECORD:

SHEET DESCRIPTIONSHEET NO.

NO.

SHEET

YEAR

FISCAL

DESCRIPTIONDATE

SIGNING AND PAVEMENT MARKING PLANS

SIGNING AND PAVEMENT MARKING

SHOP DRAWINGS TO BE SUBMITTED TO:

11:28:05 AM c:\pw_working\flstate\p0089258\dms00370\keyssp01.dgnp0089258 1/11/2016

INDEX OF SIGNING AND PAVEMENT MARKING PLANS

BEE LINEEXPRESSWAY

FLO

RID

A STU

RNPIK

E

10

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

75

10

LAKE CITY 295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON75

95

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

KEY SHEET REVISIONS

CONTRACT PLANS

EXPRESSWAY AUTHORITY

LOCATION OF PROJECTORANGE COUNTY (75)

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

PLANS PREPARED BY:

S-1

DAVID E. WAGNER, P.E.

49363

PHONE: (407) 702-6800

VENDOR NO. 36-098-270CERTIFICATE OF AUTHORIZATION NO. 1838

201 E. PINE ST., SUITE 900, ORLANDO, FL 32801

(407) 702-6800ORLANDO, FL 32801201 E. PINE ST., SUITE 900DAVID E. WAGNER, P.E.

SR 429 (WEKIVA PARKWAY)

CONTRACT NO. 429-205

TO EAST OF MOUNT PLYMOUTH ROAD (CR 435)

EAST OF SR 429/SR 46 SYSTEM INTERCHANGE

2017

BOARD MEMBERSCENTRAL FLORIDA EXPRESSWAY AUTHORITY

BOARD MEMBERBOARD MEMBERBOARD MEMBERORANGE COUNTY MAYOROSCEOLA COUNTY COMMISSIONERCITY OF ORLANDO MAYORSECRETARY/TREASURERVICE CHAIRMANCHAIRMAN

CFX PROJECT MANAGER: GLENN M. PRESSIMONE, P.E.

CENTRAL FLORIDA

S-40

S-39

S-38

S-37

S-36

S-35

S-34

S-30 - S-33

S-27 - S-29

S-7 - S-26

S-4 - S-6

S-2 - S-3

S-1

S. MICHAEL SCHEERINGAJAY MADARAANDRIA KERRTERESA JACOBSFRED HAWKINS, JR.BUDDY DYERBRENDA CAREYS. SCOTT BOYDWELTON CADWELL

BRIDGE MOUNTED LOGO INSTALLATION

CANTILEVER SIGN SPT BORING RESULTS

CANTILEVER SIGN STRUCTURE DATA TABLE

SIGN UPRIGHT PAINTING

SIGN CROSS SECTION

LINE OF SIGHT FOR USE ON MAINLINE

MULTI-POST SIGN TABLE OF VARIABLES

CFX DETAILS

GUIDE SIGN WORKSHEETS

SIGNING AND PAVEMENT MARKINGS

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

FEBRUARY 2016

BID SET

TABULATION OF

QUANTITIES

S-2


ITEM NO.

PAY

SHEET

REF.

FINALPLANFINAL PLANFINALPLAN FINALPLAN

DESCRIPTION

SHEET NUMBERS

UNIT

FINALPLANFINAL PLANFINALPLAN FINALPLAN PLANFINALPLANFINALPLAN FINALPLANFINAL

S-16 S-15 S-14 S-9 S-8 S-7 S-10 S-13 S-12 S-11TOTAL

GRAND

SHEET

THIS

TOTAL

101

5

1

2

100

5

1

1

50

4

1

35

1

1

32

1

35

2

0.089

0.089

0.089

0.044

0.265

0.265

0.265

0.133

0.265

0.265

0.265

0.133

0.265

0.265

0.265

0.031

0.265

0.265

0.265

0.265

0.265

0.265

0.265

0.265

0.265

0.265

0.265

0.265

0.242

0.242

0.242

0.265

0.265

0.265

2.451

2.451

2.451

0.341

40

7

498

21

4

1

1

9

6

35

1

2

2

35

1

2

35

2

2/3/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\tabqsp01.dgn2:26:53 PM

CERTIFICATE OF AUTHORIZATION NO. 1838

201 e PINE STREET, SUITE 900, ORLANDO, FL 32801

P.E. LICENSE NO. 49363

PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET

ROAD NO. PROJECT NO.

SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

LIGHTINGW/

W/LIGHTING

713-102-533

713-102-513

713-102-211

713-102-134

711-17

711-16-211

711-16-112

711-16-111

711-15-211

711-15-131

711-15-111

711-11-124

711-11-151

706-3

705-11-1

700-4-113

700-3-301B

700-3-227

700-3-224

700-2-60

700-2-16

700-2-14

700-2-12

700-1-74

700-1-60

700-1-13

700-1-12

700-1-11

WHITE/BLACK CONTRAST, SKIP, 9"

PREFORMED TAPE, HIGH PERFORMANCE.

WHITE/BLACK CONTRAST, SOLID, 9"

PREFORMED TAPE,HIGH PERFORMANCE,

SOLID, 6"

PREFORMED TAPE, HIGH PERFORMANCE, YELLOW,

SKIP, 12"

PREFORMED TAPE, HIGH PERFORMANCE, WHITE,

THERMOPLASTIC PAVEMENT MARKINGS

THERMOPLASTIC, REMOVE EXISTING

YELLOW, SOLID, 6"

THERMOPLASTIC, STANDARD-OTHER SURFACES,

WHITE, SOLID, 8"


WHITE, SOLID, 6"


SURFACES, YELLOW, SOLID, 6"

THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT

SURFACES, WHITE, SKIP, 6", 10-30 SKIP


SURFACES, WHITE, SOLID, 6"


THERMOPLASTIC, STANDARD, WHITE, SOLID, 18"

THERMOPLASTIC, STD, WHITE, DOTTED/GUIDELINE, 6"

YELLOW/YELLOW

WHITE/RED

RETRO-REFLECTIVE PAVEMENT MARKERS

DELINEATOR, FLEXIBLE TUBULAR

OH STATIC SIGN STRUCT, F&I, CANTILEVER, 31-40 FT

SIGN PANEL, F&I BRIDGE MOUNT, UP TO 12 SF

SIGN PANEL, F&I OH MOUNT, 201-300 SF

SIGN PANEL, F&I OH MOUNT, UP TO 50 SF

MULTI- POST SIGN, F&I GROUND MOUNT, REMOVE

MULTI- POST SIGN, F&I GROUND MOUNT, 101-200 SF



SINGLE POST SIGN, F&I CUST WIND LOAD AREA>30SF

SINGLE POST SIGN, REMOVE

SINGLE POST SIGN, F&I GROUND MOUNT, 21-30 SF


SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF

GM

NM

NM

GM

SF

NM

NM

NM

NM

GM

NM

LF

LF

EA

EA

AS

AS

EA

EA

AS

AS

AS

AS

AS

AS

AS

AS

AS

TABULATION OF

QUANTITIES

S-3


ITEM NO.

PAY

SHEET

REF.

FINALPLANFINAL PLANFINALPLAN FINALPLAN

DESCRIPTION

SHEET NUMBERS

UNIT

FINALPLANFINAL PLANFINALPLAN FINALPLAN PLANFINALPLANFINALPLAN FINALPLANFINAL

S-26 S-25 S-24 S-19 S-18 S-17 S-20 S-23 S-22 S-21TOTAL

GRAND

SHEET

THIS

TOTAL

35

2

35

2

35 35

2

35

1

2

2

0.265

0.265

0.265

0.227

0.227

0.227

0.265

0.265

0.265

0.265

0.265

0.265

0.038

0.038

0.038

0.227

0.227

0.227

0.265

0.265

0.265

0.265

0.265

0.265

0.174

0.017

0.144

14

52

0.145

0.175

0.145

0.296

0.127

0.296

202

44

2

1

14

30

1

1

1

1

23

2

40

22

16

852

21

1

2

1

1

2

6

1

2

1

36

2

11

8

24

38

2

1

2

64

290

1

2

1

1

2

2

2

36

2

2

2

46

0.017

1.325

1.325

1.325

46

0.470

0.144

0.440

0.637

0.684

0.637

216

96

3.776

3.776

3.776

0.341

46

0.470

0.144

0.440

0.637

0.684

0.637

216

96

2/3/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\tabqsp02.dgn2:26:59 PM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

LIGHTINGW/

W/LIGHTING

713-102-533

713-102-513

713-102-211

713-102-134

711-17

711-16-211

711-16-112

711-16-111

711-15-211

711-15-131

711-15-111

711-11-124

711-11-151

706-3

705-11-1

700-4-113

700-3-301B

700-3-227

700-3-224

700-2-60

700-2-16

700-2-14

700-2-12

700-1-74

700-1-60

700-1-13

700-1-12

700-1-11

WHITE/BLACK CONTRAST, SKIP, 9"

PREFORMED TAPE, HIGH PERFORMANCE.

WHITE/BLACK CONTRAST, SOLID, 9"

PREFORMED TAPE,HIGH PERFORMANCE,

SOLID, 6"

PREFORMED TAPE, HIGH PERFORMANCE, YELLOW,

SKIP, 12"

PREFORMED TAPE, HIGH PERFORMANCE, WHITE,

THERMOPLASTIC PAVEMENT MARKINGS

THERMOPLASTIC, REMOVE EXISTING

YELLOW, SOLID, 6"


WHITE, SOLID, 8"


WHITE, SOLID, 6"


SURFACES, YELLOW, SOLID, 6"


SURFACES, WHITE, SKIP, 6", 10-30 SKIP


SURFACES, WHITE, SOLID, 6"


THERMOPLASTIC, STANDARD, WHITE, SOLID, 18"

THERMOPLASTIC, STD, WHITE, DOTTED/GUIDELINE, 6"

YELLOW/YELLOW

WHITE/RED

RETRO-REFLECTIVE PAVEMENT MARKERS

DELINEATOR, FLEXIBLE TUBULAR

OH STATIC SIGN STRUCT, F&I, CANTILEVER, 31-40 FT

SIGN PANEL, F&I BRIDGE MOUNT, UP TO 12 SF

SIGN PANEL, F&I OH MOUNT, 201-300 SF

SIGN PANEL, F&I OH MOUNT, UP TO 50 SF

MULTI- POST SIGN, F&I GROUND MOUNT, REMOVE




SINGLE POST SIGN, F&I CUST WIND LOAD AREA>30SF

SINGLE POST SIGN, REMOVE



SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF

GM

NM

NM

GM

SF

NM

NM

NM

NM

GM

NM

LF

LF

EA

EA

AS

AS

EA

EA

AS

AS

AS

AS

AS

AS

AS

AS

AS

SIGNING GENERAL NOTES

GENERAL NOTES

S-4

FOR ALL STANDARD AND NON-STANDARD GROUND MOUNTED SIGNS, SINGLE AND MULTI-POST.

THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SIGNS. SHOP DRAWINGS SHALL INCLUDE VHB CALCULATIONS 1.

THE CONTRACTOR'S EXPENSE.

OR TO REMAIN THAT ARE DAMAGED DURING THE CONSTRUCTION PROCESS SHALL BE REPLACED IN KIND AT

ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE NOTED. ANY SIGNS SCHEDULED TO BE RELOCATED 2.

NOT USED.3.

INSTALLATION IS COMPLETED.

ALL EXISTING SIGNS ARE TO REMAIN VISIBLE UNTIL SUCH TIME AS THE PROPOSED SIGN ASSEMBLY 4.

HIGHWAY SIGNS MANUAL, FHWA, 2004 WITH THE 2012 SUPPLEMENT.

EXCEPT WHERE NOTED, CODE NUMBER AND SIGN LISTED ARE STANDARD AS SHOWN IN MUTCD 2009 AND STANDARD 5.

LAND SURVEYOR. NO ADDITIONAL PAYMENT WILL BE ALLOWED.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE SIGN LOCATIONS RE-ESTABLISHED BY A FLORIDA REGISTERED

LAND SURVEYOR. IF THE STAKES AND/OR PAINTED MARKS ARE OBLITERATED DURING THE CONSTRUCTION PROCESS,

THE CONTRACTOR SHALL ESTABLISH, STAKE AND PAINT SIGN LOCATIONS WITH THE USE OF A FLORIDA REGISTERED 6.

ACCORDANCE WITH FDOT INDEX 17302, UNLESS NOTED OTHERWISE IN THE PLANS.

THE CONTRACTOR SHALL SET ROADWAY GROUND MOUNT SIGNS AT PROPER DEFLECTION ANGLE TO THE ROADWAY IN8.

NO SIGNS SHALL BE MOUNTED BACK TO BACK WITH STOP OR YIELD SIGNS.

THE CEI SHALL APPROVE COMMON POST MOUNTING OF REGULATORY SIGN PANELS PRIOR TO ASSEMBLY INSTALLATION.9.

SHOWN IN THE PLANS. THE CEI SHALL APPROVE THE LOCATIONS ALONG THE TRUSS PRIOR TO INSTALLATION.

CARE SHALL BE TAKEN THAT OVERHEAD PANELS ARE POSITIONED OVER THE LANE(S) TO WHICH THEY APPLY AND AS 10.

REGARDLESS OF LOCATION, I.E. ROADSIDE OR TOP OF BARRIER WALL.

MILEPOST MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VERTICAL CLEARANCE CRITERIA IN INDEX 17302 11.

OF REMOVAL.

ASSEMBLIES SCHEDULED FOR REMOVAL SHALL BE TAKEN OFF THE PROJECT SITE BY THE CONTRACTOR WITHIN 48 HOURS

AND DISPOSED OF AT HIS EXPENSE EXCEPT WHERE SPECIFIED IN THE PLANS OR SPECIAL PROVISIONS. ALL SIGN

EXISTING SIGN PANELS AND/OR SIGN ASSEMBLIES TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR 16.

THE CONTRACTOR SHALL VERIFY FIELD ELEVATIONS FOR VERTICAL SUPPORTS FOR ALL SIGNS PRIOR TO FABRICATION.17.

URBAN AREAS, WHICHEVER GOVERNS.

SPAN TYPE STRUCTURES SHALL MEET THE CRITERIA A.) ABOVE OR THE FDOT STRUCTURES MANUAL CRITERIA FORB)

PANEL SHALL BE POSITIONED TO MATCH THE END OF THE CANTILEVER ARM FOR AESTHETICS.

CANTILEVER ARM LENGTHS AND UPRIGHT HEIGHTS WERE DETERMINED BASED ON INITIAL SIGN CONFIGURATION. INITIALC)

PAD SHALL BE UTILIZED FOR ALL OVERHEAD SIGN STRUCTURES.

SHALL EXTEND A MINIMUM 3 INCHES ABOVE THE GROUND LINE OR THE DESIGN HIGH WATER LINE AND A 3 INCH GROUT

FOUNDATION DETAILING SHALL BE ACCORDING TO FDOT INDEX 11310 OR 11320, EXCEPT THE DRILLED SHAFT OR PEDESTAL D)

WERE FOR STRUCTURE DESIGN PURPOSES ONLY AND ARE NOT PART OF THIS CONTRACT.

SIGN PANEL AREAS ARE NOT SHOWN ON THE CROSS SECTIONS. ANY FUTURE PANELS SHOWN ON THE CROSS SECTIONS

CANTILEVER ARM LENGTHS WERE DETERMINED BASED ON THE INITIAL SIGN CONFIGURATION. THE 20% INCREASED E)

NO ADDITIONAL PAYMENT WILL BE PERMITTED.

CERTAIN PANELS. PANELS SHALL NOT BE INSTALLED AND COVERED WITHOUT PRIOR APPROVAL FROM THE AUTHORITY.

DUE TO THE TIMING OF ADJACENT CONTRACTS, THE CEI MAY DIRECT THE CONTRACTOR TO DELAY INSTALLATION OF20.

SHAPE, IF APPLICABLE, SHALL BE USED THROUGHOUT THE ENTIRE PROJECT.

POST MATERIAL UPON PROVIDING ADEQUATE JUSTIFICATION TO THE PROJECT ENGINEER. THE SAME POST MATERIAL AND

RESPONSIBILITY TO VERIFY POST SIZES AND LENGTHS PRIOR TO FABRICATION. THE CONTRACTOR MAY USE AN ALTERNATE

STEEL AND ALUMINUM POST SIZES ARE SHOWN IN THE PLANS FOR MULTI-POST MOUNTED SIGNS. IT IS THE CONTRACTOR'S 21.

TOP MOUNTED LUMINARIES SHALL NOT BE ALLOWED ON THE MAINLINE WITHIN THE AUTHORITY'S JURISDICTION.28.

CAP OFF IN THE CONNECTOR BOX.

THE CONTRACTOR SHALL PROVIDE WIRING AND PULL BOXES (AS NECESSARY) TO ALL FUTURE SIGN PANEL POSITIONS AND 29.

NOT USED.30.

IN THE OPPOSITE DIRECTION.

LUMINARIES MUST BE AT AN ANGLE SUFFICIENT TO PREVENT THEM FROM SHINING INTO THE FACES OF DRIVERS TRAVELING

THE SIGN LIGHTING LUMINARIES SHALL BE "NIGHT AIMED" TO ASSURE PROPER ILLUMINATION OF THE SIGN SURFACE. THE 31.

THE CONTRACTOR SHALL ENERGIZE OVERHEAD SIGN LUMINAIRES WITHIN 24 HOURS OF INSTALLATION.33.

TO INSTALLATION OF ROADWAY SIGNAGE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING ROADWAY LIGHTING CONDUIT PRIOR 34.

FDOT WIND LOAD CRITERIA. SEE SPECIAL PROVISIONS.

PROPER INSTALLATION OF VHB. VHB TAPE SHALL NOT BE REUSED ONCE INSTALLED. DESIGN SHALL MEET MOST CURRENT

PLATES ON ALL SINGLE AND MULTI-POST SIGN ASSEMBLIES. CONTRACTOR SHALL MEET ALL 3M REQUIREMENTS FOR

COMBINATION WITH MECHANICAL FASTENERS SHALL BE USED TO ATTACH PANELS TO WIND BEAMS, BRACKETS AND SPLICE

3M SCOTCH BRAND VERY HIGH BOND (VHB) ACRYLIC FOAM TAPE NUMBER 4950 OR THE AUTHORITY'S APPROVED EQUAL IN 37.WITH THE LATEST FDOT DESIGN STANDARDS, INDEX DRAWINGS AND THE FOLLOWING REQUIREMENTS:

DESIGN. IN ACCORDANCE WITH FDOT STRUCTURES MANUAL, THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE

SIGN ITEM 700-4-113: DESIGN WIND LOADS SHALL BE BASED ON BASIC WIND SPEED OF 130 MPH WAS USED IN THE 18.

SHALL BE SATISFIED.

ROADWAY SAFETY SHALL NOT BE COMPROMISED AND ADA REQUIREMENTS FOR UNOBSTRUCTED PEDESTRIAN PATHS

AND INSPECTOR (CEI). THE ENGINEER OF RECORD MUST APPROVE EXTREME LOCATION CHANGES. IN ALL CASES

PUBLIC SIDEWALK CURB RAMPS, ETC. MAY BE ADJUSTED SLIGHTLY AS DIRECTED BY THE CONSTRUCTION ENGINEER

SIGN ASSEMBLY LOCATIONS SHOWN ON PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, 7.

THE PURPOSE OF PROVIDING MAXIMUM FLEXIBILITY FOR FUTURE USE.

OF TRAVEL, A FUTURE PANEL, INCLUDING EXIT NUMBER, SHALL BE CONSIDERED OVER THE OPPOSITE ROADWAY FOR

BOTTOM JUSTIFIED ON THE TRUSS. WHEN THE SPAN TRUSS IS TO ACCOMMODATE PANEL(S) OVER ONLY ONE DIRECTION

INCREASE THE PROPOSED SIGN PANEL DEPTH BY 20% FOR DESIGN WITH THE FUTURE PANEL (S) ASSUMED TO BEA)

SEE LIGHTING GENERAL NOTES FOR INFORMATION REGARDING SIGN LUMINAIRES.27.

ITEMS MAY ONLY BE DEFERRED AT THE DIRECTION OF THE CEI.

SHALL BE REMOVED 36" BELOW THE GROUND SURFACE AND IS TO BE INCLUDED WITH SIGN REMOVAL. FINAL WORK

MOUNT AND OVERHEAD SIGN REMOVAL LOCATIONS WITHIN 24 HOURS. FOUNDATIONS FOR ALL OVERHEAD SIGN STRUCTURES

THE CONTRACTOR SHALL COMPLETELY FILL IN ALL HOLES WITH SELECT MATERIALS IN 12" LIFTS AND SOD GROUND 12.

SIGN ASSEMBLY.

TO BEGINNING ANY CONSTRUCTION ACTIVITY. ALL EROSION CONTROL WORK AND MATERIALS SHALL BE INCLUDED IN THE

REQUIRED IN THE SPECIFICATIONS. AN EROSION CONTROL PLAN SHALL BE SUBMITTED TO THE CEI FOR APPROVAL PRIOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK, WHEN NECESSARY, TO MEET ALL EROSION CONTROL CRITERIA AS 13.

INCIDENTAL TO THE SIGN ASSEMBLY.

ALL EXCESS EXCAVATION AND WASTE MATERIALS OFF-SITE. REMOVAL OF THESE MATERIALS SHALL BE CONSIDERED

TO BE INCLUDED IN THE SIGN ASSEMBLY. ALL DISTURBED AREAS SHALL BE SODDED. THE CONTRACTOR SHALL HAUL

SODDING, CLEARING AND GRUBBING, GUARDRAIL RE-SETTING OR FENCE RE-SETTING) IS CONSIDERED INCIDENTAL, AND IS

ALL MISCELLANEOUS WORK NECESSARY IN THE SHOULDER AREA TO CONSTRUCT AND/OR REMOVE SIGNS (I.E. GRADING, 14.

EXISTING PANELS ATTACHED.

EXISTING SIGNS TO BE REMOVED SHALL BE MEASURED BY THE POST ASSEMBLY REGARDLESS OF THE NUMBER OF15.

AND SHALL BE CONSIDERED INCIDENTAL TO THE SIGN ASSEMBLY.

SURVEYED BY A FLORIDA REGISTERED LAND SURVEYOR AND SUBMITTED IN A WRITTEN REPORT TO THE CEI FOR APPROVAL

PRIOR TO ERECTION OF ANY OVERHEAD SIGN STRUCTURES, THE AS-BUILT LOCATION OF THE ANCHOR BOLTS SHALL BE 19.

NOT USED.26.

NOT USED.25.

SATISFACTION OF THE ENGINEER OF RECORD.

SHALL BE REPAIRED OR REPLACED IN KIND BY THE CONTRACTOR AT HIS EXPENSE. ALL REPAIRS SHALL MEET THE

AND/OR FON CONDUIT, DMS CONTROLLER BOXES, ANTENNAE, ETC. ANY EQUIPMENT DAMAGED DURING THE PAINTING PROCESS

PAINTING PROCESS. EQUIPMENT SHALL INCLUDE BUT IS NOT LIMITED TO ELECTRICAL DISCONNECT SWITCH BOXES, ELECTRICAL

THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL EQUIPMENT ATTACHED TO SIGN UPRIGHTS PRIOR TO BEGINNING THE24.

AND FREE OF DEBRIS BEFORE PRIMER AND FINISHED COAT(S) ARE APPLIED.

ALL BOLTS, CROSS BRACE DIAGONALS AND FLANGES NOTED ON THE PLANS DETAIL SHEET(S) SHALL BE THOROUGHLY CLEANED

SIGN STRUCTURE UPRIGHT SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE SPECIAL PROVISIONS BEFORE PAINTING.23.

PROPOSED UPRIGHTS SHALL BE CONSIDERED INCIDENTAL TO STRUCTURE INSTALLATION. SEE SPECIAL PROVISIONS.

COMPLETION. PAINTING SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION AND PLAN DETAIL(S). PAINTING

ALL SUPPORT COLUMNS FOR OVERHEAD SIGN STRUCTURES SHALL BE PAINTED WHEN PROJECT REACHES SUBSTANTIAL 22.

CONSIDERED INCIDENTAL TO THE SIGN ASSEMBLY OR NEW SIGN LUMINAIRE INSTALLATION AS APPROPRIATE.

THE CEI SHALL REPORT ANY DISCREPENCIES TO THE ENGINEER OF RECORD FOR RESOLUTION. SHIELDING SHALL BE

WHEN INCLUDED IN PLANS THE CEI SHALL FIELD VERIFY AND DOCUMENT NEED FOR SHIELDING PRIOR TO INSTALLATION.

SIGN LIGHTING LUMINARIES MAY REQUIRE SHIELDING TO PREVENT GLARE INTO NEIGHBORING RESIDENTIAL PROPERTIES. 32.

EXOTHERMICALLY WELDED.

REQUIRED LENGTH OF 20 LINEAR FEET AND A MEASURED RESISTANCE OF 25 OHMS OR LESS. ALL CONNECTIONS SHALL BE

BE INCIDENTAL TO THE STRUCTURE. INSTALLATION SHALL BE IN ACCORDANCE WITH FDOT INDEX 17505 WITH A MINIMUM

GROUNDING ELECTRODES AND PULL BOXES ARE REQUIRED PER UPRIGHT ON EACH NEW SPAN TRUSS STRUCTURE AND SHALL

A SEPARATE GROUNDING ELECTRODE AND PULL BOX IS REQUIRED PER UPRIGHT OF EACH NEW CANTILEVER. TWO SEPARATE 35.

ASSEMBLY.

SHALL BE INSTALLED FOR EACH ELECTRODE WITHIN THE ARRAY AND SHALL BE CONSIDERED INCIDENTAL TO THE SIGN

FOR LOCATIONS THAT REQUIRE A GROUNDING ELECTRODE ARRAY (AS DETERMINED BY THE CEI), A SEPARATE PULL BOX 36.

2/3/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\gnntsp01.dgn2:27:06 PM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

GENERAL NOTES

S-5

OVERHEAD AND GROUND MOUNTED PANELS SHALL BE COUNTERSUNK SCREWS.

MECHANICAL FASTENERS USED TO ATTACH SIGN PANELS TO WIND BEAMS, BRACKETS AND SPLICE PLATES FOR ALL 38.

DEMOUNTS SHALL BE PAINTED WITH COLOR TO MATCH SHEETING AT RIVET LOCATION. SEE SPECIAL PROVISIONS.

THE CONTRACTOR SHALL PATCH ALL COUNTERSUNK SCREWS ON ALL NEW SIGN FACES. RIVETS ON OVERLAYS AND/OR 39.

NOT USED.40.

NOT USED.41.

NOT USED.42.

NOT USED.43.

NOT USED.44.

ACTIVITY.

RESPONSIBILITY TO DETERMINE THE EXACT LOCATION AND OWNERSHIP OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION

ADDITIONAL UTILITIES WITHIN THE CONSTRUCTION AREAS WHICH ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S

UTILITY LOCATIONS SHOWN IN THE PLANS ARE APPROXIMATE. SEE UTILITY ADJUSTMENT PLANS. THERE MAY BE 45.

OF PROPOSED SIGN STRUCTURES.

OVERHEAD SIGN STRUCTURES SHALL BE MANUALLY LOCATED VIA SOFT DIG EXCAVATION PRIOR TO THE CONSTRUCTION

THE AUTHORITY'S FIBER OPTIC TONE WIRE, CONDUIT, AND LOCATE TAPE WITHIN FIVE (5) FEET OF MULTI-POST AND 46.

NOT USED.48.

FEATURES MAY BE INSTALLED. FINAL WORK ITEMS MAY ONLY BE DEFERRED AT THE DIRECTION OF THE CEI.

(I.E. GRADING, CLEAN-UP, ETC.) IMMEDIATELY UPON INSTALLATION OF SIGN ASSEMBLY SUCH THAT LANDSCAPING

AT LOCATIONS WITHIN PLANNED LANDSCAPING AREAS (BY OTHERS), THE CONTRACTOR SHALL COMPLETE ALL WORK50.

ALLOWED.

0.125 INCHES THICK. ALL SIGN OVERLAYS SHALL BE A MINIMUM OF 0.08 INCHES THICK. EXTRUDED PANELS SHALL NOT BE

ALL NEW SIGN PANELS REGARDLESS OF MOUNTING (OVERHEAD, SINGLE POST OR MULTI-POST) SHALL BE A MINIMUM OF51.

YELLOW-GREEN SHEETING OR THE AUTHORITY'S APPROVED EQUAL.

SCHOOL CROSSING SIGNS (S1-1) AND SUPPLEMENTAL PLAQUES SHALL BE FABRICATED USING 3M DG3 FLUORESCENT

(W3-5), CURVES AND PEDESTRIAN CROSSINGS SHALL BE 3M FLUORESCENT DG3 SHEETING OR THE AUTHORITY'S APPROVED EQUAL.

AUTHORITY'S APPROVED EQUAL. WARNING SIGNS FOR LANE DROP (W4-2), LANE ENDS (W9-1, W9-2), REDUCE SPEED AHEAD

MULTI-POST) OR LIGHTING SHALL BE FABRICATED USING 3M DIAMOND GRADE CUBED (DG3) SHEETING OR THE

ALL ROADWAY AND TOLL GANTRY SIGN PANELS REGARDLESS OF LOCATION, MOUNTING TYPE (OVERHEAD, SINGLE OR 52.

MARKER ASSEMBLIES SHALL MATCH THE ASSOCIATED SHIELD.

THE COLOR(S) OF ALL PANELS POSITIONED ABOVE AND BELOW A ROUTE SHIELD (U.S., STATE, COUNTY AND TOLL) IN ROUTE53.

NOT USED.54.

NOT USED.55.

REPRESENTATIVE PHOTOGRAPH IS REQUIRED FOR MULTIPLE IDENTICAL SPECIAL DESIGN ROUTE MARKER COMPONENTS.

REQUIRED FOR MULTI-POST ROUTE MARKER COMPONENT PANELS UNLESS THEY ARE SPECIAL DESIGN. ONLY ONE

IF THE PANEL HAS BEEN FABRICATED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. PHOTOGRAPHS WILL NOT BE

PREFERRED. PHOTO DETAIL AND RESOLUTION SHALL BE SUCH THAT REVIEWER WILL BE ABLE TO REASONABLY DETERMINE

REPRESENTATIVE SHALL APPROVE THE PHOTOS PRIOR TO SHIPMENT. DIGITAL FORMAT IS ACCEPTABLE; "JPG" FORMAT

OF THE PICTURES TO THE EOR AND THE AUTHORITY'S REPRESENTATIVE. THE CEI, EOR AND THE AUTHORITY'S

AND OVERHEAD MOUNTED SIGNS. PHOTOGRAPHS SHALL BE SUBMITTED TO THE CEI. THE CEI SHALL FORWARD A COPY

THE SIGN PANEL FABRICATOR SHALL PROVIDE A COLOR PHOTOGRAPH OF THE ASSEMBLED PANEL FOR ALL MULTI-POST 57.

WARRANTY AND LOCAL SITES WHERE PRODUCT IS CURRENTLY IN USE.

ALL SAMPLES SHALL INCLUDE MANUFACTURER'S INFORMATION INCLUDING, BUT NOT LIMITED TO, SPECIFICATIONS,

APPLICABLE COLORS SHALL BE SUBMITTED TO THE AUTHORITY FOR APPROVAL PRIOR TO FABRICATION OR USE.

SPECIFIED IN THE GENERAL NOTES OR PLAN DETAILS, A 4" X 4" (SHEETING) OR 24" X 1" (TAPE) SAMPLE OF EACH IN ALL

IF SIGN SHEETING, COLORS OR ADHESIVE TAPE MATERIALS ARE PROPOSED FOR USE OTHER THAN THE 3M PRODUCTS 58.

NOT USED.61.

ON THE DETAIL SHEET FOR SPECIAL DESIGN MILE POSTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILLING OUT THE COLUMN ENTITLED "AS-BUILT STATION" IN THE TABLE 60.

NOT USED.59.

NOT USED.49.

DATE OF INSTALLATION

SHEETING MANUFACTURER/NAME OF SHEETING

FABRICATOR'S INITIALS/DATE OF FABRICATION

CFX/PROJECT NUMBER

SHALL CONTAIN THE FOLLOWING INFORMATION:

CLEARLY LEGIBLE. LETTERS SHALL BE WHITE IF THE BACK OF THE PANEL HAS BEEN PAINTED BLACK. THE DECAL

MOUNTING TYPE (OVERHEAD, SINGLE OR MULTI-POST). LETTERS SHALL BE BLACK AND LARGE ENOUGH TO BE

A DECAL SHALL BE PROVIDED ON BACK OF ALL NEW PANELS AND OVERLAYS (FULL OR PARTIAL) REGARDLESS OF56.

REMOVAL OR TRIMMING FROM THE LINE OF SIGHT.

INCIDENTAL TO THE SIGN ASSEMBLY. SEE "LINE OF SIGHT FOR USE ON MAINLINE" DETAIL FOR VEGETATION

FOR ALL OVERHEAD AND GROUND MOUNTED SIGNS. VEGETATION REMOVAL AND TRIMMING SHALL BE CONSIDERED

VEGETATION SHALL BE REMOVED OR CUT BACK AS DIRECTED BY THE CEI TO PROVIDE ADEQUATE SIGHT DISTANCE 47.





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

GENERAL NOTES

S-6

PAVEMENT MARKING GENERAL NOTES PAY ITEM NOTES

ABBREVIATIONS

Y/Y = YELLOW/YELLOW

W/R = WHITE/RED

RPMS = RETRO-REFLECTIVE PAVEMENT MARKERS

THERMO = THERMOPLASTIC PAVEMENT MARKINGS

PPRT = PREFORMED PATTERNED RETRO-REFLECTIVE CONTRAST TAPE

LANE ARROW SHALL BE PREFORMED THERMOPLASTIC, PPRT, OR STANDARD THERMOPLASTIC AS APPROVED BY THE AUTHORITY.

AUTHORITY'S APPROVED EQUAL ON ASPHALT AND CONCRETE PAVEMENT, UNLESS OTHERWISE NOTED IN PLANS. THE OPTION

ALL OTHER STRIPING WITHIN THE EXPRESSWAY AUTHORITY'S JURISDICTION SHALL BE 3M COMPANY SERIES 380IES OR THE

STOP BARS, CROSSWALKS, STANDARD PAVEMENT MESSAGES AND STANDARD DIRECTIONAL ARROWS SHALL BE THERMOPLASTIC. 1.

ALL PAVEMENT MARKINGS ON CR 435/MOUNT PLYMOUTH ROAD SHALL BE THERMOPLASTIC.2.

SERIES 290 RPMS OR THE AUTHORITY'S APPROVED EQUAL.

ALONG THE AUTHORITY'S MAINLINE AND ALONG RAMPS WITHIN THE AUTHORITY'S JURISDICTION SHALL BE 3M COMPANY

ACCORDANCE WITH FDOT INDEX 17345, 17346 AND 17352, UNLESS OTHERWISE NOTED IN PLANS. ALL RPMS INSTALLED

RETROREFLECTIVE PAVEMENT MARKERS (RPMS) ARE TO BE PLACED ALONG THE ENTIRE LENGTH OF THE PROJECT IN 5.

MATERIAL UNLESS NOTED OTHERWISE IN THE SPECIAL PROVISIONS.

REFLECTIVE PAVEMENT MARKER ADHESIVE FOR USE ON ASPHALT AND CONCRETE PAVEMENT SHALL BE BITUMINOUS 6.

NOT USED.7.

REQUIRED SHALL BE DETERMINED BY THE CEI.

ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT HIS EXPENSE. LIMIT OF REPLACEMENT IF

THE PROJECT LIMITS (INCLUDING MILLING AND RESURFACING), WHICH ARE DAMAGED DURING CONSTRUCTION

ANY EXISTING PAVEMENT MARKINGS, RPM'S OR DELINEATORS SCHEDULED TO REMAIN EITHER WITHIN OR BEYOND 8.

WITH FLATTENED TOP)" OR THE AUTHORITY'S APPROVED EQUAL.

ROADSIDE MOUNTED FLEXIBLE TUBULAR DELINEATORS SHALL BE "SAFE-HIT CORPORATION, TYPE 2 GUIDE POST (48" 9.

NOT USED.10.

AUTHORITY'S APPROVED EQUAL.

ALL REMOVABLE PAVEMENT MARKING SHALL BE 3M COMPANY WET REFLECTIVE REMOVABLE TAPE, SERIES 780 OR THE 12.

TO MAKE ONE 18" STRIPE, ETC.). CONTRACTOR SHALL INSTALL ONE STRIPE OF THE SPECIFIED WIDTH.

THE CONTRACTOR SHALL NOT ABUT MULTIPLE STRIPES IN ORDER TO MEET THE SPECIFIED WIDTH (I.E., THREE 6" STRIPES 13.

NOT USED.14.

CURRENTLY IN USE.

INFORMATION INCLUDING, BUT NOT LIMITED TO, SPECIFICATIONS, WARRANTY AND LOCAL SITES WHERE PRODUCT IS

SUBMITTED TO THE AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. ALL SAMPLES SHALL INCLUDE MANUFACTURERS

SPECIFIED IN THE GENERAL NOTES OR PLAN DETAILS, A SAMPLE OF EACH IN ALL APPLICABLE COLORS SHALL BE

IF DELINEATORS, RPMS OR PAVEMENT MARKING MATERIALS ARE PROPOSED FOR USE OTHER THAN THE PRODUCTS 15.

NEEDED.

SURFACE PREPARATION AND APPLICATION TECHNIQUES, INFORMATION FOLDER 5.7". CONTACT 3M AT 1-800-553-1380 AS

THE BUTT SPLICE METHOD IN ACCORDANCE WITH THE LATEST EDITION OF 3M COMPANY "STAMARK TAPES PAVEMENT

PROPOSED 12" WHITE/BLACK ALTERNATING 3'-12' SKIP STRIPING ON CONCRETE PAVEMENT SHALL BE INSTALLED USING 16.

NOT USED.17.

NOT USED.5.

NOT USED.4.

NOT USED.3.

NOT USED.2.

NOT USED.1.

SEE GENERAL NOTES.

713-1AA-BCD: PREFORMED TAPE SHALL BE 3M COMPANY 380IES OR AUTHORITY APPROVED EQUAL.6.

NOT USED.11.

" MATTE BLACK CONTRASTING TAPE, FOR A TOTAL WIDTH OF 9".21(LONGITUDINALLY) WITH A 1

PATTERNED RETRO-REFLECTIVE CONTRAST TAPE (PPRT) CONSISTING OF A 6" WHITE TAPE BORDERED ON BOTH SIDES

WITHIN THE EXPRESSWAY AUTHORITY'S JURISDICTION, ALL MAINLINE AND RAMP SKIP LINES (10'-30') SHALL BE PREFORMED 3.

" MATTE BLACK CONTRASTING TAPE, FOR A TOTAL WIDTH OF 9".21WITH A 1

RETRO-REFLECTIVE CONTRAST TAPE (PPRT) CONSISTING OF A 6" WHITE TAPE BORDERED ON BOTH SIDES (LONGITUDINALLY)

WITHIN THE EXPRESSWAY AUTHORITY'S JURISDICTION, WHITE EDGE LINES SHALL BE PREFORMED PATTERNED 4.

SHALL BE INCIDENTAL IN THE THERMOPLASTIC PAY ITEM.

SHALL BE AS DIRECTED BY THE AUTHORITY'S DIRECTOR OF CONSTRUCTION AND THE CEI. INITIAL PAINT APPLICATION

INITIAL APPLICATION TO ALLOW FOR A 30 DAY CURE TIME. INSTALLATION OF THE FINAL THERMOPLASTIC STRIPING

711-1A-BCD : FOR LOCATIONS THAT REQUIRE THERMOPLASTIC PAVEMENT MARKINGS, PAINT SHALL BE USED FOR THE 11.

NOT USED.10.

NOT USED.9.

NOT USED.8.

700-4-113: SIGN UPRIGHT PAINTING SHALL BE CONSIDERED INCIDENTAL TO PROPOSED STRUCTURE.7.





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

12'

12'

12'

12'

12'

12'

12'

LA R/W LINE

TYPE B FENCE

¡ CONST. S.R. 429

LA R/W LINE

TYPE B FENCE

GUARDRAIL

N

(10'-30') WITH W/R RPMS AT 40' SPACING

9" CONTRAST BLACK/WHITE (PPRT) SKIP



6" YELLOW (PPRT)

50

Feet

0 10

WITH W/R RPMS AT 15' SPACING

12" WHITE (PPRT) SKIP (3'-12')

RETAINING WALL

RETAINING WALL

STA. 415+67 TO STA. 430+67

AT 300' SPACING FROM

WHITE DELINEATORS


9" CONTRAST BLACK/WHITE (PPRT)

TO STA. 418+50

40' SPACING FROM STA. 415+70

WHITE DELINEATORS AT



MARKINGS

MATCH EXISTING PAVEMENT

� CONST. S.R. 429 STA. 415+66.10

BEGIN CONSTRUCTION NO. 429-205

END PROJECT NO. 429-204

411 412 413 414 415 416 417 418

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PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

SIGNING AND

PAVEMENT MARKINGS

S-7

MA

TC

H LIN

E S

TA.

418

+00.0

0





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

4400

MIL

E

NORTH

TO

LL

NNOO

RRTT

HH

4400

MIL

E

TO

LL

SO

UTH

12'

12'

12'

24'

12'

12'

LA R/W LINE

TYPE B FENCE

¡ CONST. S.R. 429

LA R/W LINETYPE B FENCE

GUARDRAIL

GUARDRAIL



RETAINING WALL

RETAINING WALL

STA. 415+67 TO STA. 430+67


WHITE DELINEATORS

STA. 415+70 TO STA. 418+50

AT 40' SPACING FROM

WHITE DELINEATORS

END W/R RPMS

+50.00 (56.00' LT)

END TAPER

1 AS

STA. 419+10

54" X 126"

RCM-1

700-1-74

STA. 421+75.16

18" X 48"

D10-4

418 419 420 421 422

NORTH

12'

12'

12'

12'

12'

LA R/W LINE

LA R/W LINE

N

50

Feet

0 10




6" YELLOW (PPRT)







1 AS700-1-11

STA. 421+75.16

18" X 48"

D10-4

STA. 421+75.16

18" X 48"

D10-4

700-1-11 1 AS

¡ CONST. S.R. 429 STA. 422+00.00

BEGIN PROJECT NO. 429-205

422 423 424 425

MA

TC

H LIN

E S

TA.

418

+00.0

0

MA

TC

H LIN

E S

TA.

425

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-8

INFORMATION.

SHEET S-32 FOR FURTHER

CONFIRMATION MARKERS DETAIL

SEE SPECIAL DESIGN ROUTE





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

LIM

IT

SP

EE

D

70

Ap

op

ka

KE

EP LEF

T

+65.00 (68.00' RT)

BEGIN TAPER

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

TYPE B FENCE

LA R/W LINE

¡ CONST. S.R. 429

LA R/W LINE

TYPE B FENCE

LA R/W LINE

LA R/W LINE

GUARDRAIL

N

R2-1

1 AS

50

Feet

0 10




6" YELLOW (PPRT)





STA. 426+00

48" X 60"

GUARDRAIL

STA. 415+67 TO STA. 430+67


WHITE DELINEATORSSTA. 430+67 TO STA. 433+47

AT 40' SPACING FROM

WHITE DELINEATORSWITH W/R RPMS AT 40' SPACING


RETAINING WALL

700-1-12

1 AS700-2-14

STA. 431+00

GM-1

9'-6" X 5'-0"

SIGN 101

425 426 427 428 429 430 431 432

MA

TC

H LIN

E S

TA.

425

+00.0

0

MA

TC

H LIN

E S

TA.

432

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-9

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PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

MO

RRIS

AC

CE

SS R

D

12'

12'

12'

12'

12'

12'

12'

12'

12'

TYPE B FENCE

LA R/W LINE

TYPE B FENCE

LA R/W LINE

TYPE B FENCE

LA R/W LINE

GUARDRAIL

GUARDRAIL

GUARDRAIL

GUARDRAIL

GUARDRAIL

£ MORRIS ACCESS RD. STA. 16+04.87

¡ CONST. S.R. 429 STA. 434+89.54

N

50

Feet

0 10







(PPRT)

6" YELLOW

¡ CONST. S.R. 429GUARDRAIL

STA. 430+67 TO STA. 433+47

AT 40' SPACING FROM

WHITE DELINEATORS



END W/R RPMS

+65.00 (56.00' RT)

END TAPER



12'

RETAINING WALL

RETAINING WALL

RETAINING WALL

STA. 434+43.49

BEGIN BRIDGE-FFBW

STA. 435+35.59

END BRIDGE-FFBW

700-2-161 AS

STA. 434+00

GM-2

14'-0" X 2'-6"

14'-0" X 7'-0"

SIGNS 704 & 705

£ MORRIS ACCESS RD.

CABLE BARRIER

432 433 434 435 436 437 438 439

14

15

16

17

18

MA

TC

H LIN

E S

TA.

432

+00.0

0

MA

TC

H LIN

E S

TA.

439

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-10





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

12'

12'

12'

12'

12'

12'

12'

12'

TYPE B FENCE

LA R/W LINE

¡ CONST. S.R. 429

LA R/W LINE

TYPE B FENCE

LA R/W LINE

GUARDRAIL

GUARDRAIL

GUARDRAIL

N

50

Feet

0 10




6" YELLOW (PPRT)




RETAINING WALL

700-2-16 1 AS

STA. 441+00

GM-3

18'-0" X 10'-0"

SIGN 703

700-1-12 2 AS

STA. 443+80

4'-0" X 4'-6"

SIGN 706

(BY OTHERS)

TOLL GANTRY

CABLE BARRIER

439 440 441 442 443 444 445 446

MA

TC

H LIN

E S

TA.

439

+00.0

0

MA

TC

H LIN

E S

TA.

446

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-11





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

MIL

E

NORTH

TO

LL

4400..55

4400..55

MIL

E

TO

LL

SO

UTH

12'

12'

12'

12'

12'

12'

12'

12'

LA R/W LINE

TYPE B FENCE

LA R/W LINE

GUARDRAIL

¡ CONST. S.R. 429

N

50

Feet

0 10







(PPRT)

6" YELLOW

700-1-12 2 AS

STA. 446+20

4'-0" X 4'-6"

SIGN 706

STA. 449+00

GM-4

18'-0" X 10'-0"

SIGN 703

700-2-16 1 AS

STA. 448+15.16

18" X 48"

D10-4

700-1-11 1 AS

STA. 448+15.16

18" X 48"

D10-4

700-1-11 1 AS

CABLE BARRIER

GUARDRAIL

446 447 448 449 450 451 452 453

MA

TC

H LIN

E S

TA.

446

+00.0

0

MA

TC

H LIN

E S

TA.

453

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-12





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

EM

ER

GENC

Y

ST

OPPIN

G

ON

LY

12'

12'

12'

12'

12'

12'

12'

12'

LA R/W LINE

TYPE B FENCE

LA R/W LINE

TYPE B FENCE

GUARDRAIL

¡ CONST. S.R. 429

N

50

Feet

0 10




6" YELLOW (PPRT)



GUARDRAIL

STA. 455+99.75

BEGIN BRIDGE-FFBW STA. 459+00.25

END BRIDGE-FFBW

RETAINING WALL

LA R/W LINE

TYPE B FENCE

700-2-16 1 AS

STA. 455+00

GM-5

14'-0" X 2'-6"

14'-0" X 7'-0"

SIGNS 704 & 705

700-1-12 1 AS

STA. 453+00

48" X 36"

R8-7


RETAINING WALL

RETAINING WALL

RETAINING WALL

GUARDRAIL

GUARDRAIL

453 454 455 456 457 458 459 460

MA

TC

H LIN

E S

TA.

453

+00.0

0

MA

TC

H LIN

E S

TA.

460

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-13





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

US

E O

NL

Y

OF

FIC

IAL

US

E

ON

LY

OF

FIC

IAL

12'

12'

12'

12'

12'

12'

12'

12'

TYPE B FENCE

LA R/W LINE

� SB S.R. 429

� NB S.R. 429

LA R/W LINE

TYPE B FENCE

LA R/W LINE

GUARDRAIL

GUARDRAIL

¡ CONST. S.R. 429

N

50

Feet

0 10




6" YELLOW (PPRT)


9" CONTRAST BLACK/WHITE (PPRT) SKIP9" CONTRAST BLACK/WHITE (PPRT)

ST

A.

1466

+00.0

0

AH

ST

A.

1466

+38.7

8 B

K =

PO

T S

TA.

1466

+00.0

0

� S

B S.R.

429

EQ

UA

TIO

N:

ST

A.

466

+00.0

0

AH

ST

A.

466

+38.7

8 B

K =

PO

T S

TA.

466

+00.0

0

� N

B S.R.

429

EQ

UA

TIO

N:

GUARDRAIL

SEE I.T.S. PLANS.

FOR REFERENCE ONLY.

DMS STRUCTURE SHOWN

STA. 463+00

SEE I.T.S. PLANS.

FOR REFERENCE ONLY.

DMS STRUCTURE SHOWN

STA. 463+00

700-1-12 1 AS

STA. 463+40

36" X 18"

FTP-65-06

36" X 36"

R3-4

STA. 464+60

36" X 18"

FTP-65-06

36" X 36"

R3-4

700-1-121 AS

= £ NB S.R. 429 STA. 465+OO.00 (20.00' LT)

� CONST. S.R. 429 STA. 465+00.00 (20.00' LT)

BEGIN � SB S.R. 429 STA. 1465+00.00 =

460 461 462 463 464 465 466 466

1465 1466 1466

MA

TC

H LIN

E S

TA.

460

+00.0

0

MA

TC

H LIN

E S

TA.

466

+61.2

2

SIGNING AND

PAVEMENT MARKINGS

S-14





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

FL

ORID

A

HIG

HW

AY

PA

TR

OL

DIA

LF

HP

(347)

12'

12'

12'

12'

12'

12'

12'

12'

£ SB S.R. 429

£ NB S.R. 429

LA R/W LINE

TYPE B FENCE

LA R/W LINE

LA R/W LINE

TYPE B FENCE

LA R/W LINE

GUARDRAIL

GUARDRAIL

N50

Feet

0 10







(PPRT)

6" YELLOW

GUARDRAIL

700-1-12 1 AS

STA. 471+00

4' X 4'

FTP-43-06

467 468 469 470 471 472 473

14711472

1473

1467 1468 1469 1470

PC STA. 1470+04.23

MA

TC

H LIN

E S

TA.

473

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-15

MA

TC

H LIN

E S

TA.

466

+61.2

2





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

MIL

E

NORTH

TO

LL

4411

MIL

E

TO

LL

SO

UTH

4411

TRANSMISSI

ON EAS

EMENT

12'

12'

12'

12'

12'

12'

12'

12'

£ FGT EASEMENT

LA R/W LINE

TYPE B FENCE

LA R/W LINE

TYPE B FENCE

LA R/W LINE

TYPE B FENCE

GUARDRAIL

GUARDRAIL

£ NB S.R. 429

£ SB S.R. 429

GUARDRAIL

GUARDRAIL

N

50

Feet

0 10




6" YELLOW (PPRT)




6" YELLOW (PPRT)

TRANSMISSION EASEMENT

STA. 474+95.19

END NB BRIDGE-FFBW

STA. 1473+72.25BEGIN SB BRIDGE-FFBW

STA. 1474+75.26END SB BRIDGE-FFBW

DUKE ENERGY100'

DUKE ENERGY

100'

¡ FGT EASEMENT STA. 15+29.68

£ NB S.R. 429 STA. 474+42.17

¡ FGT EASEMENT STA. 15+73.71

£ SB S.R. 429 STA. 1474+23.87

700-1-11 1 AS

STA. 473+35

18" X 48"

D10-4

700-1-111 AS

STA. 473+35

18" X 48"

D10-4

75'

EXIST.

FGT EAS

EMENT

EXIST.

FGT EAS

EMENT75'

STA. 473+88.82

BEGIN NB BRIDGE-FFBW

473

474475

476 477 478479

480

1473 1474 14751476

1477

1478

1479

1480

13

14

15

16

17

18

DW222

SIGNING AND

PAVEMENT MARKINGS

S-16

MA

TC

H LIN

E S

TA.

473

+00.0

0

MA

TC

H LIN

E S

TA.

480

+00.0

0





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

Tavares

NE

XT

RIG

HT

TO

EXIT

39

13

13

12'

12' 1

2'

12'

12'

12'

12'

12'

£ SB S.R. 429

£ NB S.R. 429

GUARDRAIL

GUARDRAIL

N

50

Feet

0 10




6" YELLOW (PPRT)

6" YELLOW (PPRT)




700-2-16

STA. 1480+00

GM-6

EXIT PANEL 7'-6" X 2'-6"

SIGN 102 9'-6" X 9'-0"

1 AS

STA. 485+10

GM-7

7'-6" X 7'-0"

SIGN 103

700-2-16 1 AS

480

481482

483 484 485486

487

1480 1481 1482 14831484

1485

1486

SIGNING AND

PAVEMENT MARKINGS

S-17

MA

TC

H LIN

E S

TA.

480

+00.0

0

MA

TC

H LIN

E S

TA.

487

+00.0

0





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

Mt

Ply

mo

uth

Rd

1¾

MIL

ES

Mo

unt

Dora

Leesb

urg

NO

RT

H

EXIT

39

12'

12' 12'

12'

12'

12'

12'

12'

£ SB S.R. 429

£ NB S.R. 429

LA R/W LINE

TYPE B FENCE

GUARDRAIL

GUARDRAIL

GUARDRAIL

N

50

Feet

0 10




6" YELLOW (PPRT)

6" YELLOW (PPRT)




1 AS

STA. 492+40

10'-0" X 2'-0"

SIGN 105

GM-8

(THERMO)6" WHITE (2'-

4' SKIP)

(THERMO)6" WHITE

6" WHITE (THERMO)(2'-4'

SKIP) BEGIN END 6"

WHITE

£ EXIST C.R. 43

5

700-2-12

700-3-224

700-3-227

700-4-1131 EA

1 EA

1 EA

STA. 1489+65.22

OC-1

SIGN 104 16'-0" X 14'-6"

EXIT SIGN PANEL 7'-6" X 2'-6"

487

488489 490 491 492

493

14871488 1489 1490

14911492

SIGNING AND

PAVEMENT MARKINGS

S-18

MA

TC

H LIN

E S

TA.

487

+00.0

0

MA

TC

H LIN

E S

TA.

493

+00.0

0





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

NORTH

429

TOLL

JCT

429

TOLL

Mt

Ply

mo

uth

Rd

LOGO

CFX

LOGO

CFX

STA. 494+53.29

END £ NB BRIDGE-FFBW

12'

12'

12'

12'

12'

12'

12'

12'

LA R/W LINE

EXIST. SPECIAL WILDLIFE FENCE

GUARDRAIL

£ NB S.R. 429

£ SB S.R. 429

GUARDRAIL

GUARDRAIL

R/W LINE

TYPE B FENCE

N

50

Feet

0 10




6" YELLOW (PPRT)

6" YELLOW (PPRT)




1 AS

1 AS

TO REMAIN

EXISTING

TO REMAIN

EXISTING

STA. 1493+07.64

BEGIN SB BRIDGE-FFBW

STA. 493+12.45

BEGIN NB BRIDGE-FFBW

STA. 1494+45.10

END SB BRIDGE-FFBW

(THERMO)

6" WHITE (2'-4' SKIP)

MARKING, STA. 134+00


WITH Y/Y RPMS AT 40' SPACING

6" DOUBLE YELLOW (THERMO)

(THERMO)

6" WHITE

+28 12'

12'5'

4' @ 45° AND 30' SPACING

18" WHITE (THERMO)

W/R RPMS AT 30' SPACING

8" WHITE (THERMO) WITH

LINELA R/W

12'5'

+71

STA. 136+98 RT

(THERMO), STA. 137+31 LT

BEGIN 6" WHITE (2'-4' SKIP)

END 6" WHITE (THERMO)

6" WHITE (THERMO)

(2'-4' SKIP) BEGIN

END 6" WHITE

£ FUTURE C.R. 435

£ EXIST C.R. 435

8" WHITE

BEGIN

4'+62

LINE

R/W

(THERMO)

6" WHITE

1 AS

STA. 1495+00

10'-0" X 2'-0"

SIGN 105

GM-9

700-2-12

700-1-60

700-1-60

1 EA700-3-301B

CR 435

� EXIST C.R. 435 STA. 137+19.67

� SB S.R. 429 STA. 1493+74.05 =

� EXIST C.R. 435 STA. 135+80.07

� NB S.R. 429 STA. 493+90.47 =

SEE SHEET S-40

AUTHORITY LOGO L-2

700-3-301B 1 EA

S-40

SEE SHEET

LOGO L-2

AUTHORITY

493

494495 496 497 498

499500

14931494 1495 1496 1497

14981499

134

135

136

137

138

1134

1135

1136

1137

1138

SIGNING AND

PAVEMENT MARKINGS

S-19

MA

TC

H LIN

E S

TA.

493

+00.0

0

MA

TC

H LIN

E S

TA.

500

+00.0

0

MATCH LINE STA. 138+60.00

SEE SHEET S-26





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

MIL

E

NORTH

TO

LL

4411..55

MIL

E

TO

LL

SO

UTH

4411..55

12'

12'

12'

12'

12'

12'

12'

12'

EXIST. SPECIAL WILDLIFE FENCE LA R/W LINE

GUARDRAIL

£ NB S.R. 429

£ SB S.R. 429

GUARDRAIL




6" YELLOW (PPRT)

6" YELLOW (PPRT)




BEGIN MILLING & RESURFACING

STA. 1506+00.00 � SB S.R. 429

END FULL WIDTH SB CONST.

STA. 500+56.38

18" X 48"

D10-4

700-1-11 1 AS

STA. 500+56.38

18" X 48"

D10-4

700-1-11 1 AS

500501

502 503 504505

506

507

15001501

1502 1503 1504 15051506

SIGNING AND

PAVEMENT MARKINGS

S-20

MA

TC

H LIN

E S

TA.

500

+00.0

0

MA

TC

H LIN

E S

TA.

507

+00.0

0

N

50

Feet

0 10





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

12'

12'

12'

12'

12'

12'

12'

12'


LA R/W LINE

£ NB S.R. 429

� SB S.R. 429

N

50

Feet

0 10




6" YELLOW (PPRT)

6" YELLOW (PPRT)




507508 509 510 511

512513

514

1506

15071508

1509 1510 1511 1512

SIGNING AND

PAVEMENT MARKINGS

S-21

MA

TC

H LIN

E S

TA.

514

+00.0

0

MA

TC

H LIN

E S

TA.

507

+00.0

0





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

DRIV

E S

AFELY

BE

GIN

DRIV

E S

AFELY

EN

D

12'

12'

12'

12'

12'

12'

12'

12'


LA R/W LINE

£ SB S.R. 429

£ NB S.R. 429

50

Feet

0 10

N

1 AS700-1-13

STA. 515+00

4'-0" X 5'-6"

SIGN 1

700-1-131 AS

STA. 515+00

4'-0" X 5'-6"

SIGN 2

6" YELLOW (PPRT)



BLACK/WHITE (PPRT)

9" CONTRAST

6" YELLOW (PPRT)



BLACK/WHITE (PPRT)

9" CONTRAST


6" WHITE (THERMO) SKIP (10'-30')

6" WHITE (THERMO)

6" YELLOW (THERMO)

6" YELLOW (THERMO)

6" WHITE (THERMO)



BEGIN THERMO PAVEMENT MARKINGS

END PPRT PAVEMENT MARKINGS

STA. 515+00

514515 516 517

518519

520

521 PT S

TA.

521

+16.9

0

1513

15141515

1516 1517 1518 1519

MA

TC

H LIN

E S

TA.

514

+00.0

0

MA

TC

H LIN

E S

TA.

521

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-22





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

YY

LIM

IT

SP

EE

D

70

SP

EE

D

LIM

IT

35

SP

EE

D

LIM

IT

45

12'

12'

12'

12'

12'

12'


LA R/W LINE

LA R/W LINE


� NB S.R. 429

� SB S.R. 429

� CONST. S.R. 429

50

Feet

0 10

N

STA. 523+00.00 £ NB S.R. 429

BEGIN MILLING & RESURFACING NB

BEGIN PROJECT FPID NO. 431163-5-52-01

END PROJECT NO. 429-205

STA. 1522+80

48" X 60"

R2-1

2 AS¡ CONST. S.R. 429 STA. 524+83.37 (20.00' LT)

� NB S.R. 429 STA. 524+83.37 (20.00' LT) =

END � SB S.R. 429 STA. 1523+61.71 =1 AS700-2-60

700-1-12

12'

12'

1 AS 700-1-60

1 AS

700-1-60



6" WHITE (THERMO)

6" YELLOW (THERMO)



6" WHITE (THERMO)

521 PT S

TA.

521

+16.9

0

522 523 524 525 526 527 528

15201521

1522 1523 PT S

TA.

1523

+61.7

1

MA

TC

H LIN

E S

TA.

528

+00.0

0

MA

TC

H LIN

E S

TA.

521

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-23





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

SP

EE

D

LIM

IT

35

12'

12'

� CONST. S.R. 429

LA R/W LINE


LA R/W LINE

50

Feet

0 10

N


STA. 530+26.06

MATCH EXISTING PAVEMENT MARKINGS

END PAVEMENT MARKING

END MILLING & RESURFACING NB

END SHLDR CONST.

STA. 533+40.00

END MILLING & RESURFACING SB

END CONSTRUCTION

EDGELINE, STA. 533+40.00

MATCH EXISTING WHITE

12'

12'

12'

12'

2 AS

700-1-60



6" WHITE (THERMO)

6" YELLOW (THERMO)

6" YELLOW (THERMO)



6" WHITE (THERMO)

EDGELINE, STA. 533+40.00

MATCH EXISTING 6" YELLOW

528 529 530 531 532 533 534 535

MA

TC

H LIN

E S

TA.

535

+00.0

0

MA

TC

H LIN

E S

TA.

528

+00.0

0

SIGNING AND

PAVEMENT MARKINGS

S-24

SP

EE

D

LIM

IT

45

LE

FT

LA

NE

EN

DS

YY

SP

EE

D

LIM

IT

55

Feet

100200

N

2 AS2 AS

2 AS

STA. 535+89 +/-

PAVEMENT MARKINGS,

MATCH EXISTING

END PAVEMENT MARKING

REMOVE DIRECTIONAL ARROW

MESSAGE

REMOVE PAVEMENT

700-1-60

700-1-60700-1-60

1 AS700-2-60

12'

12'



2 AS

700-1-60

535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550

19 TOP





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

SP

EE

D

LIM

IT

45

SP

EE

D

LIM

IT

55

SP

EE

D

LIM

IT

55

36" X 48"

R2-1

572 573

Feet

100200

N

EXISTING TO REMAIN

2 AS

2 AS

STA. 573+00

END SIGNING

700-1-60

700-1-60

700-1-60

2 AS

550 551 552 553 554 555 556 557 558 559 560 561 562 563

S-25

SIGNING AND

PAVEMENT MARKINGS

MA

TC

H LIN

E S

TA.

550

+00.0

0

MA

TC

H LIN

E S

TA.

535

+00.0

0M

AT

CH LIN

E S

TA.

550

+00.0

0

429

TO

LL

NO

RTH

429

TO

LL

NO

RTH

STOP

LAKE

435COUNTY

SOUTH

LAKE

435COUNTY

NORTH

429

TOLL

NORTH

NO

RTH

LA

KE

435

CO

UN

TY

35

M P H

SO

UTH

LA

KE

435

CO

UN

TY

N

50

Feet

0 10

1 AS

1 AS

1 AS

1 AS

1 AS

1 AS

1 AS1 AS

1 AS

TO REMAIN

EXISTING

EXISTING TO REMAIN

TO REMAIN

EXISTING



6" WHITE (THERMO)

@ 45° AND 30' SPACING

18" WHITE (THERMO)

W/R RPMS AT 30' SPACING

8" WHITE (THERMO) WITH

BEGIN 6" WHITE (THERMO)

(THERMO)

6" WHITE (2'-4' SKIP)

6" WHITE (THERMO)

12'

12'

12'

12'

12'

4'

12'12'

5'5'

4.5' +/-

4'5' +/-

STA. 145+29

BEGIN 6" WHITE (THERMO)

END RPMS


STA. 145+29 RT

(THERMO), STA. 145+63 LT

BEGIN 6" WHITE (2'-4' SKIP)


+91

@ 45°

AN

D 30'

SP

ACIN

G

18"

WHIT

E (T

HE

RM

O)

W/R R

PM

S A

T 30'

SP

ACIN

G

8"

WHIT

E (T

HE

RM

O)

WIT

H

700-1-60

700-1-60

700-1-60

700-1-60

700-1-60700-1-60

700-1-60

700-1-60

700-1-60

700-1-60

1 AS

1 AS

700-1-60

CR 435139 140 141 142 143 144 145

11391140 1141 1142 1143 1144 1145

PT STA. 1141+10.18

¬ = 0° 20' 19" (RT)PI STA. 141+20.98





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

429

TO

LL

NO

RTH

429

TO

LL

JC

T

1 AS1 AS



6" WHITE (THERMO)

STA. 146+42

MARKING,


(THERMO), +17 LT & 7' RT

END 6" WHITE (2'-4' SKIP)

700-1-60700-1-60

146 147 PO

T S

TA.

147

+37.0

5

1146 1147 PO

T S

TA.

1147

+27.0

9

JCT

LAKE

435COUNTY

1 AS

700-1-60

SPEEDLIMIT

35SPEEDLIMIT

35

700-1-60 1 AS700-1-601 AS

SIGNING AND

PAVEMENT MARKINGS

S-26

SE

E IN

SE

T "A

" A

BO

VE

MA

TC

H LIN

E S

TA.

145

+90.0

0

INSET "A"

BE

LO

W RIG

HT

ST

A.

145

+90.0

0,

MA

TC

H LIN

E

SE

E S

HE

ET S-19

MA

TC

H LIN

E S

TA.

138

+60.0

0

FROM STA. 140+00 LT TO STA. 145+29 LT.

STA. 144+91 RT. 5 FOOT +/- PAVED SHOULDER

5 FOOT PAVED SHOULDER FROM STA. 137+71 RT TO

NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS.

Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure

Copy Spacing Length Size/Series

Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure


Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure


Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure


1480+00, GM-6

DG3

WHITE

GREEN

0"

12"

2"

9'-0"

9'-6"

1

102

Apopka

KEEP LEFT

Tavares

NEXT RIGHT

TO

NORTH

M ount Dora

Leesburg

1¾ MILES

16.6

A

80.8

p o p k a

16.680.8

18.9

K

34.5

E E P L E F T

18.976.2

22.6

1

19.4

366.0

22.666.0

E

29.8

X I T

12.5

3

23.7

9

17.7

T

21.3

O

12.3 17.7

15.3

T

83.4

a v a r e s

15.3

11.4

N

35.7

E X T

12.5

R

42.9

I G H T

11.5

E

29.8

X I T

12.5

3

23.7

9

34.8

N O

59.4

R T H

48.0

17.5

M

78.5

o u n t D

58.6

o r a

17.4157.1

36.6

L

118.7

e e s b u r g

36.7118.7

52.5

1

6.3 7.5

3/4

19.9 12.5

M

40.7

I L E S

52.686.9

8.8

9.9

8.8

7'-6"

7.5

7.5

7'-6"

GUIDE SIGN WORKSHEET

S-27

10.1 31.610 CV4W

13.3 CV5W

83.4

78.6

66.0

91.1 10 CV4W

13.3 CV5W

12 CV4W

15/10 CV4W

45.0

15.0 34.8122.4

24.0

24.013.3 CV5W

13.3 CV5W

15/10 CV4W

16 CV5W

16 CV5W

15/12 CV4W

15/10 CV4W66.012.012.0

20.0

12.0

12.0

12.0

12.0

12.0 12.0

EXIT 3910

1010 15

1010 EXIT 39

7.5157.510

10 15.4

24 13.3

10 23.7

30 13.3

18.410

15.5 15.5

15

60

57

12

16 16

12

40 16

14.5

15 10

1815.5

16 16

1236

56

13.3

10 10

14 14

15.6

13.3

1012.3

SB, 431+00, GM-1

DG3

WHITE

GREEN

0"

8"

2"

5'-0"

9'-6"

1

101

485+10, GM-7

DG3

WHITE

GREEN

0"

12"

2"

7'-0"

7'-6"

1

103

1489+65.22, OC-1

DG3

WHITE

GREEN

0"

12"

2"

14'-6"

16'-0"

1

104

13

13

1 3

19.4

2" BORDER

4" RADIUS

2" BORDER

4" RADIUS

18.5

12

IN FRACTION

10 CV4W NUMERALS

SHEET S-30.

SEE DETAIL ON

1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\gswksp01.dgn11:31:49 AM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA


Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure


Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure


Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure


Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure


7.7

M

13.6

t P

60.9

l y m o u t h R

14.2

d

7.6104.7

Station/Structure


S-28

8.0 8.08 CV5W

9

6

6

9

8

8

8

15

OD

16.5 16.5

TON

12.8

S

8.9

T

30.3

O

22.5 12.7

P

8.8

Station/Structure

INCREASED BY 10%.

1. SPACING BETWEEN LETTERS HAS BEEN

15

22.5

30.3 8 EM

8 EM

8 EM

4'-0"

1

5'-6"

0.75"

3"

0.25"

DG3

White

Black

DRIVE SAFELY

BEGIN0.75

0.75

3.25

2.25

2.25

3.75

4.0

7.0

34.0

3.0

5.0

4'-0"

2

5'-6"

0.75"

3"

0.25"

DG3

White

Black

DRIVE SAFELY

END3.25

2.25

2.25

3.75

0.75

0.75 3.0

34.0

4.0

7.0

5.0

15.7

E N

16.7

D

15.616.7

D R I

15.2

V E S A F E

19.9

L Y

3.940.1

7 D

5 C

404

54

4 40

B E G

25.2

I N

D R I V

15.2

E S A F

19.9

E L Y

3.940.1

25.211.411.4

7 D

5 C54

4 40 440

1495+00, GM-9

492+40, GM-8

DG3

WHITE

GREEN

0"

3"

1"

2'-0"

10'-0"

2

105

SB, 446+20

NB, 443+80

DG3

BLACK

WHITE

0.5"

6"

1"

4'-6"

4'-0"

4

706

M t Plym outh Rd

1 1

8

88

AUTHORITY LOGO L-4. SEE DETAIL ON SHEET S-30.

SB, 515+00 NB, 515+00

AUTHORITY LOGO L-4. SEE DETAIL ON SHEET S-30.

1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\gswksp02.dgn11:31:54 AM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure

Length Size/SeriesCopy Spacing

18'-0"

10'-0"

2"

12"

White

Black/Black

10" E43.2

T O L

36.3

L

15

S C H E D U L E

43.3129.5

T O L L

8

B Y

10

173.8

P L A

25.5

T E

16.725.5

10

C A R S - 2

4.5

A X L E

34.4

0 . 0 0 0 . 0 0

3

4.5

A X L E

A X L E

5

4.5

A X L E O

10.8

R M O R

23.1

E

DG3

20.7 10.363.2 10.78" C

8" C

20.7

0 . 0 0 0 . 0 0

0 . 0 0 0 . 0 04

0 . 0 0

42.8

0 . 0 0

{ PERIODS

{ NUMERALS

888 19 198" C

20

5 20.7

20.7

20.7

19 19

1919

19 19

8

5 5 8

42.8

42.8

42.8

20

20

2021.6

78.2

186

8" C

8" C

8" C186

186

186

703

112.993.1

10

10

10

6

{ PERIODS

{ NUMERALS

7.5

72

72

22.1

4. CENTERLINES ARE FOR INFORMATIONAL PURPOSES ONLY.

SIDE MARGINS ADJACENT TO TOLL RATES.

TOLL RATES IS SUBJECT TO CHANGE. ALSO APPLIES TO

3. BASED ON NOTES 1 AND 2, SPACE BETWEEN "AXLE" AND

METHOD OF PAYMENT.

2. EACH COLUMN OF TOLL RATES TO BE CENTERED UNDER

AND COLUMNS OF NUMERALS LINE UP VERTICALLY.

1. NUMERAL SPACING TO BE ADJUSTED SUCH THAT PERIODS

NOTES:

6

6

6

10

12

8

8

8

810

9

10

12

208

84

9

99

LOGO EP-7

Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure

14'-0"

White

DG3

704

1.5"

10.5"

0.5"

Black

12.6

T O L L C O L L E C T I

36.6 15 91.3 12.5

O N

9.9 50.6 10

T R A N S P O N D E R

87.6 9.9

T O

18.4

L L

9

B Y

9.7

A L L

22.9 12

O T H E R S

45.5 17.1

P L A T

22.9

E

142.9

148.2

128.3

10 EM

8 E

6 D / 8 E

6 D

Sign

Quantity

Width

Height

Border Width

Border Radii

Border Inset

Background Color

Legend/Border Color

Sheeting

Arrow Size (Angle)

Station/Structure

Copy Spacing Length Size/Series Copy Spacing Length Size/Series

AET SIGN DETAILS


22.9

16.7 16.7

23.8 121.3

Yellow

Black/Black

DG3

BEEN INCREASED BY 10%

SPACE BETWEEN LETTERS HAS

705

14'-0"

2'-6"

1.5"

4"

N O C A S H

46.9 19.2 15 40.1 46.874.3 10 EM

10

10

10

7'-0"

1. SPACING BETWEEN LETTERS IN SERIES EM HAS BEEN INCREASED BY 10%.

NOTES:

0.5"


S-29

9

11.5

1010

8

14

812

1.5

16

8

66

6

4

5

LOGO EP-8

1.5

SEE SIGN 705

441+00, GM-3

449+00, GM-4Station/Structure

2

2

434+00, GM-2


2

434+00, GM-2


1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\gswksp03.dgn.DGN11:31:59 AM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp01.dgn11:32:03 AM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

AUTHORITY LOGO L-4

S-30

48"

60"

1"

1"

14"

R=3"

TOLLR=3"

.

BLACK

.

.

ORANGE

.

.

24"R

.

.

.

8" E

1.6"

1"

0.75"

29.0" 9.5"

INSET

WHITE

BORDER

BLACK

NOTES:

REQUIREMENTS.

THE AUTHORITY. SEE GENERAL NOTES FOR ADDITIONAL

BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM

NO FABRICATION SHALL COMMENCE UNTIL THE SAMPLE HAS

CONTRACTOR SHALL PROVIDE A 4" x 4" SAMPLE IN ALL COLORS.

SPECIFICALLY AS 3M COMPANY PRODUCTS ARE TO BE USED,

IF A COLOR AND/OR SHEETING OTHER THAN THOSE NOTED

BLACK15" D

SEE NOTE 6

ORANGE, 3M COMPANY EC FILM SERIES 1174 OR AUTHORITY APPROVED EQUAL.

GREEN

WHITE

BLACK

4. COLORS:

3. SHOP DRAWINGS ARE REQUIRED.

OR AUTHORITY APPROVAL EQUAL.

DIAMOND GRADE CUBED (DG3) REFLECTIVE SHEETING

2. SHIELD TO BE FABRICATED WITH 3M COMPANY

ARE APPLICABLE TO ALL SIZES.

1. COLORS INDICATED ON 48"X60" SHIELD

BORDER.

SPACING AS NEEDED TO PREVENT OVERLAP ONTO THE STATE OUTLINE OR SHIELD

ROUTE SHIELD WHEN POSSIBLE. FABRICATOR SHALL OPTICALLY ADJUST NUMERAL

6. FABRICATOR SHALL USE STANDARD HORIZONTAL SPACING FOR NUMERALS WITHIN A

REQUIREMENTS. CONTACT 3M AT 1-800-553-1380.

3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION

ON THE AUTHORITY DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A

5. FABRICATOR SHALL APPLY AS THE TOP LAYER, 3M COMPANY EC FILM 1170 CLEAR

40"

34"

ORANGE

PURPLE

BLACK

WHITE

PURPLE

1.

2.

LOGO NOTES

ORANGE, 3M COMPANY EC FILM NO. 1174 OR AUTHORITY APPROVED EQUAL

OR AUTHORITY APPROVED EQUAL

PURPLE, 3M COMPANY DG3 SHEETING MATCHING 3M 1170-3 VIOLET EC FILM

WHITE

BLACK

FOR USE IN SIGN FABRICATION UPON REQUEST.

CONTRACTOR TO BE GIVEN A COMPUTER DISK OF EACH AUTHORITY LOGO

COLORS:

OR AUTHORITY APPROVED EQUAL.

LOGOS SHALL BE 3M COMPANY DIAMOND GRADE CUBED (DG3) REFLECTIVE SHEETING

AUTHORITY LOGO L-4

QUANTITY REQ'D 2

FOR USE WITH SIGN NOS. 1 AND 2.

TOLL ROUTE SHIELD (TM2) &

BLACK LETTERS WITHYELLOW BACKGROUND

Y

WHITE.

.

REQUIREMENTS. CONTACT 3M COMPANY 1-800-553-1380.

A 3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION

ON THE AUTHORITY DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF


FROM THE AUTHORITY. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.

THE SAMPLES HAVE BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED

EACH IN EACH APPLICABLE COLOR. NO FABRICATION SHALL COMMENCE UNTIL

COMPANY ARE TO BE USED, CONTRACTOR SHALL PROVIDE 4" x 4" SAMPLES OF

6. IF COLORS AND/OR SHEETING OTHER THAN THOSE NOTED SPECIFICALLY AS 3M

5. SHOP DRAWINGS ARE REQUIRED.

4. LOGO L-4 SHALL ONLY BE USED ON BEGIN/END SYSTEM SIGNS.

3. LOGO L-4 SHALL NOT HAVE A BORDER.





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

BACKGROUND: GREEN

BORDER: WHITE

BORDER WIDTH: 1"

CORNER RADII: 3"

ORANGE: 3M COMPANY EC FILM NO. 1174

SHEETING OR AUTHORITY APPROVED EQUAL.

1. PANELS SHALL BE FABRICATED USING 3M COMPANY DIAMOND GRADE CUBED (DG3)

2. MAIN PANEL:

5. TOLL SHIELD AND LOGO SPECIAL COLORS:

FABRICATION UPON REQUEST.

7. GRAPHIC FILES FOR THE TOLL SHIELD AND LOGO CAN BE PROVIDED FOR USE IN

9. ALL DIMENSIONS ON SHEET ARE IN INCHES.

IS SHOWN PER DIRECTION.

PER CARDINAL DIRECTION MAY BE SUBMITTED PROVIDED THE APPROPRIATE QUANTITY

11. DETAILED SHOP DRAWINGS ARE REQUIRED. ONE REPRESENTATIVE SHOP DRAWING

3. CARDINAL DIRECTION: WHITE

PURPLE: 3M COMPANY DG3 SHEETING MATCHING 3M 1170-13 VIOLET EC FILM.

3M COMPANY 1-800-553-1380.

COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION REQUIREMENTS. CONTACT

AUTHORITY DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A 3M MATCHED

8. FABRICATOR SHALL APPLY AS THE TOP LAYER, 3M COMPANY EC FILM 1170 CLEAR ON THE

THE AUTHORITY. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.

SHALL COMMENCE UNTIL THE SAMPLE HAS BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM

ARE TO BE USED, CONTRACTOR SHALL PROVIDE A 4" X 4" SAMPLE IN ALL COLORS. NO FABRICATION

10. IF A COLOR AND/OR SHEETING OTHER THAN THOSE NOTED SPECIFICALLY AS 3M COMPANY PRODUCTS

12. FABRICATOR SHALL USE STATE OUTLINE CONFIGURATION SHOWN IN TOLL SHIELD DETAIL.

12/10 CV3WNORTH

4.0 46 4.0

ARE BOTTOM JUSTIFIED.

4. MAKE FIRST LETTER OF CARDINAL DIRECTION 20% LARGER MINIMUM. ALL LETTERS

SHALL BE USED IN VERTICAL AND HORIZONTAL PANEL DIMENSIONING.

6. LOGO L-6 SHALL BE CENTERED WITHIN A 42"x36" WHITE RECTANGLE. THE WHITE RECTANGLE

S-31 SIGN RCM-1

SPECIAL DESIGN

ROUTE CONFIRMATION MARKERS

48"

60"

1"

1"

14"

R=3"

TOLLR=3"

.

WHITE.

.

BLACK

BLACK

.

.

ORANGE

.

.

24"R

15" D

.

.

8" E 1.6"

1"

0.75"

29.0" 9.5"

WHITE LETTERS WITHGREEN BACKGROUND

Y

BORDER

BLACK

WHITE INSET

SEE NOTE 14

42"

36"

R=3"

PURPLE

BLACK

WHITE

PURPLE

ORANGE

40"

34"

AUTHORITY LOGO L-6

COPY SPACING SIZE/SERIES

STATE OUTLINE OR SHIELD BORDER.

FABRICATOR SHALL OPTICALLY ADJUST NUMERAL SPACING AS NEEDED TO PREVENT OVERLAP ONTO THE

14. FABRICATOR SHALL USE STANDARD HORIZONTAL SPACING FOR NUMERALS IN ROUTE SHIELD WHEN POSSIBLE.

13. FABRICATOR TO REDUCE CARDINAL DIRECTION COPY SPACING AS NEEDED TO MEET SPECIFIED LENGTHS.

10'-

6"

60

4

5

4

5

3 348

6 642

LOGO L-6

36

.

GREEN

12NNOORRTTHH

SIGN RCM-1

2/3/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp03.dgn2:27:27 PM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

7'-

0"

NOTES:

1. DESIGN SPECIFICATIONS: STANDARD SPECIFICATIONS

DESIGN WIND SPEED = 130 MPH.

2. MATERIAL:

A. STEEL POST SHALL CONFORM TO ASTM A500

GRADE B (Fy = 42 KSI), ROUND HSS 6x0.5 HOT DIPPED

GALVANIZED PER ASTM A123.

B. REINFORCING STEEL SHALL CONFORM TO ASTM A615

GRADE 60.

C. CONCRETE SHALL BE CLASS II, f'c= 3400 PSI IN

ACCORDANCE WITH FDOT SPECIFICATION SECTION 346

3. FOUNDATION: SEE GENERAL NOTES, FOUNDATION, IN INDEX 11200.

4. SOIL PROPERTIES USED IN DESIGN:

A. SOIL UNIT WEIGHT: 50 PCF

B. SOIL INTERNAL FRICTION ANGLE: 30 DEGREES

5. SIGN ATTACHMENT BRACKETS SHALL BE IN

ACCORDANCE WITH FDOT ROADWAY INDEX 11860.

Sign 4'-6" x 10'-6" : 5 BRACKETS

6. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR THE ASSEMBLY.

7. PROVIDE ‚ " THICK STEEL CAP ON TOP OF POST AND WELD AROUND

TO THE POST.

FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS.

3"

2'-6" DIA.

3"

MA

X

STEEL POST

LANE

TRAVEL

EDGE OF

S-32

RCM-1

SPECIAL DESIGN

ROUTE CONFIRMATION MARKERS

AASHTO 2013, 6TH EDITION AND INTERIMS THEREAFTER.

OF GUARDRAIL

4' FROM FACE

4'-6"

0" MIN.SEE NOTE 7

10'-

6"

A A

SECTION A-A

6" DIA.#4 @ 12" CTRS

10-#7 VERT.3" CLR

11'-

0"

1 : 6

SEE NOTE 3

MSE WALL

WITHOUT DAMAGING THE MSE WALL STRAPS.

NO ADDITIONAL COST, TO INSTALL THE DRILLED SHAFT FOUNDATION

SIGN. THE CONTRACTOR MAY PROPOSE ALTERNATE METHODS, AT

WORK SHALL BE CONSIDERED INCIDENTAL TO THE SPECIAL DESIGN

FILL SLOPE AT THE LOCATION OF THE DRILLED SHAFT. THIS

GALVANIZED CORRUGATED METAL PIPE SHALL BE PLACED IN THE

FOUNDATION LOCATED ADJACENT TO MSE WALL, A 2'-6" DIAMETER

A. TO ACCOMMODATE PLACEMENT OF THE DRILLED SHAFT





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

TOLL SHIELD DETAIL.

11. FABRICATOR SHALL USE THE STATE OUTLINE CONFIGURATION SHOWN IN THE

10. DETAILED SHOP DRAWINGS ARE REQUIRED.

OVERLAP ONTO STATE OUTLINE OR SHIELD BORDER.

9. FABRICATOR TO ADJUST HORIZONTAL SPACING AS NECESSARY TO FIT. DO NOT

ABOUT THE CENTERLINE.

8. OPTICALLY LOCATE MILEPOST NUMERALS IN BOTH FORMATS (XX AND XX.5)

AUTHORITY. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.

SAMPLE HAS BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM THE

4" X 4" SAMPLE IN ALL COLORS. NO FABRICATION SHALL COMMENCE UNTIL THE

3M COMPANY PRODUCTS ARE TO BE USED, CONTRACTOR SHALL PROVIDE

7. IF A COLOR AND/OR SHEETING OTHER THAN THOSE NOTED SPECIFICALLY AS

6. ALL DIMENSIONS ON SHEET ARE IN INCHES.

REQUIREMENTS. CONTACT 3M COMPANY 1-800-553-1380.

3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION

ON THE AUTHORITY DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A


ORANGE: 3M COMPANY EC FILM NO. 1174 OR AUTHORITY APPROVED EQUAL.

GREEN

WHITE

BLACK

4. TOLL SHIELD COLORS:

ALL LETTERS ARE BOTTOM JUSTIFIED.

3. MAKE FIRST LETTER OF CARDINAL DIRECTION 10% LARGER (AS SHOWN).

CORNER RADII: 1.5"

BORDER WIDTH: 0.5"

LEGEND AND BORDER: WHITE

BACKGROUND: GREEN

2. MAIN PANEL:

CUBED (DG3) SHEETING OR AUTHORITY APPROVED EQUAL.

1. PANELS SHALL BE FABRICATED USING 3M COMPANY DIAMOND GRADE

NOTES:

SPECIAL DESIGN MILEPOST

AND LOCATIONS TABLE

S-33

.25

4

.25

2.9

12

15

.25

6R

.75R.75R

.375

6.2

.625

INSET

WHITE

ORANGE

BLACK

WHITE

BLACK

GREEN BACKGROUND

WHITE LETTERS WITH

2 D

4 C

TOLL

SEE NOTE 9

BORDER

BLACK

MILE

XX.5XX

NORTHSOUTH

18

48

3

15

3

6 CV2W

2

5.5

7.45 7.45

3

2

18

VAR. VAR. VAR. VAR.

OR

OR

8 CV1 W

5 CV1 W5 CV1 W

8 CV2W

SEE NOTE 9

18

5.5

TOLL

3 3

7.9 7.97.8 7.8

3 3

M.P. NO.STATION

PROP.

STATION

AS-BUILT

REFERENCE POINT

LOCATION

SR 429 MILEPOSTS

NB END GUARDRAIL STATION 503+40 RT

NB BEGIN GUARDRAIL STATION 451+08.11 RT

NB END RETAINING WALL STATION 421+61.00, 139.96' RT

SHOULDER STATION 473+83.81, 66.00' RT

NB BEGIN BRIDGE APPROACH SLAB ALONG OUTSIDE

41.5

41

40.5

40

500+56.38

473+35 *

448+15.16

421+75.16 APPROX. 81 FT.

MP MARKER WAS ADJUSTED

WHICH IS ON A BRIDGE.

MP 41 IS AT STA. 474+16.38,

* NOTE TO REVIEWER:





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

NOTES:

PLACEMENT OF MULTI-POST SIGNS

TYPICAL SECTION FOR

SIGNS, LUMINAIRIES AND TRAFFIC SIGNALS, 2001 EDITION.

AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY

SIGN ASSEMBLIES ARE DESIGNED FOR 130 MPH WINDSPEED AND SHALL CONFORM TO

BEAMS AND ALUMINUM TUBES.

AVERAGE LENGTH OF POSTS COLUMN IS APPLICABLE TO STEEL POSTS, ALUMINUM

AND THE GROUND AT THE CENTER OF THE MAIN SIGN PANEL.

CLEAR HEIGHT IS THE DISTANCE BETWEEN THE BOTTOM OF THE MAIN SIGN PANEL

PER PLANS.

NO. 13417. THESE AUXILIARY PANELS CAN BE CENTERED, LEFT OR RIGHT JUSTIFIED

AUXILIARY SIGN PANELS ARE ATTACHED IN ACCORDANCE WITH STANDARD INDEX

FOR ADDITIONAL DETAILS AND NOTES SEE STANDARD INDEX NOS. 11200 AND 17302.

5.

4.

3.

2.

1.

MULTI-POST SIGN

TABLE OF VARIABLES

S-34

7' S

TD.

CLE

AR

HEIG

HT

WIDTH (W)

DE

PT

H (D)

POS

T

1

POS

T

2

"A"

SHOULDER LINEDRIVING LANE

MAINLINE

SLOPE

SIDE

£ CONST. SR 429 SB

¡ CONST. SR 429

¡ CONST. SR 429

£ CONST. SR 429 SB

¡ CONST. SR 429

¡ CONST. SR 429

¡ CONST. SR 429

¡ CONST. SR 429

CONST. SR 429¡

4' FROM FACE OF GUARDRAIL





40' FROM EDGE OF TRAVEL LANE



40' FROM EDGE OF TRAVEL LANE

RT

RT

RT

LT

LT

LT

RT

RT

LT

GM-9

GM-8

GM-7

GM-6

GM-5

GM-4

GM-3

GM-2

GM-1

10'-0" x 2'-0"

10'-0" x 2'-0"

7'-6" x 7'-0"

9'-6" x 9'-0"

14'-0" x 7'-0"

18'-0" x 10'-0"

18'-0" x 10'-0"

14'-0" x 7'-0"

9'-6" x 5'-0"

7'-6" x 2'-6"

14'-0" x 2'-6"

14'-0" x 2'-6"

STEEL ALUMINUMSIDE

SLOPE

(RUN:RISE)

SIGN

NO.(ft)

(D x W)POSTS

NO. OF LENGTH

(ft)

AVERAGE

OF POSTS POSTSHEIGHT

CLEAR

(ft)I-BEAMS

STATION

MULTI-POST SIGN DATA

(ft)

(A)

CLEARANCE

HORIZONTAL

BASELINE SIDE

MAIN PANEL SIZE

(ft)

(D x W)

AUXILIARY PANEL SIZE

1495+00

492+40

485+10

1480+00

455+00

449+00

441+00

434+00

431+00

2

2

2

2

2

2

2

2

2

10.380

10.740

12.505

14.715

14.265

24.040

16.930

14.265

17.290

S3 X 5.7

S3 X 5.7

W6 X 12

W8 X 18

W8 X 18

W10 X 33

W8 X 24

W8 X 18

W8 X 18

I 6 x 4.030

I 6 x 4.030

I 6 x 4.030

I 8 x6.181

I 9 x 8.361

I 10 x 10.286

I 9 x 8.361

I 10 x 10.286

8.30

8.66

6.02

6.52

7.78

14.99

7.88

7.78

12.84

6:1

6:1

6:1

6:1

4:1

3:1

4:1

4:1

4:1





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

500'

LINE OF SIGHT

VA

RIE

S

MAINLINE

TRIMMING

VEGETATION REMOVAL OR

INDICATES LIMITS OF

EDGE OF TRAVEL LANE

DIRECTION OF

TRAVEL

MULTI-POST)

(SINGLE OR

PROPOSED SIGN

LINE OF SIGHT

FOR USE ON MAINLINE

S-35

1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\RDXSSP01.DGN11:32:33 AM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

1:6

1:6

104.61

1:3

0 20 40 60 80 100 120 140 160 180 200 220 240

135.2

8

135.8

7

0.049 0.049

£ S

B S

R 429

ST

A 1489

+65.2

2 R 2

104.61

BFO

127.46'

¡ CONST. S.R. 429

¡ CONST. S.R. 429

90

95

100

105

110

115

120

125

130

135

140

145

150

155

160

NORTH

M ount Dora

Leesburg

1¾ MILES

EXIT 39

165

170

175

SIGN 104, OC-1

180

CROSS SECTION

SIGN STRUCTURE OC-1

S-36

7'-

3"

7'-

3"

16'-0" 20'-0"

SUPPORT

FRONT OF

¡ CANTILEVER &

¡ SIGN 104

SIG

N 104,

OC-1

7'-6" X 2'-6"

EXIT PANEL

4'-

0"

2'-3"OF L

UMIN

AIR

E

HO

USIN

G

17'-

6"

TO B

OT

TO

M1'-

6"

1" = 10' Vertical

SCALE: 1" = 20' Horizontal

FACING SB DIRECTION OF TRAVEL

STA. 490+00.00 ¡ SR 429 (LT)

STA. 1489+65.22 SB SR 429 =

3. SIGN STRUCTURE DESIGN WAS BASED ON PARTS A) THROUGH E) OF GENERAL NOTE 18.

AND CORRESPONDING SHOP DRAWINGS.

THE STRUCTURAL DESIGN SHEET ENTITLED CANTILEVER SIGN STRUCTURE DATA TABLE

ACCOMMODATE THE CLEARANCES AND THE TOTAL LENGTH OF THE TRUSS AS SHOWN ON

AND CEI SHALL CONFIRM THAT ALL LOCATIONS AND ELEVATIONS WILL CORRECTLY

2. PRIOR TO DRILLED SHAFT OR SPREAD FOOTING INSTALLATIONS, BOTH THE CONTRACTOR

1. 17'-6" MIN. VERTICAL CLEARANCE SET FROM ELEVATION OF FUTURE 12' WIDENING.

NOTES:

EL. 134.00'

TOP OF SHAFT

3"

MIN.

4"

MA

X.

ON THE SIDE DIRECTLY BEHIND GUARDRAIL.

SHALL NOT EXTEND MORE THAN 4" ABOVE GRADE

ABOVE GRADE ON ALL SIDES. THE FOUNDATION

THE FOUNDATION EXTENDS A MINIMUM OF 3"

VICINITY OF THE DRILLED SHAFT SO THAT

CONTRACTOR TO GRADE SHOULDER IN THE





PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

OC-1 CANTILEVER 124"

SIGN UPRIGHT PAINTING

S-37

1489+65.22

TOP TRUSS CHORD

BOTTOM TRUSS CHORD

N.T.S.

SINGLE COLUMN SIGN UPRIGHT DETAIL

SINGLE COLUMN UPRIGHT

CROSS MEMBERS

DO NOT PAINT

UP

RIG

HT

HEIG

HT (A)

(LIM

ITS

OF

PRIM

ING

AN

D

PAIN

TIN

G)

BASE PLATE CONNECTION

PAINT ALL SURFACES OF

TOP OF FINISHED GRADE

(B)

DIA.

PLATES OF TRUSS CONNECTION TO UPRIGHT

OF CONNECTION PLATES, FLANGES AND SPLICE

PAINT ALL SURFACES, INCLUDING UNDERSIDE

NUMBER

STRUCTURE

TABLE OF UPRIGHT PAINTING VARIABLES

STATION STRUCTURE

TYPE

SINGLE COLUMN UPRIGHT DOUBLE COLUMN UPRIGHT

(A)

HEIGHT

(B)

DIAMETER

(C)

HEIGHT

(D)

SPACING

(E)

DIAMETER

LT RT LT RT LT RT LT RT LT RT LT RT

DIAGONALS

NO. DIA.

LT RTSTR.

PER

UPRIGHTS

NO.

27'-4"

104 OC-1 2-1/4 12 1-1/2 3/8 2 6-3/4 5/16 5/16 5/16 3/16 3 9 28 0 5 6 22 # 11 48 6

104 OC-1 1489+65.22 / 53.06' LT 28.12 9 2-1/4 96 4 4.50 x 0.337 4 x 4 x 1/2 30.00 x 0.625 1.4661

104 OC-1 1/2 7/8 1 2-1/4 - 7 1 2 - 6-1/2 1 8-1/2 - 10-1/4 1 1 3/16 7/8 6 6 3/4 5/8 5/16 1/4 3/16 5/16 - - - -

Nuts

Leveling

6"

3"3"

Gap"

21

Grout pad

3"

4ƀ" SQ. (typ.)

Ɓ" ¢ Washer

bolt (typ.)

'BA' Ø anchor

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

REF. DWG. NO.

SHEET NO.



SAM T. PHAN, P.E.

PHONE: (407) 702-6800

ORLANDO, FL 32801

201 E. PINE ST., SUITE 900

PARSONS

429-205SR 429

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO.

SHEET TITLE:

PROJECT NAME:


CENTRAL FLORIDA

PROJECT NO.

1/14/2016 11:10:20 AM c:\pw_working\flstate\p0091616\dms12871\MiscStrCantileverSigns01.DGNp0091616

CANTILEVER SIGN STRUCTURE DATA TABLE

S-38

CANTILEVER SIGN STRUCTURES DATA TABLE

CANTILEVER SIGN STRUCTURES DATA TABLE (CONT.)

CANTILEVER SIGN STRUCTURES DATA TABLE (CONT.)

BACKRAKE

G

inO. D. x Wall Thk. (in)

F (UPRIGHT)E (WEB)

MEMBER SIZES

Angle (in)O. D. x Wall Thk. (in)

D (CHORD)

#

N

in

C

in

B

DIMENSIONS

ftft

ASIGN NO.

SIGN NO. GA

in

GB

in ft in

GC GD

ft in ft

GE

in ft

GF

in ft

GG

in ft in

GH

ft in

GJ GK

in

TA

in

TB

# #

TC

in

TD TE

in

TRUSS CONNECTION

in

TF TG

in

TH

in

TJ

in Angle (in)

SA

SPLICE

SB

# in #

SDSC

PANELS

GUSSET PLATES

SIGN NO.

in

BA BB

#

BC

in

BD

in ft in

BE

BASE CONNECTION

in

BF BG

in

BH

in

BJ

in ft

BK

in

ANCHOR

ft in

FA

FOOTING - DRILLED SHAFT

FB

ft in # / Size

FC FE

# in

Table Date 01-01-11

Table Date 01-01-11

Table Date 07-01-13

Upright wall thickness given is a minimum dimension.3.

Design Wind Speed = 130 mph.2.

Work these Data Tables with Index 11310.1.

NOTES [Notes Date 7-01-13]:

FD

GROUTING DETAIL

BASE PLATE

grout placement under the base plate.

3. The CEI shall exercise special attention during the grouting operation to assure complete

other sufficient tool. Cure all exposed grout with a membrane curing compound.

verifying the grout is self supporting by penetration with a pointed masons trowel or

covering the entire grout surface with clean saturated rags. remove the forms after

reached initial set (two to four hours). cure the grout for a minimum of six hours by

plate. Do not vibrate grout. Clean excess grout off the base plate after the grout has

(6 mm) above the bottom of the base plate. Do not allow the grout to overtop the base

inch41 the head box until the grout has filled the entire form and extends a minimum of

d. Placing and Curing: Pour the grout from only one side of the base plate through

to set.

that meet the efflux time of 20 to 30 seconds. Do not remix grouts that have begun

Test the fluidity of the grout using the ASTM C 939 Flow Cone Method. Use grouts

commercial mixing paddle. Mix the grout in accordance with the manufacturer's instructions.

power driven mortar mixer or with a heavy duty drill (850 RPM maximum) using a

c. Mixing: Use only fresh unopened full bags of grout. Mix the grout in a clean,

the base plate. Attach a head box with a 45 degree slope on the form for grout placement.

the base plate. Extend the form a minimum of 1 inch (25 mm) above the bottom of

to all interior surfaces. Maintain a 1 inch (25 mm) clearance between the forms and

b. Forming: Use watertight non-absorbent forms with a form release agent applied

freestanding water before beginning the grouting operation.

or by placement of saturated rags for a minimum period of two hours. Remove all

and debris. Immediately before grouting, saturate the concrete surfaces by ponding

a. Preparation: Flush the top of the foundation with clean water to remove and dirt

Grouting:2.

Conform to Specification Section 934.

Grout shall be a non-shrink grout with a minimum 5.0 ksi compressive strength at 28-days.1.

GROUT NOTES:

DNP 06-14

STP 06-14

DNP 06-14

STP 06-14

anchor bolts.

in plan, midway between

beyond the grout. Locate

that the end will extend

of that upright such

attach cord to interior

wick. Prior to grouting,

sash cord as weep hole

Provide Ƅ"Ø all cotton

STATION / OFFSET *

* BASELINE SB SR 429

Design Water Table is 0 ft. below surface

N-Value: 10

Soil Weight = 110 pcf

Soil Friction Angle = 30 deg.

Soil Layer Thickness = 30 ft.

Soil Type: Cohesionless (Fine Sand)

Assumptions and Values used in design:2.

Geotechnical and Environmental Consultants, Inc. by

Design based on Soil Parameters recommended1.

FOUNDATION NOTES [Notes Date 7-01-12]:

S.R. 429 (WEKIVA PARKWAY)

2/3/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp08.dgn2:27:34 PM




PHONE: (407) 702-6800 / FAX: (407) 702-6950


NO.

SHEET


SR 429 429-205

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

p0089258


CENTRAL FLORIDA

CROSS ROAD FACING DIRECTION

GENERAL NOTES

TOTAL ASSEMBLIES

AUTHORITY LOGO (L-2)

(CROSSROADS)

BRIDGE MOUNTING LOCATIONS

LOGO

7'-0"30"

26"

(TYP)

2'-8"

TRAFFIC RAILING BARRIER

BA

RRIE

R

TR

AF

FIC

RAILIN

G

C/L CROSSROADS

*

BRIDGE MOUNTED

LOGO INSTALLATION

S-40

LOGO NOTES

QUANTITY REQ'D

AUTHORITY LOGO L-2

2

CR 435 NORTH & SOUTH

ALL 3M SIGN FABRICATION REQUIREMENTS. CONTACT 3M COMPANY 1-800-553-1380.

INSTALLATION SHALL BE PART OF A 3M MATCHED COMPONENT SYSTEM AND MEET 6.

ADDITIONAL REQUIREMENTS.

WRITTEN ACCEPTANCE RECEIVED FROM THE AUTHORITY. SEE GENERAL NOTES FOR

NO FABRICATION SHALL COMMENCE UNTIL THE SAMPLES HAVE BEEN REVIEWED AND

CONTRACTOR SHALL PROVIDE 4" x 4" SAMPLES OF EACH IN EACH APPLICABLE COLOR. 5.

SHOP DRAWINGS ARE REQUIRED.4.

CONTRACTOR SHALL COORDINATE WITH CFX FOR DIMENSION DETAILS.

LOGO L-2 (DIMENSIONS IN INCHES):3.

COLOR DETAIL.

OR AUTHORITY APPROVED EQUAL. CONTRACTOR SHALL COORDINATE WITH CFX FOR

LOGOS SHALL BE 3M COMPANY DIAMOND GRADE CUBED (DG3) REFLECTIVE SHEETING2.

SIGN FABRICATION UPON REQUEST.

CONTRACTOR TO BE GIVEN A COMPUTER DISK OF EACH AUTHORITY LOGO FOR USE IN1.

700-3-301B (OVERHEAD SIGN BRIDGE MOUNTED).

LOGO INSTALLATION TO BE PAID PER ASSEMBLY UNDER ITEM NO.5.

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

IN RIGHT-OF-WAY OTHER THAN OWNED BY THE AUTHORITY

PERMITTED TO BE CLOSED. ANY APPROVAL NECESSARY TO WORK

OF INDEX 611 WHILE INSTALLING SIGNS. NO TRAVEL LANES ARE

CONTRACTOR SHALL UTILIZE TRAFFIC CONTROL REQUIREMENTS4.

2'-8" (TYP.) TRAFFIC RAILING BARRIER.

SIGN PANEL TO BE EVENLY SPACED VERTICALLY WITHIN 3.

SHOP DRAWINGS FOR APPROVAL PRIOR TO PANEL INSTALLATIONS.

SHALL BE RESPONSIBLE FOR MOUNTING AND SHALL PROVIDE

PANEL SHALL BE MOUNTED FLUSH WITH BARRIER. CONTRACTOR2.

LOGO (L-2) SHALL BE USED AT ALL BRIDGE MOUNTING LOCATIONS.1.

OVER TRAFFIC LANES AND/OR SHOULDERS.

ENSURE LOGO SIGN IS NOT PLACED

* ADJUST DIMENSIONS AS NEEDED TO

30"

26"

LOGO

CFX

R=2"

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