BID SET FEBRUARY 2016 CONTRACT PLANS SIGNING AND PAVEMENT MARKING PLANS CENTRAL FLORIDA EXPRESSWAY AUTHORITY SR 429 (WEKIVA PARKWAY)

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1 BEE LINE EXPRESSWAY CHIPLEY 0 FORT WALTON PENSACOLA BEACH PANAMA CITY TALLAHSEE 75 0 LAKE CITY JACKSONVILLE ST AUGUSTINE CONTRACT S GAINESVILLE OCALA DAYTONA BEACH SR 49 (WEKIVA PARKWAY) DELAND 4 ORLANDO ET OF SR 49/SR 46 SYSTEM INTERCHANGE TO ET OF MOUNT PLYMOUTH ROAD (CR 435) NEW PORT RICHEY ST PETERSBURG TAMPA 75 4 LAKELAND BARTOW FLORIDA S TURNPIKE MELBOURNE - COCOA ORANGE COUNTY (75) LOCATION OF PROJECT 75 SAROTA - BRADENTON 75 FT PIERCE 95 INDEX OF SIGNING AND PAVEMENT MARKING S CONTRACT WEST PALM FT MYERS 75 BEACH S- KEY NAPLES 75 FT LAUDERDALE S- - S-3 TABULATION OF QUANTITIES MIAMI S-4 - S-6 S-7 - S-6 GENERAL NOTES SIGNING AND PAVEMENT MARKINGS SIGNING AND PAVEMENT MARKING S S-7 - S-9 S-30 - S-33 GUIDE SIGN WORKS CFX DETAILS KEY WEST S-34 S-35 S-36 MULTI-POST SIGN TABLE OF VARIABLES LINE OF SIGHT FOR USE ON MAINLINE SIGN CROSS SECTION BOARD MEMBERS S-37 S-38 S-39 S-40 SIGN UPRIGHT PAINTING CANTILEVER SIGN STRUCTURE DATA TABLE CANTILEVER SIGN SPT BORING RESULTS BRIDGE MOUNTED LOGO INSTALLATION WELTON CADWELL S. SCOTT BOYD BRENDA CAREY BUDDY DYER FRED HAWKINS, JR. TERESA JACOBS ANDRIA KERR JAY MADARA S. MICHAEL SCHEERINGA CHAIRMAN VICE CHAIRMAN SECRETARY/TREURER CITY OF ORLANDO MAYOR OSCEOLA COUNTY COMMISSIONER ORANGE COUNTY MAYOR BOARD MEMBER BOARD MEMBER BOARD MEMBER SIGNING AND PAVEMENT MARKING SHOP DRAWINGS TO BE SUBMITTED TO: 0 E. PINE ST., SUITE 900 ORLANDO, FL 380 (407) S PREPARED BY: 0 E. PINE ST., SUITE 900, ORLANDO, FL 380 PHONE: (407) CERTIFICATE OF AUTHORIZATION 838 VENDOR NOTE: THE SCALE OF THESE S MAY HAVE CHANGED DUE TO REPRODUCTION. KEY SIGNING AND PAVEMENT MARKING S ENGINEER OF RECORD: P.E. : BID SET FISCAL YEAR FEBRUARY 06 CFX PROJECT MANAGER: GLENN M. PRESSIMONE, P.E. 07 S- p //06 :8:05 AM c:\pw_workg\flstate\p008958\dms00370\keyssp0.dgn

2 TABULATION OF QUANTITIES PAY ITEM UNIT NUMBERS S-7 S-8 S-9 S-0 S- S- S-3 S-4 S-5 S-6 TOTAL THIS GRAND TOTAL REF SINGLE POST SIGN, F&I GROUND MOUNT, UP TO SF SINGLE POST SIGN, F&I GROUND MOUNT, -0 SF SINGLE POST SIGN, F&I GROUND MOUNT, -30 SF SINGLE POST SIGN, REMOVE SINGLE POST SIGN, F&I CUST WIND LOAD AREA>30SF MULTI- POST SIGN, F&I GROUND MOUNT, -0 SF MULTI- POST SIGN, F&I GROUND MOUNT, 3-50 SF MULTI- POST SIGN, F&I GROUND MOUNT, 0-00 SF MULTI- POST SIGN, F&I GROUND MOUNT, REMOVE B SIGN PANEL, F&I OH MOUNT, UP TO 50 SF W/LIGHTING SIGN PANEL, F&I OH MOUNT, SF W/ LIGHTING SIGN PANEL, F&I BRIDGE MOUNT, UP TO SF EA EA OH STATIC SIGN STRUCT, F&I, CANTILEVER, 3-40 FT DELINEATOR, FLEXIBLE TUBULAR EA RETRO-REFLECTIVE PAVEMENT MARKERS WHITE/RED EA YELLOW/YELLOW 7--5 THERMOPLTIC, STD, WHITE, DOTTED/GUIDELINE, 6" LF 7--4 THERMOPLTIC, STANDARD, WHITE, SOLID, 8" LF 7-5- THERMOPLTIC, STANDARD-OPEN GRADED PHALT NM SURFACES, WHITE, SOLID, 6" THERMOPLTIC, STANDARD-OPEN GRADED PHALT GM SURFACES, WHITE, SKIP, 6", 0-30 SKIP 7-5- THERMOPLTIC, STANDARD-OPEN GRADED PHALT NM SURFACES, YELLOW, SOLID, 6" 7-6- THERMOPLTIC, STANDARD-OTHER SURFACES, NM WHITE, SOLID, 6" 7-6- THERMOPLTIC, STANDARD-OTHER SURFACES, NM WHITE, SOLID, 8" 7-6- THERMOPLTIC, STANDARD-OTHER SURFACES, NM YELLOW, SOLID, 6" 7-7 THERMOPLTIC, REMOVE EXISTING SF THERMOPLTIC PAVEMENT MARKINGS PREFORMED TAPE, HIGH PERFORMANCE, WHITE, SKIP, " PREFORMED TAPE, HIGH PERFORMANCE, YELLOW, SOLID, 6" PREFORMED TAPE,HIGH PERFORMANCE, WHITE/BLACK CONTRT, SOLID, 9" PREFORMED TAPE, HIGH PERFORMANCE. WHITE/BLACK CONTRT, SKIP, 9" GM NM NM GM P.E. LICENSE TABULATION OF 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR QUANTITIES S- p /3/06 :6:53 PM c:\pw_workg\flstate\p008958\dms00370\tabqsp0.dgn

3 TABULATION OF QUANTITIES PAY ITEM UNIT NUMBERS S-7 S-8 S-9 S-0 S- S- S-3 S-4 S-5 S-6 TOTAL THIS GRAND TOTAL REF SINGLE POST SIGN, F&I GROUND MOUNT, UP TO SF SINGLE POST SIGN, F&I GROUND MOUNT, -0 SF SINGLE POST SIGN, F&I GROUND MOUNT, -30 SF SINGLE POST SIGN, REMOVE SINGLE POST SIGN, F&I CUST WIND LOAD AREA>30SF MULTI- POST SIGN, F&I GROUND MOUNT, -0 SF MULTI- POST SIGN, F&I GROUND MOUNT, 3-50 SF MULTI- POST SIGN, F&I GROUND MOUNT, 0-00 SF MULTI- POST SIGN, F&I GROUND MOUNT, REMOVE B SIGN PANEL, F&I OH MOUNT, UP TO 50 SF W/LIGHTING SIGN PANEL, F&I OH MOUNT, SF W/ LIGHTING SIGN PANEL, F&I BRIDGE MOUNT, UP TO SF OH STATIC SIGN STRUCT, F&I, CANTILEVER, 3-40 FT EA EA DELINEATOR, FLEXIBLE TUBULAR EA RETRO-REFLECTIVE PAVEMENT MARKERS WHITE/RED YELLOW/YELLOW EA THERMOPLTIC, STD, WHITE, DOTTED/GUIDELINE, 6" THERMOPLTIC, STANDARD, WHITE, SOLID, 8" LF LF THERMOPLTIC, STANDARD-OPEN GRADED PHALT NM SURFACES, WHITE, SOLID, 6" THERMOPLTIC, STANDARD-OPEN GRADED PHALT GM SURFACES, WHITE, SKIP, 6", 0-30 SKIP 7-5- THERMOPLTIC, STANDARD-OPEN GRADED PHALT NM SURFACES, YELLOW, SOLID, 6" 7-6- THERMOPLTIC, STANDARD-OTHER SURFACES, NM WHITE, SOLID, 6" 7-6- THERMOPLTIC, STANDARD-OTHER SURFACES, NM WHITE, SOLID, 8" 7-6- THERMOPLTIC, STANDARD-OTHER SURFACES, NM YELLOW, SOLID, 6" 7-7 THERMOPLTIC, REMOVE EXISTING SF THERMOPLTIC PAVEMENT MARKINGS PREFORMED TAPE, HIGH PERFORMANCE, WHITE, GM 0.34 SKIP, " PREFORMED TAPE, HIGH PERFORMANCE, YELLOW, NM SOLID, 6" PREFORMED TAPE,HIGH PERFORMANCE, NM WHITE/BLACK CONTRT, SOLID, 9" PREFORMED TAPE, HIGH PERFORMANCE. GM WHITE/BLACK CONTRT, SKIP, 9" P.E. LICENSE TABULATION OF 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR QUANTITIES S-3 p /3/06 :6:59 PM c:\pw_workg\flstate\p008958\dms00370\tabqsp0.dgn

4 SIGNING GENERAL NOTES.. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SIGNS. SHOP DRAWINGS SHALL INCLUDE VHB CALCULATIONS FOR ALL STANDARD AND NON-STANDARD GROUND MOUNTED SIGNS, SINGLE AND MULTI-POST. ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE NOTED. ANY SIGNS SCHEDULED TO BE RELOCATED OR TO REMAIN THAT ARE DAMAGED DURING THE CONSTRUCTION PROCESS SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE PRIOR TO ERECTION OF ANY OVERHEAD SIGN STRUCTURES, THE -BUILT LOCATION OF THE ANCHOR BOLTS SHALL BE SURVEYED BY A FLORIDA REGISTERED LAND SURVEYOR AND SUBMITTED IN A WRITTEN REPORT TO THE CEI FOR APPROVAL AND SHALL BE CONSIDERED INCIDENTAL TO THE SIGN SEMBLY. DUE TO THE TIMING OF ADJACENT CONTRACTS, THE CEI MAY DIRECT THE CONTRACTOR TO DELAY INSTALLATION OF CERTAIN PANELS. PANELS SHALL NOT BE INSTALLED AND COVERED WITHOUT PRIOR APPROVAL FROM THE AUTHORITY. NO ADDITIONAL PAYMENT WILL BE PERMITTED ALL EXISTING SIGNS ARE TO REMAIN VISIBLE UNTIL SUCH TIME THE PROPOSED SIGN SEMBLY INSTALLATION IS COMPLETED.. STEEL AND ALUMINUM POST SIZES ARE SHOWN IN THE S FOR MULTI-POST MOUNTED SIGNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY POST SIZES AND LENGTHS PRIOR TO FABRICATION. THE CONTRACTOR MAY USE AN ALTERNATE POST MATERIAL UPON PROVIDING ADEQUATE JUSTIFICATION TO THE PROJECT ENGINEER. THE SAME POST MATERIAL AND SHAPE, IF APPLICABLE, SHALL BE USED THROUGHOUT THE ENTIRE PROJECT EXCEPT WHERE NOTED, CODE NUMBER AND SIGN LISTED ARE STANDARD SHOWN IN MUTCD 009 AND STANDARD HIGHWAY SIGNS MANUAL, FHWA, 004 WITH THE 0 SUPPLEMENT. THE CONTRACTOR SHALL ESTABLISH, STAKE AND PAINT SIGN LOCATIONS WITH THE USE OF A FLORIDA REGISTERED LAND SURVEYOR. IF THE STAKES AND/OR PAINTED MARKS ARE OBLITERATED DURING THE CONSTRUCTION PROCESS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE SIGN LOCATIONS RE-ESTABLISHED BY A FLORIDA REGISTERED LAND SURVEYOR. NO ADDITIONAL PAYMENT WILL BE ALLOWED.. 3. ALL SUPPORT COLUMNS FOR OVERHEAD SIGN STRUCTURES SHALL BE PAINTED WHEN PROJECT REACHES SUBSTANTIAL COMPLETION. PAINTING SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION AND DETAIL(S). PAINTING PROPOSED UPRIGHTS SHALL BE CONSIDERED INCIDENTAL TO STRUCTURE INSTALLATION. SEE SPECIAL PROVISIONS. SIGN STRUCTURE UPRIGHT SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE SPECIAL PROVISIONS BEFORE PAINTING. ALL BOLTS, CROSS BRACE DIAGONALS AND FLANGES NOTED ON THE S DETAIL (S) SHALL BE THOROUGHLY CLEANED AND FREE OF DEBRIS BEFORE PRIMER AND FINISHED COAT(S) ARE APPLIED. 7. SIGN SEMBLY LOCATIONS SHOWN ON S WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, PUBLIC SIDEWALK CURB RAMPS, ETC. MAY BE ADJUSTED SLIGHTLY DIRECTED BY THE CONSTRUCTION ENGINEER AND INSPECTOR (CEI). THE ENGINEER OF RECORD MUST APPROVE EXTREME LOCATION CHANGES. IN ALL CES ROADWAY SAFETY SHALL NOT BE COMPROMISED AND ADA REQUIREMENTS FOR UNOBSTRUCTED PEDESTRIAN PATHS SHALL BE SATISFIED. 4. THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL EQUIPMENT ATTACHED TO SIGN UPRIGHTS PRIOR TO BEGINNING THE PAINTING PROCESS. EQUIPMENT SHALL INCLUDE BUT IS NOT LIMITED TO ELECTRICAL DISCONNECT SWITCH BOXES, ELECTRICAL AND/OR FON CONDUIT, DMS CONTROLLER BOXES, ANTENNAE, ETC. ANY EQUIPMENT DAMAGED DURING THE PAINTING PROCESS SHALL BE REPAIRED OR REPLACED IN KIND BY THE CONTRACTOR AT HIS EXPENSE. ALL REPAIRS SHALL MEET THE SATISFACTION OF THE ENGINEER OF RECORD. 8. THE CONTRACTOR SHALL SET ROADWAY GROUND MOUNT SIGNS AT PROPER DEFLECTION ANGLE TO THE ROADWAY IN ACCORDANCE WITH FDOT INDEX 730, UNLESS NOTED OTHERWISE IN THE S THE CEI SHALL APPROVE COMMON POST MOUNTING OF REGULATORY SIGN PANELS PRIOR TO SEMBLY INSTALLATION. NO SIGNS SHALL BE MOUNTED BACK TO BACK WITH STOP OR YIELD SIGNS. 0. CARE SHALL BE TAKEN THAT OVERHEAD PANELS ARE POSITIONED OVER THE LANE(S) TO WHICH THEY APPLY AND SHOWN IN THE S. THE CEI SHALL APPROVE THE LOCATIONS ALONG THE TRUSS PRIOR TO INSTALLATION. 7. SEE LIGHTING GENERAL NOTES FOR INFORMATION REGARDING SIGN LUMINAIRES MILEPOST MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VERTICAL CLEARANCE CRITERIA IN INDEX 730 REGARDLESS OF LOCATION, I.E. ROADSIDE OR TOP OF BARRIER WALL. THE CONTRACTOR SHALL COMPLETELY FILL IN ALL HOLES WITH SELECT MATERIALS IN " LIFTS AND SOD GROUND MOUNT AND OVERHEAD SIGN REMOVAL LOCATIONS WITHIN 4 HOURS. FOUNDATIONS FOR ALL OVERHEAD SIGN STRUCTURES SHALL BE REMOVED 36" BELOW THE GROUND SURFACE AND IS TO BE INCLUDED WITH SIGN REMOVAL. WORK ITEMS MAY ONLY BE DEFERRED AT THE DIRECTION OF THE CEI. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK, WHEN NECESSARY, TO MEET ALL EROSION CONTROL CRITERIA REQUIRED IN THE SPECIFICATIONS. AN EROSION CONTROL SHALL BE SUBMITTED TO THE CEI FOR APPROVAL PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. ALL EROSION CONTROL WORK AND MATERIALS SHALL BE INCLUDED IN THE SIGN SEMBLY. ALL MISCELLANEOUS WORK NECESSARY IN THE SHOULDER AREA TO CONSTRUCT AND/OR REMOVE SIGNS (I.E. GRADING, SODDING, CLEARING AND GRUBBING, RE-SETTING OR FENCE RE-SETTING) IS CONSIDERED INCIDENTAL, AND IS TO BE INCLUDED IN THE SIGN SEMBLY. ALL DISTURBED ARE SHALL BE SODDED. THE CONTRACTOR SHALL HAUL ALL EXCESS EXCAVATION AND WTE MATERIALS OFF-SITE. REMOVAL OF THESE MATERIALS SHALL BE CONSIDERED INCIDENTAL TO THE SIGN SEMBLY. EXISTING SIGNS TO BE REMOVED SHALL BE MEURED BY THE POST SEMBLY REGARDLESS OF THE NUMBER OF EXISTING PANELS ATTACHED. EXISTING SIGN PANELS AND/OR SIGN SEMBLIES TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF AT HIS EXPENSE EXCEPT WHERE SPECIFIED IN THE S OR SPECIAL PROVISIONS. ALL SIGN SEMBLIES SCHEDULED FOR REMOVAL SHALL BE TAKEN OFF THE PROJECT SITE BY THE CONTRACTOR WITHIN 48 HOURS OF REMOVAL TOP MOUNTED LUMINARIES SHALL NOT BE ALLOWED ON THE MAINLINE WITHIN THE AUTHORITY'S JURISDICTION. THE CONTRACTOR SHALL PROVIDE WIRING AND PULL BOXES ( NECESSARY) TO ALL FUTURE SIGN PANEL POSITIONS AND CAP OFF IN THE CONNECTOR BOX. THE SIGN LIGHTING LUMINARIES SHALL BE "NIGHT AIMED" TO SURE PROPER ILLUMINATION OF THE SIGN SURFACE. THE LUMINARIES MUST BE AT AN ANGLE SUFFICIENT TO PREVENT THEM FROM SHINING INTO THE FACES OF DRIVERS TRAVELING IN THE OPPOSITE DIRECTION. SIGN LIGHTING LUMINARIES MAY REQUIRE SHIELDING TO PREVENT GLARE INTO NEIGHBORING RESIDENTIAL PROPERTIES. WHEN INCLUDED IN S THE CEI SHALL FIELD VERIFY AND DOCUMENT NEED FOR SHIELDING PRIOR TO INSTALLATION. THE CEI SHALL REPORT ANY DISCREPENCIES TO THE ENGINEER OF RECORD FOR RESOLUTION. SHIELDING SHALL BE CONSIDERED INCIDENTAL TO THE SIGN SEMBLY OR NEW SIGN LUMINAIRE INSTALLATION APPROPRIATE. THE CONTRACTOR SHALL ENERGIZE OVERHEAD SIGN LUMINAIRES WITHIN 4 HOURS OF INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING ROADWAY LIGHTING CONDUIT PRIOR TO INSTALLATION OF ROADWAY SIGNAGE. A SEPARATE GROUNDING ELECTRODE AND PULL BOX IS REQUIRED PER UPRIGHT OF EACH NEW CANTILEVER. TWO SEPARATE GROUNDING ELECTRODES AND PULL BOXES ARE REQUIRED PER UPRIGHT ON EACH NEW SPAN TRUSS STRUCTURE AND SHALL BE INCIDENTAL TO THE STRUCTURE. INSTALLATION SHALL BE IN ACCORDANCE WITH FDOT INDEX 7505 WITH A MINIMUM REQUIRED LENGTH OF 0 LINEAR FEET AND A MEURED RESISTANCE OF 5 OHMS OR LESS. ALL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. 7. THE CONTRACTOR SHALL VERIFY FIELD ELEVATIONS FOR VERTICAL SUPPORTS FOR ALL SIGNS PRIOR TO FABRICATION. 8. SIGN ITEM : DESIGN WIND LOADS SHALL BE BED ON BIC WIND SPEED OF 30 MPH W USED IN THE DESIGN. IN ACCORDANCE WITH FDOT STRUCTURES MANUAL, THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LATEST FDOT DESIGN STANDARDS, INDEX DRAWINGS AND THE FOLLOWING REQUIREMENTS: A) INCREE THE PROPOSED SIGN PANEL DEPTH BY 0% FOR DESIGN WITH THE FUTURE PANEL (S) SUMED TO BE BOTTOM JUSTIFIED ON THE TRUSS. WHEN THE SPAN TRUSS IS TO ACCOMMO PANEL(S) OVER ONLY ONE DIRECTION OF TRAVEL, A FUTURE PANEL, INCLUDING EXIT NUMBER, SHALL BE CONSIDERED OVER THE OPPOSITE ROADWAY FOR THE PURPOSE OF PROVIDING MAXIMUM FLEXIBILITY FOR FUTURE USE FOR LOCATIONS THAT REQUIRE A GROUNDING ELECTRODE ARRAY ( DETERMINED BY THE CEI), A SEPARATE PULL BOX SHALL BE INSTALLED FOR EACH ELECTRODE WITHIN THE ARRAY AND SHALL BE CONSIDERED INCIDENTAL TO THE SIGN SEMBLY. 3M SCOTCH BRAND VERY HIGH BOND (VHB) ACRYLIC FOAM TAPE NUMBER 4950 OR THE AUTHORITY'S APPROVED EQUAL IN COMBINATION WITH MECHANICAL FTENERS SHALL BE USED TO ATTACH PANELS TO WIND BEAMS, BRACKETS AND SPLICE PLATES ON ALL SINGLE AND MULTI-POST SIGN SEMBLIES. CONTRACTOR SHALL MEET ALL 3M REQUIREMENTS FOR PROPER INSTALLATION OF VHB. VHB TAPE SHALL NOT BE REUSED ONCE INSTALLED. DESIGN SHALL MEET MOST CURRENT FDOT WIND LOAD CRITERIA. SEE SPECIAL PROVISIONS. B) C) SPAN TYPE STRUCTURES SHALL MEET THE CRITERIA A.) ABOVE OR THE FDOT STRUCTURES MANUAL CRITERIA FOR URBAN ARE, WHICHEVER GOVERNS. CANTILEVER ARM LENGTHS AND UPRIGHT HEIGHTS WERE DETERMINED BED ON INITIAL SIGN CONFIGURATION. INITIAL PANEL SHALL BE POSITIONED TO MATCH THE END OF THE CANTILEVER ARM FOR AESTHETICS. D) FOUNDATION DETAILING SHALL BE ACCORDING TO FDOT INDEX 30 OR 30, EXCEPT THE DRILLED SHAFT OR PEDESTAL SHALL EXTEND A MINIMUM 3 INCHES ABOVE THE GROUND LINE OR THE DESIGN HIGH WATER LINE AND A 3 INCH GROUT PAD SHALL BE UTILIZED FOR ALL OVERHEAD SIGN STRUCTURES. E) CANTILEVER ARM LENGTHS WERE DETERMINED BED ON THE INITIAL SIGN CONFIGURATION. THE 0% INCREED SIGN PANEL ARE ARE NOT SHOWN ON THE CROSS SECTIONS. ANY FUTURE PANELS SHOWN ON THE CROSS SECTIONS WERE FOR STRUCTURE DESIGN PURPOSES ONLY AND ARE NOT PART OF THIS CONTRACT. P.E. LICENSE e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR GENERAL NOTES S-4 p /3/06 :7:06 PM c:\pw_workg\flstate\p008958\dms00370\gnntsp0.dgn

5 MECHANICAL FTENERS USED TO ATTACH SIGN PANELS TO WIND BEAMS, BRACKETS AND SPLICE PLATES FOR ALL OVERHEAD AND GROUND MOUNTED PANELS SHALL BE COUNTERSUNK SCREWS. THE CONTRACTOR SHALL PATCH ALL COUNTERSUNK SCREWS ON ALL NEW SIGN FACES. RIVETS ON OVERLAYS AND/OR DEMOUNTS SHALL BE PAINTED WITH COLOR TO MATCH ING AT RIVET LOCATION. SEE SPECIAL PROVISIONS. 56. A DECAL SHALL BE PROVIDED ON BACK OF ALL NEW PANELS AND OVERLAYS (FULL OR PARTIAL) REGARDLESS OF MOUNTING TYPE (OVERHEAD, SINGLE OR MULTI-POST). LETTERS SHALL BE BLACK AND LARGE ENOUGH TO BE CLEARLY LEGIBLE. LETTERS SHALL BE WHITE IF THE BACK OF THE PANEL H BEEN PAINTED BLACK. THE DECAL SHALL CONTAIN THE FOLLOWING INFORMATION: CFX/PROJECT NUMBER FABRICATOR'S INITIALS/ OF FABRICATION ING MANUFACTURER/NAME OF ING OF INSTALLATION UTILITY LOCATIONS SHOWN IN THE S ARE APPROXIMATE. SEE UTILITY ADJUSTMENT S. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE CONSTRUCTION ARE WHICH ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION AND OWNERSHIP OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITY. THE AUTHORITY'S FIBER OPTIC TONE WIRE, CONDUIT, AND LOCATE TAPE WITHIN FIVE (5) FEET OF MULTI-POST AND OVERHEAD SIGN STRUCTURES SHALL BE MANUALLY LOCATED VIA SOFT DIG EXCAVATION PRIOR TO THE CONSTRUCTION OF PROPOSED SIGN STRUCTURES THE SIGN PANEL FABRICATOR SHALL PROVIDE A COLOR PHOTOGRAPH OF THE SEMBLED PANEL FOR ALL MULTI-POST AND OVERHEAD MOUNTED SIGNS. PHOTOGRAPHS SHALL BE SUBMITTED TO THE CEI. THE CEI SHALL FORWARD A COPY OF THE PICTURES TO THE EOR AND THE AUTHORITY'S REPRESENTATIVE. THE CEI, EOR AND THE AUTHORITY'S REPRESENTATIVE SHALL APPROVE THE PHOTOS PRIOR TO SHIPMENT. DIGITAL FORMAT IS ACCEPTABLE; "JPG" FORMAT PREFERRED. PHOTO DETAIL AND RESOLUTION SHALL BE SUCH THAT REVIEWER WILL BE ABLE TO REONABLY DETERMINE IF THE PANEL H BEEN FABRICATED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. PHOTOGRAPHS WILL NOT BE REQUIRED FOR MULTI-POST ROUTE MARKER COMPONENT PANELS UNLESS THEY ARE SPECIAL DESIGN. ONLY ONE REPRESENTATIVE PHOTOGRAPH IS REQUIRED FOR MULTIPLE IDENTICAL SPECIAL DESIGN ROUTE MARKER COMPONENTS. IF SIGN ING, COLORS OR ADHESIVE TAPE MATERIALS ARE PROPOSED FOR USE OTHER THAN THE 3M PRODUCTS SPECIFIED IN THE GENERAL NOTES OR DETAILS, A 4" X 4" (ING) OR 4" X " (TAPE) SAMPLE OF EACH IN ALL APPLICABLE COLORS SHALL BE SUBMITTED TO THE AUTHORITY FOR APPROVAL PRIOR TO FABRICATION OR USE. ALL SAMPLES SHALL INCLUDE MANUFACTURER'S INFORMATION INCLUDING, BUT NOT LIMITED TO, SPECIFICATIONS, WARRANTY AND LOCAL SITES WHERE PRODUCT IS CURRENTLY IN USE. 47. VEGETATION SHALL BE REMOVED OR CUT BACK DIRECTED BY THE CEI TO PROVIDE ADEQUATE SIGHT DISTANCE FOR ALL OVERHEAD AND GROUND MOUNTED SIGNS. VEGETATION REMOVAL AND TRIMMING SHALL BE CONSIDERED INCIDENTAL TO THE SIGN SEMBLY. SEE "LINE OF SIGHT FOR USE ON MAINLINE" DETAIL FOR VEGETATION REMOVAL OR TRIMMING FROM THE LINE OF SIGHT THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILLING OUT THE COLUMN ENTITLED "-BUILT STATION" IN THE TABLE ON THE DETAIL FOR SPECIAL DESIGN MILE POSTS AT LOCATIONS WITHIN NED LANDSCAPING ARE (BY OTHERS), THE CONTRACTOR SHALL COMPLETE ALL WORK (I.E. GRADING, CLEAN-UP, ETC.) IMMEDIATELY UPON INSTALLATION OF SIGN SEMBLY SUCH THAT LANDSCAPING FEATURES MAY BE INSTALLED. WORK ITEMS MAY ONLY BE DEFERRED AT THE DIRECTION OF THE CEI. 5. ALL NEW SIGN PANELS REGARDLESS OF MOUNTING (OVERHEAD, SINGLE POST OR MULTI-POST) SHALL BE A MINIMUM OF 0.5 INCHES THICK. ALL SIGN OVERLAYS SHALL BE A MINIMUM OF 0.08 INCHES THICK. EXTRUDED PANELS SHALL NOT BE ALLOWED. 5. ALL ROADWAY AND TOLL GANTRY SIGN PANELS REGARDLESS OF LOCATION, MOUNTING TYPE (OVERHEAD, SINGLE OR MULTI-POST) OR LIGHTING SHALL BE FABRICATED USING 3M DIAMOND GRADE CUBED (DG3) ING OR THE AUTHORITY'S APPROVED EQUAL. WARNING SIGNS FOR LANE DROP (W4-), LANE ENDS (W9-, W9-), REDUCE SPEED AHEAD (W3-5), CURVES AND PEDESTRIAN CROSSINGS SHALL BE 3M FLUORESCENT DG3 ING OR THE AUTHORITY'S APPROVED EQUAL. SCHOOL CROSSING SIGNS (S-) AND SUPPLEMENTAL PLAQUES SHALL BE FABRICATED USING 3M DG3 FLUORESCENT YELLOW-GREEN ING OR THE AUTHORITY'S APPROVED EQUAL. 53. THE COLOR(S) OF ALL PANELS POSITIONED ABOVE AND BELOW A ROUTE SHIELD (U.S., STATE, COUNTY AND TOLL) IN ROUTE MARKER SEMBLIES SHALL MATCH THE SOCIATED SHIELD P.E. LICENSE e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR GENERAL NOTES S-5 p /3/06 :7:4 PM c:\pw_workg\flstate\p008958\dms00370\gnntsp0.dgn

6 PAVEMENT MARKING GENERAL NOTES PAY ITEM NOTES. STOP BARS, CROSSWALKS, STANDARD PAVEMENT MESSAGES AND STANDARD DIRECTIONAL ARROWS SHALL BE THERMOPLTIC. ALL OTHER STRIPING WITHIN THE 'S JURISDICTION SHALL BE 3M COMPANY SERIES 380IES OR THE AUTHORITY'S APPROVED EQUAL ON PHALT AND CONCRETE PAVEMENT, UNLESS OTHERWISE NOTED IN S. THE OPTION LANE ARROW SHALL BE PREFORMED THERMOPLTIC, PPRT, OR STANDARD THERMOPLTIC APPROVED BY THE AUTHORITY.... ALL PAVEMENT MARKINGS ON CR 435/MOUNT PLYMOUTH ROAD SHALL BE THERMOPLTIC WITHIN THE 'S JURISDICTION, ALL MAINLINE AND RAMP SKIP LINES (0'-30') SHALL BE PREFORMED PATTERNED RETRO-REFLECTIVE CONTRT TAPE (PPRT) CONSISTING OF A 6" WHITE TAPE BORDERED ON BOTH SIDES 4. (LONGITUDINALLY) WITH A " MATTE BLACK CONTRTING TAPE, FOR A TOTAL WIDTH OF 9" WITHIN THE 'S JURISDICTION, WHITE EDGE LINES SHALL BE PREFORMED PATTERNED RETRO-REFLECTIVE CONTRT TAPE (PPRT) CONSISTING OF A 6" WHITE TAPE BORDERED ON BOTH SIDES (LONGITUDINALLY) WITH A " MATTE BLACK CONTRTING TAPE, FOR A TOTAL WIDTH OF 9" AA-BCD: PREFORMED TAPE SHALL BE 3M COMPANY 380IES OR AUTHORITY APPROVED EQUAL. SEE GENERAL NOTES. 5. RETROREFLECTIVE PAVEMENT MARKERS (RPMS) ARE TO BE PLACED ALONG THE ENTIRE LENGTH OF THE PROJECT IN ACCORDANCE WITH FDOT INDEX 7345, 7346 AND 735, UNLESS OTHERWISE NOTED IN S. ALL RPMS INSTALLED ALONG THE AUTHORITY'S MAINLINE AND ALONG RAMPS WITHIN THE AUTHORITY'S JURISDICTION SHALL BE 3M COMPANY SERIES 90 RPMS OR THE AUTHORITY'S APPROVED EQUAL : SIGN UPRIGHT PAINTING SHALL BE CONSIDERED INCIDENTAL TO PROPOSED STRUCTURE. 6. REFLECTIVE PAVEMENT MARKER ADHESIVE FOR USE ON PHALT AND CONCRETE PAVEMENT SHALL BE BITUMINOUS MATERIAL UNLESS NOTED OTHERWISE IN THE SPECIAL PROVISIONS ANY EXISTING PAVEMENT MARKINGS, RPM'S OR DELINEATORS SCHEDULED TO REMAIN EITHER WITHIN OR BEYOND THE PROJECT LIMITS (INCLUDING MILLING AND RESURFACING), WHICH ARE DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT HIS EXPENSE. LIMIT OF REPLACEMENT IF REQUIRED SHALL BE DETERMINED BY THE CEI.. 7-A-BCD : FOR LOCATIONS THAT REQUIRE THERMOPLTIC PAVEMENT MARKINGS, PAINT SHALL BE USED FOR THE INITIAL APPLICATION TO ALLOW FOR A 30 DAY CURE TIME. INSTALLATION OF THE THERMOPLTIC STRIPING SHALL BE DIRECTED BY THE AUTHORITY'S DIRECTOR OF CONSTRUCTION AND THE CEI. INITIAL PAINT APPLICATION SHALL BE INCIDENTAL IN THE THERMOPLTIC PAY ITEM. 9. ROADSIDE MOUNTED FLEXIBLE TUBULAR DELINEATORS SHALL BE "SAFE-HIT CORPORATION, TYPE GUIDE POST (48" WITH FLATTENED TOP)" OR THE AUTHORITY'S APPROVED EQUAL ALL REMOVABLE PAVEMENT MARKING SHALL BE 3M COMPANY WET REFLECTIVE REMOVABLE TAPE, SERIES 780 OR THE AUTHORITY'S APPROVED EQUAL. THE CONTRACTOR SHALL NOT ABUT MULTIPLE STRIPES IN ORDER TO MEET THE SPECIFIED WIDTH (I.E., THREE 6" STRIPES TO MAKE ONE 8" STRIPE, ETC.). CONTRACTOR SHALL INSTALL ONE STRIPE OF THE SPECIFIED WIDTH. IF DELINEATORS, RPMS OR PAVEMENT MARKING MATERIALS ARE PROPOSED FOR USE OTHER THAN THE PRODUCTS SPECIFIED IN THE GENERAL NOTES OR DETAILS, A SAMPLE OF EACH IN ALL APPLICABLE COLORS SHALL BE SUBMITTED TO THE AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. ALL SAMPLES SHALL INCLUDE MANUFACTURERS INFORMATION INCLUDING, BUT NOT LIMITED TO, SPECIFICATIONS, WARRANTY AND LOCAL SITES WHERE PRODUCT IS CURRENTLY IN USE. ABBREVIATIONS PPRT = PREFORMED PATTERNED RETRO-REFLECTIVE CONTRT TAPE THERMO = THERMOPLTIC PAVEMENT MARKINGS RPMS = RETRO-REFLECTIVE PAVEMENT MARKERS W/R = WHITE/RED Y/Y = YELLOW/YELLOW 6. PROPOSED " WHITE/BLACK ALTERNATING 3'- SKIP STRIPING ON CONCRETE PAVEMENT SHALL BE INSTALLED USING THE BUTT SPLICE METHOD IN ACCORDANCE WITH THE LATEST EDITION OF 3M COMPANY "STAMARK TAPES PAVEMENT SURFACE PREPARATION AND APPLICATION TECHNIQUES, INFORMATION FOLDER 5.7". CONTACT 3M AT NEEDED. 7. P.E. LICENSE e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR GENERAL NOTES S-6 p /3/06 :7: PM c:\pw_workg\flstate\p008958\dms00370\gnntsp03.dgn

7 N WHITE DELINEATORS AT 40' SPACING FROM STA TO STA END PROJECT BEGIN CONSTRUCTION CONST. S.R. 49 STA MATCH EXISTING PAVEMENT MARKINGS RETAINING WALL SKIP (0'-30') WITH W/R RPMS AT 40' SPACING WITH W/R RPMS AT 40' SPACING 6" YELLOW (PPRT) CONST. S.R MATCH LINE STA RETAINING WALL WITH W/R RPMS AT 40' SPACING WHITE DELINEATORS AT 300' SPACING FROM STA TO STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING " WHITE (PPRT) SKIP (3'-) WITH W/R RPMS AT 5' SPACING P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-7 p //06 :8:5 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-0.dgn

8 N WHITE DELINEATORS AT 40' SPACING FROM STA TO STA END TAPER (56.00' LT) RETAINING WALL SOUTH TOLL MILE 40 D0-4 8" X 48" STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING END W/R RPMS MATCH LINE STA ' CONST. S.R. 49 6" YELLOW (PPRT) MATCH LINE STA RETAINING WALL MILE 40 TOLL NORTH D0-4 8" X 48" STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING WITH W/R RPMS AT 40' SPACING WHITE DELINEATORS AT 300' SPACING FROM STA TO STA " WHITE (PPRT) SKIP (3'-) WITH W/R RPMS AT 5' SPACING BEGIN PROJECT CONST. S.R. 49 STA NORTH RCM- 54" X 6" STA SEE SPECIAL DESIGN ROUTE CONFIRMATION MARKERS DETAIL S-3 FOR FURTHER INFORMATION. P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-8 p //06 :8:59 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-0.dgn

9 N SKIP (0'-30') WITH W/R RPMS AT 40' SPACING Apopka KEEP LEFT SIGN 0 9'-6" X 5'-0" GM- STA MATCH LINE STA " YELLOW (PPRT) CONST. S.R MATCH LINE STA " WHITE (PPRT) SKIP (3'-) WITH W/R RPMS AT 5' SPACING SKIP (0'-30') WITH W/R RPMS AT 40' SPACING BEGIN TAPER (68.00' RT) R- 48" X 60" STA LIMIT SPEED WITH W/R RPMS AT 40' SPACING WHITE DELINEATORS AT 300' SPACING FROM STA TO STA WHITE DELINEATORS AT 40' SPACING FROM STA TO STA RETAINING WALL P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-9 p //06 :9:07 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-03.dgn

10 N BEGIN BRIDGE-FFBW STA RETAINING WALL CONST. S.R. 49 STA MORRIS ACCESS RD. STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING END BRIDGE-FFBW STA MATCH LINE STA CABLE BARRIER CONST. S.R. 49 " WHITE (PPRT) SKIP (3'-) WITH W/R RPMS AT 5' SPACING " YELLOW (PPRT) MATCH LINE STA WITH W/R RPMS AT 40' SPACING END TAPER MORRIS ACCESS RD MORRIS ACCESS RD. SKIP (0'-30') WITH W/R RPMS AT 40' SPACING WHITE DELINEATORS (56.00' RT) AT 40' SPACING FROM END W/R RPMS STA TO STA RETAINING WALL RETAINING WALL SIGNS 704 & 705 4'-0" X 7'-0" 4'-0" X '-6" GM- STA P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-0 p /7/06 :3:33 PM c:\pw_workg\flstate\p008958\dms00370\plansp05-04.dgn

11 N SKIP TOLL GANTRY (0'-30') WITH W/R RPMS AT 40' SPACING (BY OTHERS) CONST. S.R " YELLOW (PPRT) CABLE BARRIER M ATCH LINE STA M ATCH LINE STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING SIGN 706 4'-0" X 4'-6" STA RETAINING WALL SIGN 703 8'-0" X 0'-0" GM-3 STA P.E. LICENSE ROAD PROJECT SR SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) PAVEMENT MARKINGS CERTIFICATE OF AUTHORIZATION 838 p //06 :9: AM c:\pw_workg\flstate\p008958\dms00370\plansp05-05.dgn S-

12 SIGN 703 8'-0" X 0'-0" GM-4 STA N D0-4 8" X 48" STA SOUTH TOLL MILE 40.5 SIGN 706 4'-0" X 4'-6" STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING MATCH LINE STA " YELLOW CONST. S.R (PPRT) CABLE BARRIER MATCH LINE STA MILE TOLL NORTH SKIP D0-4 (0'-30') WITH W/R RPMS AT 40' SPACING 8" X 48" STA P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S- p //06 :9:35 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-06.dgn

13 N RETAINING WALL RETAINING WALL SIGNS 704 & 705 4'-0" X 7'-0" 4'-0" X '-6" GM-5 STA BEGIN BRIDGE-FFBW SKIP STA (0'-30') WITH W/R RPMS AT 40' SPACING STA END BRIDGE-FFBW MATCH LINE STA CONST. S.R. 49 6" YELLOW (PPRT) MATCH LINE STA ONLY EMERGENCY STOPPING R8-7 48" X 36" STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING RETAINING WALL RETAINING WALL P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-3 p //06 :9:44 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-07.dgn

14 N BEGIN SB S.R. 49 STA = CONST. S.R. 49 STA (0.00' LT) = NB S.R. 49 STA. 465+OO.00 (0.00' LT) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING STA DMS STRUCTURE SHOWN FOR REFERENCE ONLY. SEE I.T.S. S. O FFICIAL USE O NLY R3-4 36" X 36" FTP " X 8" STA STA AH STA BK = POT STA SB S.R. 49 EQUATION: MATCH LINE STA CONST. S.R. 49 SB S.R " YELLOW (PPRT) NB S.R. 49 MATCH LINE STA O FFICIAL USE O NLY R3-4 36" X 36" FTP " X 8" STA STA DMS STRUCTURE SHOWN FOR REFERENCE ONLY. SEE I.T.S. S. SKIP (0'-30') WITH W/R RPMS AT 40' SPACING STA AH STA BK = POT STA NB S.R. 49 EQUATION: P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-4 p //06 :9:5 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-08.dgn

15 N SKIP (0'-30') WITH W/R RPMS AT 40' SPACING MATCH LINE STA " YELLOW (PPRT) PC STA SB S.R NB S.R MATCH LINE STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING HIGHW AY PATROL DIAL FHP (347) FLORIDA FTP ' X 4' STA P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-5 p //06 :30:0 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-09.dgn

16 DW FGT EEMENT SOUTH TOLL D0-4 8" X 48" STA MILE 4 75' EXIST. FGT EEMENT STA ' DUKE ENERGY BEGIN SB BRIDGE-FFBW TRANSMISSION EEMENT SB S.R. 49 STA FGT EEMENT STA END SB BRIDGE-FFBW STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 0 0 N " YELLOW (PPRT) MATCH LINE STA END NB BRIDGE-FFBW STA " YELLOW (PPRT) SB S.R. 49 NB S.R. 49 D " X 48" MILE STA TOLL NORTH NB S.R. 49 STA FGT EEMENT STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 75' EXIST. FGT EEMENT MATCH LINE STA BEGIN NB BRIDGE-FFBW STA ' DUKE ENERGY TRANSMISSION EEMENT P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-6 p //06 :30: AM c:\pw_workg\flstate\p008958\dms00370\plansp05-0.dgn

17 3 3 EXIT 39 TO Tavares NEXT RIGHT SIGN 0 9'-6" X 9'-0" EXIT PANEL 7'-6" X '-6" GM-6 STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 0 0 N MATCH LINE STA SB S.R. 49 6" YELLOW (PPRT) 6" YELLOW (PPRT) MATCH LINE STA NB S.R. 49 SKIP (0'-30') WITH W/R RPMS AT 40' SPACING SIGN 03 7'-6" X 7'-0" GM-7 STA P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-7 p //06 :30: AM c:\pw_workg\flstate\p008958\dms00370\plansp05-.dgn

18 Mt Plym outh Rd EA EA EA EXIT 39 EXIT SIGN PANEL7'-6"X '-6" SIGN 04 6'-0"X 4'-6" OC- STA NORTH M ount Dora Leesburg ¾ MILES 0 0 N 50 END 6"WHITE ('-4' SKIP) BEGIN 6"WHITE (THERMO) 6"WHITE ('-4' SKIP) (THERMO) NB S.R. 49 6" YELLOW (PPRT) MATCH LINE STA " YELLOW (PPRT) SB S.R. 49 SKIP (0'-30') WITH W/R RPMS AT 40' SPACING MATCH LINE STA EXIST C.R. 435 SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 6"WHITE (THERMO) GM-8 SIGN 05 0'-0" X '-0" STA P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-8 p //06 :30:30 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-.dgn

19 8" WHITE (THERMO) WITH W/R RPMS AT 30' SPACING SEE S-6 MATCH LINE STA " WHITE (THERMO) +8 4' 8" WHITE 45 AND 30' SPACING END 6" WHITE ('-4' SKIP) BEGIN 6" WHITE (THERMO) 6" WHITE ('-4' SKIP) (THERMO) R/W LINE ' EXISTING R/W LINE TO REMAIN N SKIP (0'-30') WITH W/R RPMS AT 40' SPACING ' 6" WHITE (THERMO) LOGO CFX AUTHORITY LOGO L- SEE S B EA END 6" WHITE (THERMO) BEGIN 6" WHITE ('-4' SKIP) (THERMO), STA LT STA RT FUTURE C.R. 435 EXIST C.R. 435 EXISTING TO REMAIN 6" DOUBLE YELLOW (THERMO) CR 435 WITH Y/Y RPMS AT 40' SPACING JCT TOLL ' BEGIN 8" WHITE CFX LOGO NORTH TOLL SB S.R. 49 STA = EXIST C.R. 435 STA BEGIN SB BRIDGE-FFBW MATCH LINE STA STA END NB BRIDGE-FFBW STA NB S.R. 49 STA = EXIST C.R. 435 STA AUTHORITY LOGO L- SEE S B EA BEGIN NB BRIDGE-FFBW STA END SB BRIDGE-FFBW STA SB S.R Mt Plym outh Rd 6" YELLOW (PPRT) GM-9 SIGN 05 0'-0" X '-0" STA NB S.R. 49 6" YELLOW (PPRT) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING EXIST. SPECIAL WILDLIFE FENCE MATCH LINE STA MATCH EXISTING PAVEMENT MARKING, STA P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-9 p //06 0:8: AM c:\pw_workg\flstate\p008958\dms00370\plansp05-3.dgn

20 D0-4 8" X 48" STA N SOUTH TOLL MILE SB S.R " YELLOW (PPRT) MATCH LINE STA " YELLOW (PPRT) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING NB S.R. 49 END FULL WIDTH SB CONST. STA SB S.R. 49 BEGIN MILLING & RESURFACING MATCH LINE STA MILE D0-4 TOLL NORTH 8" X 48" STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING EXIST. SPECIAL WILDLIFE FENCE P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-0 p //06 :30:5 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-4.dgn

21 N SKIP (0'-30') WITH W/R RPMS AT 40' SPACING MATCH LINE STA " YELLOW (PPRT) SB S.R. 49 6" YELLOW (PPRT) MATCH LINE STA NB S.R. 49 SKIP (0'-30') WITH W/R RPMS AT 40' SPACING EXIST. SPECIAL WILDLIFE FENCE P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S- p //06 :3:0 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-5.dgn

22 N BEGIN DRIVE SAFELY SIGN 4'-0" X 5'-6" STA " CONTRT BLACK/WHITE (PPRT) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 6" WHITE (THERMO) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 6" WHITE (THERMO) MATCH LINE STA " YELLOW (PPRT) STA END PPRT PAVEMENT MARKINGS BEGIN THERMO PAVEMENT MARKINGS " YELLOW (PPRT) 6" YELLOW (THERMO) SB S.R. 49 6" YELLOW (THERMO) NB S.R MATCH LINE STA PT STA SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 9" CONTRT BLACK/WHITE (PPRT) 6" WHITE (THERMO) 6" WHITE (THERMO) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING SIGN 4'-0" X 5'-6" STA DRIVE SAFELY END EXIST. SPECIAL WILDLIFE FENCE P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S- p //06 :3:0 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-6.dgn

23 N EXIST. SPECIAL WILDLIFE FENCE Y Y SPEED LIMIT 35 SPEED LIMIT 70 R- 48" X 60" STA END SB S.R. 49 STA = NB S.R. 49 STA (0.00' LT) = CONST. S.R. 49 STA (0.00' LT) 6" WHITE (THERMO) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 6" WHITE (THERMO) MATCH LINE STA PT STA SB S.R PT STA " YELLOW (THERMO) NB S.R. 49 CONST. S.R. 49 MATCH LINE STA " WHITE (THERMO) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 6" WHITE (THERMO) LIMIT 45 SPEED END PROJECT BEGIN PROJECT FPID BEGIN MILLING & RESURFACING NB EXIST. SPECIAL WILDLIFE FENCE STA NB S.R. 49 P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-3 p //06 :3:8 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-7.dgn

24 N END CONSTRUCTION EXIST. SPECIAL WILDLIFE FENCE END MILLING & RESURFACING SB 6" WHITE (THERMO) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING MATCH EXISTING WHITE EDGELINE, STA STA " WHITE (THERMO) SPEED LIMIT MATCH LINE STA " YELLOW (THERMO) CONST. S.R. 49 MATCH EXISTING 6" YELLOW EDGELINE, STA " YELLOW (THERMO) MATCH LINE STA " WHITE (THERMO) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING 6" WHITE (THERMO) END SHLDR CONST. END MILLING & RESURFACING NB END PAVEMENT MARKING MATCH EXISTING PAVEMENT MARKINGS STA EXIST. SPECIAL WILDLIFE FENCE P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) ROAD PROJECT SR PAVEMENT MARKINGS S-4 CERTIFICATE OF AUTHORIZATION 838 p //06 :3:6 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-8.dgn

25 END PAVEMENT MARKING MATCH EXISTING PAVEMENT MARKINGS, STA / LEFT LANE ENDS SPEED LIMIT 45 Y N MATCH LINE STA REMOVE PAVEMENT MESSAGE REMOVE DIRECTIONAL ARROW " WHITE (THERMO) SKIP (0'-30') WITH W/R RPMS AT 40' SPACING Y MATCH LINE STA LIMIT 55 SPEED R- 36"X 48" SPEED LIMIT N SPEED LIMIT 55 SPEED LIMIT MATCH LINE STA EXISTING TO REMAIN END SIGNING STA P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) ROAD PROJECT SR PAVEMENT MARKINGS S-5 CERTIFICATE OF AUTHORIZATION 838 p //06 :3:35 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-9.dgn

26 INSET "A" N " WHITE (THERMO) WITH W/R RPMS AT 30' SPACING EXISTING TO REMAIN MATCH LINE STA , BELOW RIGH T NORTH TO LL 49 END 6" WHITE ('-4' SKIP) (THERMO), +7 LT & 7' RT 6" WHITE (THERMO) MATCH EXISTING PAVEMENT MARKING, STA " DOUBLE YELLOW (THERMO) WITH Y/Y RPMS AT 40' SPACING POT STA. POT STA JCT TO LL 49 EXISTING TO REMAIN SOUTH LAKE 435 COUNTY 35 M P H NORTH TO LL 49 6" DOUBLE YELLOW (THERMO) WITH Y/Y RPMS AT 40' SPACING 6" WHITE (THERMO) BEGIN 6" WHITE 45 AND 30' SPACING MATCH LINE STA SEE S-9 8" WHITE (THERMO) 5' 4.5' +/ " WHITE 45 AND 30' SPACING 8" WHITE (THERMO) WITH W/R RPMS AT 30' SPACING 49 TO LL NORTH PI STA = 0 0' 9" (RT) STOP COUNTY 435 LAKE EXISTING NORTH TO REMAIN END 6" WHITE (THERMO) BEGIN 6" WHITE ('-4' SKIP) (THERMO), STA LT STA RT PT STA CR 435 END RPMS STA ' END 8" WHITE (THERMO) BEGIN 6" WHITE (THERMO) 6" WHITE ('-4' SKIP) (THERMO) 4' 5' +/- 6" WHITE (THERMO) 4' MATCH LINE STA SEE INSET "A" ABOVE SOUTH NORTH TOLL NORTH LAKE 435 COUNTY LAKE 435 COUNTY FOOT PAVED SHOULDER FROM STA RT TO STA RT. 5 FOOT +/- PAVED SHOULDER FROM STA LT TO STA LT. 35 LIMIT SPEED SPEED LIMIT JCT LAKE 435 COUNTY P.E. LICENSE SIGNING AND 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR PAVEMENT MARKINGS S-6 p //06 :3:45 AM c:\pw_workg\flstate\p008958\dms00370\plansp05-0.dgn

27 Sign 0 Sign 0 Quantity Quantity Width Height 9'-6" 5'-0" Width Height 9'-6" 9'-0" " BORDER 4" RADIUS 7'-6" Border Width " Border Radii 8" Border Inset 0" Background Color GREEN Legend/Border Color WHITE Sheetg DG3 Arrow Size (Angle) Station/Structure SB, 43+00, GM- Apopka KEEP LEFT Border Width " Border Radii " Border Inset 0" Background Color GREEN Legend/Border Color WHITE Sheetg DG3 Arrow Size (Angle) Station/Structure , GM EXIT TO Tavares NEXT RIGHT Copy Spacg Length Size/Series Copy Spacg Length Size/Series 6.6 A p o p k a CV5W E X I T /0 CV4W 8.9 K E E P L E F T CV4W 7.7 T.3 O CV4W 5.3 T a v a r e s CV5W.4 N E X T R I G H T CV4W Sign 03 Quantity Width 7'-6" Height 7'-0" Border Width " Border Radii " Border Inset 0" Background Color GREEN Legend/Border Color WHITE Sheetg DG3 Arrow Size (Angle) Station/Structure 485+0, GM Sign 04 Quantity Width 6'-0" Height 4'-6" Border Width " Border Radii " Border Inset 0" Background Color GREEN Legend/Border Color WHITE Sheetg DG3 Arrow Size (Angle) Station/Structure , OC- NORTH M ount Dora Leesburg MILES 0 ¾ 7'-6" SEE DETAIL ON 0 0 EXIT S " BORDER 4" RADIUS CV4W NUMERALS IN FRACTION Copy Spacg Length Size/Series Copy Spacg Length Size/Series CV5W.0 E X I T /0 CV4W CV5W 34.8 N O R T H / CV4W 7.5 M o u n t D o r a CV5W 36.6 L e e s b u r g CV5W / M I L E S /0 CV4W NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS. P.E. LICENSE e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR GUIDE SIGN WORK S-7 p //06 :3:49 AM c:\pw_workg\flstate\p008958\dms00370\gswksp0.dgn

28 Sign Quantity Width Height 4'-0" 5'-6" 4.0 Sign Quantity Width Height 4'-0" 5'-6" Border Width 0.75" BEGIN 7.0 Border Width 0.75" Border Radii Border Inset Background Color 3" 0.5" White Border Radii Border Inset Background Color 3" 0.5" White Legend/Border Color Black 34.0 Legend/Border Color Black Sheetg Arrow Size (Angle) DG3 Sheetg Arrow Size (Angle) DG3 Station/Structure.5 SB, Station/Structure NB, AUTHORITY LOGO L-4. SEE DETAIL ON S-30. DRIVE SAFELY 5.0 AUTHORITY LOGO L-4. SEE DETAIL ON S END DRIVE SAFELY Copy Spacg Length Size/Series Copy Spacg Length Size/Series.4 B E G 5. I N D 5.7 E N 6.7 D D D R I V 5. E S A F E L Y C 4 D R I 5. V E S A F E L Y C Sign 706 Sign 05 Quantity 4 Quantity Width 4'-0" Width 0'-0" Height 4'-6" Height '-0" Border Width " Border Width " Border Radii 6" Border Inset 0.5" Background Color WHITE Legend/Border Color BLACK Sheetg DG3 Arrow Size (Angle) Station/Structure NB, Station/Structure SB, Border Radii 3" Border Inset 0" Background Color GREEN Legend/Border Color WHITE Sheetg DG3 Arrow Size (Angle) Station/Structure 49+40, GM-8 Station/Structure , GM-9 Mt Plym outh Rd SPACING BETWEEN LETTERS H BEEN INCREED BY 0%. Copy Spacg Length Size/Series Copy Spacg Length Size/Series D O EM 7.7 M 3.6 t P l y m o u t h R d CV5W.8 N O T EM 8.9 S T 30.3 O P EM NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS. P.E. LICENSE e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR GUIDE SIGN WORK S-8 p //06 :3:54 AM c:\pw_workg\flstate\p008958\dms00370\gswksp0.dgn

29 Sign 703 Quantity Width 8'-0" Height 0'-0" Border Width " Border Radii " Border Inset Background Color White Legend/Border Color Black/Black Sheetg DG3 Arrow Size (Angle) Station/Structure 44+00, GM-3 Station/Structure , GM LOGO EP-7 { NUMERALS { PERIODS { PERIODS { NUMERALS NOTES:. NUMERAL SPACING TO BE ADJUSTED SUCH THAT PERIODS AND COLUMNS OF NUMERALS LINE UP VERTICALLY.. EACH COLUMN OF TOLL RATES TO BE CENTERED UNDER METHOD OF PAYMENT. 3. BED ON NOTES AND, SPACE BETWEEN "AXLE" AND TOLL RATES IS SUBJECT TO CHANGE. ALSO APPLIES TO SIDE MARGINS ADJACENT TO TOLL RATES. 4. CENTERLINES ARE FOR INFORMATIONAL PURPOSES ONLY. Copy Spacg Length Size/Series 43. T O L 36.3 L 5 S C H E D U L E " E T O L L B Y " C 73.8 P L A 5.5 T E " C 0 C A R S A X L E " C A X L E " C 0 4 A X L E " C A X L E O R M O R E " C Sign 704 Sign 705 Quantity Width 4'-0" Quantity Width 4'-0" Height 7'-0" Border Width.5" Border Radii 0.5" Border Inset 0.5" Background Color White Legend/Border Color Black Sheetg DG3 Arrow Size (Angle) LOGO EP Height Border Width Border Radii Border Inset Background Color Legend/Border Color Sheetg Arrow Size (Angle) '-6".5" 4" 0.5" Yellow Black/Black DG Station/Structure Station/Structure , GM , GM-5 SEE SIGN 705 Station/Structure Station/Structure , GM , GM-5 NOTES:. SPACING BETWEEN LETTERS IN SERIES EM H BEEN INCREED BY 0%. SPACE BETWEEN LETTERS H BEEN INCREED BY 0% Copy Spacg Length Size/Series Copy Spacg Length Size/Series.6 T O L L C O L L E C T I O N EM N O C A S H EM T R A N S P O N D E R E T O L L B Y A L L.9 O T H E R S D / 8 E P L A T E D AET SIGN DETAILS NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS. P.E. LICENSE e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR GUIDE SIGN WORK S-9 p //06 :3:59 AM c:\pw_workg\flstate\p008958\dms00370\gswksp03.dgn.dgn

30 48" BLACK LETTERS WITH YELLOW BACKGROUND FOR USE WITH SIGN NOS. AND. R=3" " 4".6". TOLL.. 8" E R=3" 9.0" 9.5" ORANGE 40" " BLACK PURPLE ". 60" BLACK 5" D 0.75" WHITE 34". BLACK. PURPLE AUTHORITY LOGO L-4 QUANTITY REQ'D BLACK BORDER. 4"R Y SEE NOTE 6. WHITE.. ORANGE WHITE INSET LOGO NOTES. CONTRACTOR TO BE GIVEN A COMPUTER DISK OF EACH AUTHORITY LOGO FOR USE IN SIGN FABRICATION UPON REQUEST. NOTES:. COLORS INDICATED ON 48"X60" SHIELD ARE APPLICABLE TO ALL SIZES.. SHIELD TO BE FABRICATED WITH 3M COMPANY DIAMOND GRADE CUBED (DG3) REFLECTIVE ING OR AUTHORITY APPROVAL EQUAL.. LOGOS SHALL BE 3M COMPANY DIAMOND GRADE CUBED (DG3) REFLECTIVE ING OR AUTHORITY APPROVED EQUAL. COLORS: BLACK WHITE PURPLE, 3M COMPANY DG3 ING MATCHING 3M 70-3 VIOLET EC FILM OR AUTHORITY APPROVED EQUAL ORANGE, 3M COMPANY EC FILM 74 OR AUTHORITY APPROVED EQUAL 3. LOGO L-4 SHALL NOT HAVE A BORDER. 3. SHOP DRAWINGS ARE REQUIRED. 4. COLORS: BLACK WHITE GREEN ORANGE, 3M COMPANY EC FILM SERIES 74 OR AUTHORITY APPROVED EQUAL. IF A COLOR AND/OR ING OTHER THAN THOSE NOTED SPECIFICALLY 3M COMPANY PRODUCTS ARE TO BE USED, CONTRACTOR SHALL PROVIDE A 4" x 4" SAMPLE IN ALL COLORS. NO FABRICATION SHALL COMMENCE UNTIL THE SAMPLE H BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM THE AUTHORITY. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 5. FABRICATOR SHALL APPLY THE TOP LAYER, 3M COMPANY EC FILM 70 CLEAR ON THE AUTHORITY DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A 3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION REQUIREMENTS. CONTACT 3M AT LOGO L-4 SHALL ONLY BE USED ON BEGIN/END SYSTEM SIGNS. 5. SHOP DRAWINGS ARE REQUIRED. 6. IF COLORS AND/OR ING OTHER THAN THOSE NOTED SPECIFICALLY 3M COMPANY ARE TO BE USED, CONTRACTOR SHALL PROVIDE 4" x 4" SAMPLES OF EACH IN EACH APPLICABLE COLOR. NO FABRICATION SHALL COMMENCE UNTIL THE SAMPLES HAVE BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM THE AUTHORITY. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 7. FABRICATOR SHALL APPLY THE TOP LAYER, 3M COMPANY EC FILM 70 CLEAR ON THE AUTHORITY DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A 3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION REQUIREMENTS. CONTACT 3M COMPANY FABRICATOR SHALL USE STANDARD HORIZONTAL SPACING FOR NUMERALS WITHIN A ROUTE SHIELD WHEN POSSIBLE. FABRICATOR SHALL OPTICALLY ADJUST NUMERAL SPACING NEEDED TO PREVENT OVERLAP ONTO THE STATE OUTLINE OR SHIELD BORDER. P.E. LICENSE TOLL ROUTE SHIELD (TM) & 0 e PINE STREET, SUITE 900, ORLANDO, FL 380 PHONE: (407) / FAX: (407) CERTIFICATE OF AUTHORIZATION 838 ROAD PROJECT SR AUTHORITY LOGO L-4 S-30 p //06 :3:03 AM c:\pw_workg\flstate\p008958\dms00370\spdtsp0.dgn