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
TABULATION OF QUANTITIES
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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"
THERMOPLASTIC, STANDARD-OTHER SURFACES,
WHITE, SOLID, 6"
THERMOPLASTIC, STANDARD-OTHER SURFACES,
SURFACES, YELLOW, SOLID, 6"
THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT
SURFACES, WHITE, SKIP, 6", 10-30 SKIP
THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT
SURFACES, WHITE, SOLID, 6"
THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT
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
MULTI- POST SIGN, F&I GROUND MOUNT, 31-50 SF
MULTI- POST SIGN, F&I GROUND MOUNT, 12-20 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, 12-20 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
TABULATION OF QUANTITIES
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
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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"
THERMOPLASTIC, STANDARD-OTHER SURFACES,
WHITE, SOLID, 6"
THERMOPLASTIC, STANDARD-OTHER SURFACES,
SURFACES, YELLOW, SOLID, 6"
THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT
SURFACES, WHITE, SKIP, 6", 10-30 SKIP
THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT
SURFACES, WHITE, SOLID, 6"
THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT
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
MULTI- POST SIGN, F&I GROUND MOUNT, 31-50 SF
MULTI- POST SIGN, F&I GROUND MOUNT, 12-20 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, 12-20 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
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
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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.
2/3/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\gnntsp02.dgn2:27:14 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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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.
2/3/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\gnntsp03.dgn2:27:21 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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
(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
WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT)
TO STA. 418+50
40' SPACING FROM STA. 415+70
WHITE DELINEATORS AT
WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT)
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-01.dgn11:28:51 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
CENTRAL FLORIDA
SIGNING AND
PAVEMENT MARKINGS
S-7
MA
TC
H LIN
E S
TA.
418
+00.0
0
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-02.dgn11:28:59 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
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
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
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
6" YELLOW (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
WITH W/R RPMS AT 15' SPACING
12" WHITE (PPRT) SKIP (3'-12')
WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-03.dgn11:29:07 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
6" YELLOW (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
WITH W/R RPMS AT 15' SPACING
12" WHITE (PPRT) SKIP (3'-12')
STA. 426+00
48" X 60"
GUARDRAIL
STA. 415+67 TO STA. 430+67
AT 300' SPACING FROM
WHITE DELINEATORSSTA. 430+67 TO STA. 433+47
AT 40' SPACING FROM
WHITE DELINEATORSWITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT)
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
2/17/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-04.dgn2:32:33 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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
(PPRT)
6" YELLOW
¡ CONST. S.R. 429GUARDRAIL
STA. 430+67 TO STA. 433+47
AT 40' SPACING FROM
WHITE DELINEATORS
WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT)
END W/R RPMS
+65.00 (56.00' RT)
END TAPER
WITH W/R RPMS AT 15' SPACING
12" WHITE (PPRT) SKIP (3'-12')
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-05.dgn11:29:22 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
6" YELLOW (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-06.dgn11:29:35 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
(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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-07.dgn11:29:44 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
6" YELLOW (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
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
9" CONTRAST BLACK/WHITE (PPRT)
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-08.dgn11:29:52 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
6" YELLOW (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-09.dgn11:30:01 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
9" CONTRAST BLACK/WHITE (PPRT)
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
(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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-10.dgn11:30:12 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
6" YELLOW (PPRT)
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-11.dgn11:30:21 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
6" YELLOW (PPRT)
6" YELLOW (PPRT)
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-12.dgn11:30:30 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
6" YELLOW (PPRT)
6" YELLOW (PPRT)
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
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
2/1/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-13.dgn10:18:22 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
6" YELLOW (PPRT)
6" YELLOW (PPRT)
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
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
MATCH EXISTING PAVEMENT
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-14.dgn11:30:51 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
6" YELLOW (PPRT)
6" YELLOW (PPRT)
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-15.dgn11:31:01 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
CENTRAL FLORIDA
12'
12'
12'
12'
12'
12'
12'
12'
EXIST. SPECIAL WILDLIFE FENCE
LA R/W LINE
£ NB S.R. 429
� SB S.R. 429
N
50
Feet
0 10
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
6" YELLOW (PPRT)
6" YELLOW (PPRT)
9" CONTRAST BLACK/WHITE (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-16.dgn11:31:10 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
CENTRAL FLORIDA
DRIV
E S
AFELY
BE
GIN
DRIV
E S
AFELY
EN
D
12'
12'
12'
12'
12'
12'
12'
12'
EXIST. SPECIAL WILDLIFE FENCE
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)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
BLACK/WHITE (PPRT)
9" CONTRAST
6" YELLOW (PPRT)
(10'-30') WITH W/R RPMS AT 40' SPACING
9" CONTRAST BLACK/WHITE (PPRT) SKIP
BLACK/WHITE (PPRT)
9" CONTRAST
WITH W/R RPMS AT 40' SPACING
6" WHITE (THERMO) SKIP (10'-30')
6" WHITE (THERMO)
6" YELLOW (THERMO)
6" YELLOW (THERMO)
6" WHITE (THERMO)
WITH W/R RPMS AT 40' SPACING
6" WHITE (THERMO) SKIP (10'-30')
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-17.dgn11:31:18 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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'
EXIST. SPECIAL WILDLIFE FENCE
LA R/W LINE
LA R/W LINE
EXIST. SPECIAL WILDLIFE FENCE
� 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
WITH W/R RPMS AT 40' SPACING
6" WHITE (THERMO) SKIP (10'-30')
6" WHITE (THERMO)
6" YELLOW (THERMO)
WITH W/R RPMS AT 40' SPACING
6" WHITE (THERMO) SKIP (10'-30')
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-18.dgn11:31:26 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
CENTRAL FLORIDA
SP
EE
D
LIM
IT
35
12'
12'
� CONST. S.R. 429
LA R/W LINE
EXIST. SPECIAL WILDLIFE FENCE
LA R/W LINE
50
Feet
0 10
N
EXIST. SPECIAL WILDLIFE FENCE
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
WITH W/R RPMS AT 40' SPACING
6" WHITE (THERMO) SKIP (10'-30')
6" WHITE (THERMO)
6" YELLOW (THERMO)
6" YELLOW (THERMO)
WITH W/R RPMS AT 40' SPACING
6" WHITE (THERMO) SKIP (10'-30')
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'
WITH W/R RPMS AT 40' SPACING
6" WHITE (THERMO) SKIP (10'-30')
2 AS
700-1-60
535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550
19 TOP
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-19.dgn11:31:35 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
WITH Y/Y RPMS AT 40' SPACING
6" DOUBLE YELLOW (THERMO)
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
END 8" WHITE (THERMO)
STA. 145+29 RT
(THERMO), STA. 145+63 LT
BEGIN 6" WHITE (2'-4' SKIP)
END 6" WHITE (THERMO)
+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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\plansp205-20.dgn11:31:45 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
CENTRAL FLORIDA
429
TO
LL
NO
RTH
429
TO
LL
JC
T
1 AS1 AS
WITH Y/Y RPMS AT 40' SPACING
6" DOUBLE YELLOW (THERMO)
6" WHITE (THERMO)
STA. 146+42
MARKING,
MATCH EXISTING PAVEMENT
(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
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
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
Copy Spacing Length Size/Series
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
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
CENTRAL FLORIDA
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
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
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
Copy Spacing Length Size/Series
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
GUIDE SIGN WORKSHEET
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
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS.
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"
GUIDE SIGN WORKSHEET
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
455+00, GM-5Station/Structure
2
434+00, GM-2
455+00, GM-5Station/Structure
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\gswksp03.dgn.DGN11:31:59 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
CENTRAL FLORIDA
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp01.dgn11:32:03 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
7. FABRICATOR SHALL APPLY AS THE TOP LAYER, 3M COMPANY EC FILM 1170 CLEAR
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.
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp02.dgn11:32:09 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp04.dgn11:32:19 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
5. FABRICATOR SHALL APPLY AS THE TOP LAYER, 3M COMPANY EC FILM 1170 CLEAR
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:
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp05.dgn11:32:24 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
4' FROM FACE OF GUARDRAIL
4' FROM FACE OF GUARDRAIL
4' FROM FACE OF GUARDRAIL
4' FROM FACE OF GUARDRAIL
40' FROM EDGE OF TRAVEL LANE
4' FROM FACE OF GUARDRAIL
4' FROM FACE OF GUARDRAIL
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp06.dgn11:32:29 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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
1/11/2016p0089258 c:\pw_working\flstate\p0089258\dms00370\spdtsp07.dgn11:32:38 AM
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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.
CERTIFICATE OF AUTHORIZATION NO. 1838
P.E. LICENSE NO. 54072
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:
EXPRESSWAY AUTHORITY
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
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
DAVID E. WAGNER, P.E.
NO.
SHEET
ROAD NO. PROJECT NO.
SR 429 429-205
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
p0089258
EXPRESSWAY AUTHORITY
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"