TABULATION OF QUANTITIES

Transcription

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2 TABULATION OF QUANTITIES PAY ITEM UNIT NUMBERS S-8 S-9 S-0 S- S- S-3 S-4 S-5 S-6 S-7 TOTAL THIS GRAND TOTAL REF. PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL BARRICADE,TYPE III (F&I) (6 FEET) SINGLE POST SIGN, F&I GROUND MOUNT,UP TO SF AS SINGLE POST SIGN, F&I GROUND MOUNT,-0 SF AS SINGLE POST SIGN, F&I GROUND MOUNT,-30 SF AS SINGLE POST SIGN, RELOCATE AS SINGLE POST SIGN, F&I CUSTOM, 3+ SF AS MULTI- POST SIGN, F&I GROUND MOUNT, -30 SF AS MULTI- POST SIGN, F&I GROUND MOUNT, 5-00 SF AS MULTI- POST SIGN, F&I GROUND MOUNT, 0-00 SF AS SIGN PANEL,F&I OVERHD MOUNT, 3- SF SIGN PANEL,F&I OVERHD MOUNT, 5-00 SF SIGN PANEL,F&I OVERHD MOUNT, 5-00 SF W/LIGHTING DELINTORS, FLEXIBLE TUBULAR WHITE/ RED YELLOW/ RED YELLOW/ YELLOW 7--4 PLASTIC,STD, WHITE,SOLID, 8" LF PLASTIC,STD, YELLOW,SOLID, 8" LF 7-5-,STD, OPEN GRADED ASPH., WHITE,SOLID, 6" NM 7-5-,STD-OPEN GRADED ASPH., WHITE,SOLID, 8" LF 7-5-,STD, OPEN GRADED ASPH., YELLOW,SOLID, 6" NM PREFORMED TAPE, HP, WHITE, SOLID, 8" (PPRT) LF PREFORMED TAPE, HP, WHITE, SOLID, 8" (PPRT) LF PREFORMED TAPE,HP,WHITE,SKIP,",(3-),(PPRT) LF PREFORMED TAPE, HP, YELLOW, SOLID, 6" (PPRT) NM SIGN PANEL,F&I OVERHD MOUNT, 0-00 SF W/LIGHTING SIGN PANEL,F&I OVERHD MOUNT, SF W/LIGHTING OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,-30 FT A OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,4- FT OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,5-00 FT RETRO-REFLECTIVE PAVEMENT MARKERS PLASTIC,STD, WHITE,SOLID, 4" PLASTIC,STD, WHITE,MESSAGE MERGE PLASTIC,STD, WHITE,ARROWS TURN ARROWS MERGE ARROWS WRONG WAY,STD-OPEN GRADED ASPH., YELLOW, SKIP, 6", PREFORMED TAPE, HP, YELLOW, SOLID, 8" (PPRT) PREFORMED TAPE, HP, YELLOW, SOLID, 8" (PPRT) PREFORMED TAPE, HP, " ALT B/W SKIP (3-3-9) (PPRT) LF PREFORMED TAPE, HP,B/W CONTRAST,SOLID,9"(PPRT) PREFORMED TAPE,HP,B/W CONTRAST,SKIP,9"(0-30)(PPRT) LF GM LF LF NM GM NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE SIGNED AND SLED UNDER RULE 6G5, F.A.C. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT TABULATION OF QUANTITIES S- USER: schn087 3/9/05 8:57:7 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\TABQSP0.dgn

3 TABULATION OF QUANTITIES PAY ITEM UNIT NUMBERS S-8 S-9 S-0 S- S- S-3 S-4 S-5 S-6 S-7 TOTAL THIS GRAND TOTAL REF. PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL BARRICADE,TYPE III (F&I) (6 FEET) SINGLE POST SIGN, F&I GROUND MOUNT,UP TO SF AS SINGLE POST SIGN, F&I GROUND MOUNT,-0 SF AS SINGLE POST SIGN, F&I GROUND MOUNT,-30 SF AS SINGLE POST SIGN, RELOCATE AS SINGLE POST SIGN, F&I CUSTOM, 3+ SF AS MULTI- POST SIGN, F&I GROUND MOUNT, -30 SF AS MULTI- POST SIGN, F&I GROUND MOUNT, 5-00 SF AS MULTI- POST SIGN, F&I GROUND MOUNT, 0-00 SF AS SIGN PANEL,F&I OVERHD MOUNT, 3- SF SIGN PANEL,F&I OVERHD MOUNT, 5-00 SF SIGN PANEL,F&I OVERHD MOUNT, 5-00 SF W/LIGHTING SIGN PANEL,F&I OVERHD MOUNT, 0-00 SF W/LIGHTING SIGN PANEL,F&I OVERHD MOUNT, SF W/LIGHTING OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,-30 FT A OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,4- FT OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,5-00 FT DELINTORS, FLEXIBLE TUBULAR RETRO-REFLECTIVE PAVEMENT MARKERS WHITE/ RED YELLOW/ RED YELLOW/ YELLOW 7--4 PLASTIC,STD, WHITE,SOLID, 8" LF PLASTIC,STD, YELLOW,SOLID, 8" LF 7-5-,STD, OPEN GRADED ASPH., WHITE,SOLID, 6" NM 7-5-,STD-OPEN GRADED ASPH., WHITE,SOLID, 8" LF 7-5-,STD, OPEN GRADED ASPH., YELLOW,SOLID, 6" NM PLASTIC,STD, WHITE,SOLID, 4" PLASTIC,STD, WHITE,MESSAGE MERGE PLASTIC,STD, WHITE,ARROWS TURN ARROWS MERGE ARROWS WRONG WAY,STD-OPEN GRADED ASPH., YELLOW, SKIP, 6", PREFORMED TAPE, HP, WHITE, SOLID, 8" (PPRT) LF PREFORMED TAPE, HP, WHITE, SOLID, 8" (PPRT) LF PREFORMED TAPE,HP,WHITE,SKIP,",(3-),(PPRT) LF PREFORMED TAPE, HP, YELLOW, SOLID, 6" (PPRT) NM PREFORMED TAPE, HP, YELLOW, SOLID, 8" (PPRT) LF PREFORMED TAPE, HP, YELLOW, SOLID, 8" (PPRT) LF PREFORMED TAPE, HP, " ALT B/W SKIP (3-3-9) (PPRT) LF PREFORMED TAPE, HP,B/W CONTRAST,SOLID,9"(PPRT) PREFORMED TAPE,HP,B/W CONTRAST,SKIP,9"(0-30)(PPRT) LF GM NM GM NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE SIGNED AND SLED UNDER RULE 6G5, F.A.C. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT TABULATION OF QUANTITIES S-3 USER: schn087 3/9/05 8:57:7 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\TABQSP0.dgn

4 TABULATION OF QUANTITIES PAY ITEM UNIT S-8 NUMBERS S-9 S-30 S-3 S-3 S-33 S-34 S-35 TOTAL THIS GRAND TOTAL REF. PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL BARRICADE,TYPE III (F&I) (6 FEET) SINGLE POST SIGN, F&I GROUND MOUNT,UP TO SF AS SINGLE POST SIGN, F&I GROUND MOUNT,-0 SF AS SINGLE POST SIGN, F&I GROUND MOUNT,-30 SF AS SINGLE POST SIGN, RELOCATE AS SINGLE POST SIGN, F&I CUSTOM, 3+ SF AS MULTI- POST SIGN, F&I GROUND MOUNT, -30 SF AS MULTI- POST SIGN, F&I GROUND MOUNT, 5-00 SF AS MULTI- POST SIGN, F&I GROUND MOUNT, 0-00 SF AS SIGN PANEL,F&I OVERHD MOUNT, 3- SF SIGN PANEL,F&I OVERHD MOUNT, 5-00 SF SIGN PANEL,F&I OVERHD MOUNT, 5-00 SF W/LIGHTING SIGN PANEL,F&I OVERHD MOUNT, 0-00 SF W/LIGHTING SIGN PANEL,F&I OVERHD MOUNT, SF W/LIGHTING OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,-30 FT A OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,4- FT OVERHD STATIC SIGN STRUCTURE,F&I,CANTILEVER,5-00 FT DELINTORS, FLEXIBLE TUBULAR RETRO-REFLECTIVE PAVEMENT MARKERS WHITE/ RED YELLOW/ RED YELLOW/ YELLOW 7--4 PLASTIC,STD, WHITE,SOLID, 8" LF PLASTIC,STD, YELLOW,SOLID, 8" LF 7-5-,STD, OPEN GRADED ASPH., WHITE,SOLID, 6" NM 7-5-,STD-OPEN GRADED ASPH., WHITE,SOLID, 8" LF 7-5-,STD, OPEN GRADED ASPH., YELLOW,SOLID, 6" NM PREFORMED TAPE, HP, WHITE, SOLID, 8" (PPRT) LF PREFORMED TAPE, HP, WHITE, SOLID, 8" (PPRT) LF PREFORMED TAPE,HP,WHITE,SKIP,",(3-),(PPRT) LF PREFORMED TAPE, HP, YELLOW, SOLID, 6" (PPRT) NM PREFORMED TAPE, HP, YELLOW, SOLID, 8" (PPRT) PLASTIC,STD, WHITE,SOLID, 4" PLASTIC,STD, WHITE,MESSAGE MERGE PLASTIC,STD, WHITE,ARROWS TURN ARROWS MERGE ARROWS WRONG WAY,STD-OPEN GRADED ASPH., YELLOW, SKIP, 6", PREFORMED TAPE, HP, YELLOW, SOLID, 8" (PPRT) PREFORMED TAPE, HP, " ALT B/W SKIP (3-3-9) (PPRT) LF PREFORMED TAPE, HP,B/W CONTRAST,SOLID,9"(PPRT) PREFORMED TAPE,HP,B/W CONTRAST,SKIP,9"(0-30)(PPRT) LF GM LF LF NM GM NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE SIGNED AND SLED UNDER RULE 6G5, F.A.C. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT TABULATION OF QUANTITIES S-4 USER: schn087 3/9/05 8:57:8 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\TABQSP0.dgn

5 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. 3. NOT USED 4. ALL EXISTING SIGNS ARE TO REMAIN VISIBLE UNTIL SUCH TIME AS THE PROPOSED SIGN ASSEMBLY INSTALLATION IS COMPLETED. 5. EXCEPT WHERE NOTED, CODE NUMBER AND SIGN LISTED ARE STANDARD AS SHOWN IN MUTCD 009 AND STANDARD HIGHWAY SIGNS MANUAL, FHWA, 004 WITH THE 0 SUPPLEMENT. 6. THE CONTRACTOR SHALL ESTABLISH, STAKE AND PAINT SIGN LOCATIONS WITH THE USE OF A 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 A REGISTERED LAND SURVEYOR. NO ADDITIONAL PAYMENT WILL BE ALLOWED. 9. PRIOR TO ERECTION OF ANY OVERHD SIGN STRUCTURES, THE AS-BUILT LOCATION OF THE ANCHOR BOLTS SHALL BE SURVEYED A REGISTERED LAND SURVEYOR AND SUBMITTED IN A WRITTEN REPORT TO THE CEI FOR APPROVAL. COST TO BE CONSIDERED INCIDENTAL TO THE UNIT PRICE OF THE SIGN ASSEMBLY. 0. 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. NO ADDITIONAL PAYMENT WILL BE PERMITTED.. STEEL AND ALUMINUM POST SIZES ARE SHOWN IN THE PLANS 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.. ALL SUPPORT COLUMNS FOR OVERHD SIGN STRUCTURES, SHALL BE PAINTED WHEN PROJECT RCHES SUBSTANTIAL COMPLETION. PAINTING SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION AND PLAN DETAIL(S). PAYMENT FOR PAINTING PROPOSED PRIGHTS SHALL BE CONSIDERED INCIDENTAL TO STRUCTURE INSTALLATION. SEE SPECIAL PROVISIONS. 3. 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 PLANS DETAIL (S) SHALL BE THOROUGHLY CLNED AND FREE OF DEBRIS BEFORE PRIMER AND FINISHED COAT(S) ARE APPLIED. 7. SIGN ASSEMBLY LOCATIONS SHOWN ON PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, PUBLIC SIDEWALK CURB RAMPS, ETC. MAY BE ADJUSTED SLIGHTLY AS DIRECTED THE CEI. THE ENGINEER OF RECORD MUST APPROVE EXTREME LOCATION CHANGES. IN ALL CASES ROADWAY SAFETY SHALL NOT BE COMPROMISED AND ADA REQUIREMENTS FOR UNOBSTRUCTED PEDESTRIAN PATHS SHALL BE SATISFIED. 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 PLANS. 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 THE CONTRACTOR AT HIS EXPENSE. ALL REPAIRS SHALL MEET THE SATISFACTION OF THE ENGINEER OF RECORD. 5. NOT USED 9. THE CEI SHALL APPROVE COMMON POST MOUNTING OF REGULATORY SIGN PANELS PRIOR TO ASSEMBLY INSTALLATION. NO SIGNS SHALL BE MOUNTED BACK TO BACK WITH STOP OR YIELD SIGNS. 0. CARE SHALL BE TAKEN THAT OVERHD PANELS ARE POSITIONED OVER THE LANE(S) TO WHICH THEY APPLY AND AS SHOWN IN THE PLANS. THE CEI SHALL APPROVE THE LOCATIONS ALONG THE TRUSS PRIOR TO INSTALLATION. 6. NOT USED 7. ALL OVERHD SIGNS SHALL BE LIGHTED. SIGN LUMINAIRES SHALL BE AS NOTED IN THE LIGHTING PLANS ON THE GENERAL NOTES AND LEGEND.. MILEPOST MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VERTICAL CLRANCE 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 REMOVAL LOCATIONS WITHIN 4 HOURS. PAYMENT IS TO BE INCLUDED WITH SIGN REMOVAL. FINAL WORK ITEMS MAY ONLY BE DEFERRED AT THE DIRECTION OF THE CEI. 8. TOP MOUNTED LUMINARIES SHALL NOT BE ALLOWED ON THE MAINLINE OR RAMPS WITHIN THE 'S JURISDICTION. 9. THE CONTRACTOR SHALL PROVIDE WIRING AND PULL BOXES (AS NECESSARY) TO ALL FUTURE SIGN PANEL POSITIONS AND CAP OFF IN THE CONNECTOR BOX. 30. NOT USED 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK, WHEN NECESSARY, TO MEET ALL EROSION CONTROL CRITERIA AS REQUIRED IN THE SPECIFICATIONS. AN EROSION CONTROL PLAN 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 UNIT COST OF THE SIGN ASSEMBLY. 4. ALL MISCELLANEOUS WORK NECESSARY IN THE SHOULDER AR TO CONSTRUCT AND/OR REMOVE SIGNS (I.E. GRADING, SODDING, CLRING AND GRUBBING, GUARDRAIL RE-SETTING OR FENCE RE-SETTING) IS CONSIDERED INCIDENTAL, AND IS TO BE INCLUDED IN THE COST OF THE SIGN ASSEMBLY. ALL DISTURBED ARS SHALL BE SODDED. THE CONTRACTOR SHALL HAUL ALL EXCESS EXCAVATION AND WASTE MATERIALS OFF-SITE. REMOVAL OF THESE MATERIALS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE SIGN ASSEMBLY. 3. THE SIGN LIGHTING LUMINARIES SHALL BE "NIGHT AIMED" TO ASSURE 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. 3. SIGN LIGHTING LUMINARIES MAY REQUIRE SHIELDING TO PREVENT GLARE INTO NEIGHBORING RESIDENTIAL PROPERTIES. WHEN INCLUDED IN PLANS THE CEI SHALL FIELD VERIFY AND DOCUMENT NEED FOR SHIELDING PRIOR TO INSTALLATION. THE CEI SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD FOR RESOLUTION. COST OF SHIELDING SHALL BE CONSIDERED INCIDENTAL TO THE SIGN ASSEMBLY OR NEW SIGN LUMINAIRE INSTALLATION AS APPROPRIATE. 33. THE CONTRACTOR SHALL ENERGIZE OVERHD SIGN LUMINAIRES WITHIN 4 HOURS OF INSTALLATION. 5. EXISTING SIGNS TO BE REMOVED SHALL BE MSURED AND PAID FOR THE POST ASSEMBLY REGARDLESS OF THE NUMBER OF EXISTING PANELS ATTACHED. 6. EXISTING SIGN PANELS AND/OR SIGN ASSEMBLIES TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF AT HIS EXPENSE EXCEPT WHERE SPECIFIED IN THE PLANS OR SPECIAL PROVISIONS. ALL SIGN ASSEMBLIES SCHEDULED FOR REMOVAL SHALL BE TAKEN OFF THE PROJECT SITE THE CONTRACTOR WITHIN 48 HOURS OF REMOVAL. 7. THE CONTRACTOR SHALL VERIFY FIELD ELEVATIONS FOR VERTICAL SUPPORTS FOR ALL SIGNS PRIOR TO FABRICATION. 8. SIGN ITEMS ABC: DESIGN WIND LOADS TO BE USED IN THE DESIGN SHALL BE BASED ON BASIC WIND SPEED OF 30 MPH. 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) INCRSE THE PROPOSED SIGN PANEL DEPTH 0% FOR DESIGN WITH THE FUTURE PANEL (S) ASSUMED 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. B) SPAN TYPE STRUCTURES SHALL MEET THE CRITERIA A.) ABOVE OR THE FDOT STRUCTURES MANUAL CRITERIA FOR URBAN ARS, WHICHEVER GOVERNS. 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING ROADWAY LIGHTING CONDUIT PRIOR TO INSTALLATION OF ROADWAY SIGNAGE. 35. A SEPARATE GROUNDING ELECTRODE AND PULL BOX IS REQUIRED PER UPRIGHT OF CH NEW CANTILEVER. TWO SEPARATE GROUNDING ELECTRODES AND PULL BOXES ARE REQUIRED PER UPRIGHT ON CH NEW SPAN TRUSS STRUCTURE. PAYMENT SHALL BE INCIDENTAL TO COST OF STRUCTURE. INSTALLATION SHALL BE IN ACCORDANCE WITH FDOT INDEX 75 WITH A MINIMUM REQUIRED LENGTH OF 0 LINR FEET AND A MSURED RESISTANCE OF 5 OHMS OR LESS. ALL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. 36. FOR LOCATIONS THAT REQUIRE A GROUNDING ELECTRODE ARRAY (AS DETERMINED THE CEI), A SEPARATE PULL BOX SHALL BE INSTALLED FOR CH ELECTRODE WITHIN THE ARRAY AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE SIGN ASSEMBLY M SCOTCH BRAND VERY HIGH BOND (VHB) ACRYLIC FOAM TAPE NUMBER 49 OR THE 'S APPROVED EQUAL IN COMBINATION WITH MECHANICAL FASTENERS SHALL BE USED TO ATTACH PANELS TO WIND BMS, BRACKETS AND SPLICE PLATES ON ALL SINGLE AND MULTI-POST SIGN ASSEMBLIES. 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. C) CANTILEVER ARM LENGTHS AND UPRIGHT HEIGHTS WERE DETERMINED BASED 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 OVERHD SIGN STRUCTURES. E) CANTILEVER ARM LENGTHS WERE DETERMINED BASED ON THE INITIAL SIGN CONFIGURATION. THE 0% INCRSED SIGN PANEL ARS 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. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT GENERAL NOTES S-5 USER: schn087 /8/05 :4:6 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\gnntsp0.dgn

6 38. MECHANICAL FASTENERS USED TO ATTACH SIGN PANELS TO WIND BMS, BRACKETS AND SPLICE PLATES FOR ALL OVERHD AND GROUND MOUNTED PANELS SHALL BE COUNTERSUNK SCREWS. 39. 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. 40. NOT USED 56. A DECAL SHALL BE PROVIDED ON BACK OF ALL NEW PANELS REGARDLESS OF MOUNTING TYPE (OVERHD, SINGLE OR MULTI-POST). LETTERS SHALL BE BLACK AND LARGE ENOUGH TO BE CLRLY LEGIBLE. THE DECAL SHALL CONTAIN THE FOLLOWING INFORMATION: CFX/PROJECT NUMBER FABRICATOR'S INITIALS/ OF FABRICATION ING MANUFACTURER/NAME OF ING OF INSTALLATION 4. NOT USED 4. NOT USED 43. NOT USED 57. THE SIGN PANEL FABRICATOR SHALL PROVIDE A COLOR PHOTOGRAPH OF THE ASSEMBLED PANEL FOR ALL MULTI-POST AND OVERHD MOUNTED SIGNS. PHOTOGRAPHS SHALL BE SUBMITTED TO THE CEI. THE CEI SHALL FORWARD A COPY OF THE PICTURES TO THE EOR AND THE 'S REPRESENTATIVE. THE CEI, EOR AND THE '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 RSONABLY DETERMINE IF THE PANEL HAS 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. 44. NOT USED 45. UTILITY LOCATIONS SHOWN IN THE PLANS ARE APPROXIMATE. SEE UTILITY ADJUSTMENT PLANS. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE CONSTRUCTION ARS 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. 46. THE 'S FIBER OPTIC TONE WIRE, CONDUIT, AND LOCATE TAPE WITHIN FIVE (5) FEET OF MULTI-POST AND OVERHD SIGN STRUCTURES SHALL BE MANUALLY LOCATED VIA SOFT DIG EXCAVATION PRIOR TO THE CONSTRUCTION OF PROPOSED SIGN STRUCTURES. 47. VEGETATION SHALL BE REMOVED OR CUT BACK AS DIRECTED THE CEI TO PROVIDE ADEQUATE SIGHT DISTANCE FOR ALL OVERHD AND GROUND MOUNTED SIGNS. VEGETATION REMOVAL AND TRIMMING SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE OF THE SIGN ASSEMBLY. 58. IF SIGN ING, COLORS OR ADHESIVE TAPE MATERIALS ARE PROPOSED FOR USE OTHER THAN THE 3M PRODUCTS SPECIFIED IN THE GENERAL NOTES OR PLAN DETAILS, A 4" X 4" (ING) OR 4" X " (TAPE) SAMPLE OF CH IN ALL APPLICABLE COLORS SHALL BE SUBMITTED TO THE 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. 59. NOT USED 60. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILLING OUT THE COLUMN ENTITLED "AS-BUILT STATION" IN THE TABLE ON THE DETAIL FOR SPECIAL DESIGN MILE POSTS. 6. NOT USED 48. NOT USED 6. ALL RELOCATED SIGN ASSEMBLIES SHALL MEET CURRENT FDOT DESIGN STANDARDS. NEW POSTS, FOUNDATIONS, HARDWARE, ETC. MAY BE REQUIRED. 49. NOT USED. AT LOCATIONS WITHIN PLANNED LANDSCAPING ARS ( OTHERS), THE CONTRACTOR SHALL COMPLETE ALL WORK (I.E. GRADING, CLN-UP, ETC.) IMMEDIATELY UPON INSTALLATION OF SIGN ASSEMBLY SUCH THAT LANDSCAPING FTURES MAY BE INSTALLED. FINAL WORK ITEMS MAY ONLY BE DEFERRED AT THE DIRECTION OF THE CEI. 5. ALL NEW SIGN PANELS REGARDLESS OF MOUNTING (OVERHD, 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 COLLECTION POINT SIGN PANELS REGARDLESS OF LOCATION, MOUNTING TYPE (OVERHD, SINGLE OR MULTI-POST) OR LIGHTING SHALL BE FABRICATED USING 3M DIAMOND GRADE CUBED (DG3) ING OR THE 'S APPROVED EQUAL. WARNING SIGNS FOR LANE DROP (W4-), LANE ENDS (W9-, W9-), REDUCE SPEED AHD (W3-5), CURVES AND PEDESTRIAN CROSSINGS SHALL BE 3M FLUORESCENT DG3 ING OR THE 'S APPROVED EQUAL. SCHOOL CROSSING SIGNS (S-) AND SUPPLEMENTAL PLAQUES SHALL BE FABRICATED USING 3M DG3 FLUORESCENT YELLOW-GREEN ING OR THE '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 ASSEMBLIES SHALL MATCH THE ASSOCIATED SHIELD. 54. NOT USED 55. NOT USED 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT GENERAL NOTES S-6 USER: schn087 /8/05 :4:6 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\gnntsp0.dgn

7 PAVEMENT MARKING GENERAL NOTES. STOP BARS, CROSSWALKS, STANDARD PAVEMENT MESSAGES AND STANDARD DIRECTIONAL ARROWS SHALL BE PLASTIC (). ALL OTHER STRIPING WITHIN THE 'S JURISDICTION SHALL BE 3M COMPANY SERIES 380IES OR THE 'S APPROVED EQUAL ON ASPHALT AND CONCRETE PAVEMENT, UNLESS OTHERWISE NOTED IN PLANS. THE OPTION LANE ARROW SHALL BE PREFORMED PLASTIC, PPRT, OR STANDARD PLASTIC AS APPROVED THE. PAY ITEM NOTES. NOT USED. ALL PAVEMENT MARKINGS ON KELLY PARK RD. AND PLYMOUTH SORRENTO RD. SHALL BE PLASTIC ().. NOT USED 3. ALL MAINLINE AND RAMP SKIP LINES (0'-30') SHALL BE PREFORMED PATTERNED RETRO-REFLECTIVE CONTRAST TAPE (PPRT) CONSISTING OF A TAPE BORDERED ON BOTH SIDES (LONGITUDINALLY) WITH A " MATTE BLACK CONTRASTING TAPE, FOR A TOTAL WIDTH OF 9". 3. NOT USED 4. WHITE EDGE LINES SHALL BE PREFORMED PATTERNED RETRO-REFLECTIVE CONTRAST TAPE (PPRT) CONSISTING OF A TAPE BORDERED ON BOTH SIDES (LONGITUDINALLY) WITH A " MATTE BLACK CONTRASTING TAPE, FOR A TOTAL WIDTH OF 9". 4. NOT USED 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 PLANS. ALL RPMS INSTALLED ALONG THE 'S MAINLINE AND ALONG RAMPS WITHIN THE 'S JURISDICTION SHALL BE 3M COMPANY SERIES 90 RPMS OR THE 'S APPROVED EQUAL. 5. NOT USED ABCA: INDICATES CANTILEVERS THAT EXCEED FEET IN LENGTH. 6. REFLECTIVE PAVEMENT MARKER ADHESIVE FOR USE ON ASPHALT AND CONCRETE PAVEMENT SHALL BE BITUMINOUS MATERIAL UNLESS NOTED OTHERWISE IN THE SPECIAL PROVISIONS AA-BCD: PREFORMED TAPE SHALL BE 3M COMPANY 380IES OR APPROVED EQUAL. SEE GENERAL NOTES. 7. NOT USED 8. ANY EXISTING PAVEMENT MARKINGS, RPM'S OR DELINTORS 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 THE CONTRACTOR AT HIS EXPENSE. LIMIT OF REPLACEMENT IF REQUIRED SHALL BE DETERMINED THE CEI ABC: SIGN UPRIGHT PAINTING SHALL BE CONSIDERED INCIDENTAL TO COST OF PROPOSED STRUCTURE. 9. NOT USED 9. ROADSIDE MOUNTED FLEXIBLE TUBULAR DELINTORS SHALL BE "SAFE-HIT CORPORATION, TYPE GUIDE POST (48" WITH FLATTENED TOP)" OR THE 'S APPROVED EQUAL. 0. NOT USED 0. NOT USED. PAVEMENT MARKINGS (I.E., EDGE LINES, CHANNELIZATION STRIPING, ETC.) SHALL NOT EXTEND THROUGH CROSSWALK ARS.. ALL REMOVABLE PAVEMENT MARKING SHALL BE 3M COMPANY WET REFLECTIVE REMOVABLE TAPE, SERIES 780 OR THE 'S APPROVED EQUAL.. NOT USED. 7-A-BCD : FOR LOCATIONS THAT REQUIRE PLASTIC PAVEMENT MARKINGS, PAINT SHALL BE USED FOR THE INITIAL APPLICATION TO ALLOW FOR A 30 DAY CURE TIME. INSTALLATION OF THE FINAL PLASTIC STRIPING SHALL BE AS DIRECTED THE 'S DIRECTOR OF CONSTRUCTION AND THE CEI. COST OF THE INITIAL PAINT APPLICATION SHALL BE INCLUDED IN THE PLASTIC PAY ITEM : NEW POSTS, HARDWARE, ETC., IF NEEDED, SHALL BE INCLUDED IN COST OF ASSEMBLY RELOCATION. 3. 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 : COST SHALL INCLUDE ROAD CLOSED SIGN (R-) INSTALLED PER PLANS. 4. NOT USED 5. IF DELINTORS, RPMS OR PAVEMENT MARKING MATERIALS ARE PROPOSED FOR USE OTHER THAN THE PRODUCTS SPECIFIED IN THE GENERAL NOTES OR PLAN DETAILS, A SAMPLE OF CH IN ALL APPLICABLE COLORS SHALL BE SUBMITTED TO THE 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. 6. PROPOSED " WHITE/BLACK ALTERNATING 3'-3'-9' 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 AS NEEDED. 7. NOT USED 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT GENERAL NOTES AND PAY ITEM NOTES S-7 USER: schn087 /8/05 :4:7 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\gnntsp03.dgn

8 END PROJECT SECTION 49-0 BEGIN PROJECT SECTION N BEGIN SIGNING AND MARKING MATCH EXIST. PAVT. MARKINGS 0 0 CONST. SR 49 (WEKIVA PKWY) Feet STA L.A. R/W LINE BEGIN SB SR 49 PC STA = CONST. SR 49 (WEKIVA PKWY) STA , 3' LT. 9" CONTRAST BLACK/WHITE (PPRT) (0'-30') (PPRT) SKIP W/ W-R 6" YELLOW (PPRT) CONST. SR 49 (WEKIVA PKWY) NB SR 49 SB SR MATCH LINE STA " YELLOW (PPRT) BEGIN NB SR 49 STA = CONST. SR 49 (WEKIVA PKWY) STA , 3' RT. (0'-30') (PPRT) SKIP W/ W-R 9" CONTRAST BLACK/WHITE (PPRT) L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN () S-8 USER: schn087 /8/05 :4:9 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp0.dgn

9 L.A. R/W LINE N DMS SB STA DMS STRUCTURE SHOWN FOR REFERENCE ONLY SEE I.T.S. PLANS 9" CONTRAST BLACK/WHITE (PPRT) (0'-30') (PPRT) SKIP W/ W-R 0 0 Feet 6" YELLOW (PPRT) MATCH LINE STA CONST. SR 49 (WEKIVA PKWY) SB SR 49 NB SR 49 MATCH LINE STA " YELLOW (PPRT) (0'-30') (PPRT) SKIP W/ W-R DMS NB 9" CONTRAST BLACK/WHITE (PPRT) L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN () S-9 USER: schn087 /8/05 :4: AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp0.dgn

10 L.A. R/W LINE N 0 0 9" CONTRAST BLACK/WHITE (PPRT) Feet (0'-30') (PPRT) SKIP W/ W-R 6" YELLOW (PPRT) MATCH LINE STA SB SR 49 RETAINING WALL RETAINING WALL CONST. SR 49 (WEKIVA PKWY) NB SR 49 BEGIN BRIDGE SB STA RETAINING WALL MATCH LINE STA " YELLOW (PPRT) BEGIN BRIDGE NB STA (0'-30') (PPRT) SKIP W/ W-R 9" CONTRAST BLACK/WHITE (PPRT) END BRIDGE NB STA L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (3) S-0 USER: schn087 /8/05 :4: AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp03.dgn

11 N 9" CONTRAST BLACK/WHITE (PPRT) (0'-30') (PPRT) SKIP W/ W-R 0 0 Feet 6" YELLOW (PPRT) RETAINING WALL SB SR 49 MATCH LINE STA END BRIDGE SB STA NB SR 49 CONST. SR 49 (WEKIVA PKWY) MATCH LINE STA " YELLOW (PPRT) (0'-30') (PPRT) SKIP W/ W-R 9" CONTRAST BLACK/WHITE (PPRT) L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (4) S- USER: schn087 /8/05 :4:4 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp04.dgn

12 NORTH MILE 36.5 TOLL 49 SOUTH TOLL 49 MILE 36.5 D0-5a (8"X48") SEE SPECIAL DESIGN MILEPOST STA " CONTRAST BLACK/WHITE (PPRT) (0'-30') (PPRT) SKIP W/ W-R N 0 0 Feet 6" YELLOW (PPRT) SB SR 49 MATCH LINE STA CONST. SR 49 (WEKIVA PKWY) NB SR MATCH LINE STA " YELLOW (PPRT) D0-5a (8"X48") SEE SPECIAL DESIGN MILEPOST STA (0'-30') (PPRT) SKIP W/ W-R 9" CONTRAST BLACK/WHITE (PPRT) L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (5) S- USER: schn087 /8/05 :4:6 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp05.dgn

13 Kelly Park Rd L.A. R/W LINE N 0 0 9" CONTRAST BLACK/WHITE (PPRT) Feet (0'-30') (PPRT) SKIP W/ W-R 6" YELLOW (PPRT) MATCH LINE STA SB SR 49 CONST. SR 49 (WEKIVA PKWY) NB SR MATCH LINE STA " YELLOW (PPRT) (0'-30') (PPRT) SKIP W/ W-R 9" CONTRAST BLACK/WHITE (PPRT) MILE OC A SIGN SIGN STA S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (6) S-3 USER: schn087 /8/05 :4:8 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp06.dgn

14 DIAL FHP N 0 0 9" CONTRAST BLACK/WHITE (PPRT) FTP (48"X48") STA HIGHW AY PATROL (347) Feet (0'-30') (PPRT) SKIP W/ W-R " YELLOW (PPRT) MATCH LINE STA CONST. SR 49 (WEKIVA PKWY) SB SR NB SR MATCH LINE STA " YELLOW (PPRT) (0'-30') (PPRT) SKIP W/ W-R 9" CONTRAST BLACK/WHITE (PPRT) SPEED LIMIT 55 W3-5 (48"X48") STA AS 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (7) S-4 USER: schn087 /8/05 :4:30 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp07.dgn

15 9" CONTRAST BLACK/WHITE (PPRT) (0'-30') (PPRT) SKIP W/ W-R L.A. R/W LINE R8-7 (48"X36") STA EMERGENCY STOPPING ONLY N 0 0 6" YELLOW (PPRT) Feet MATCH LINE STA CONST. SR 49 (WEKIVA PKWY) NB SR SB SR MATCH LINE STA " YELLOW (PPRT) (0'-30') (PPRT) SKIP W/ W-R NEXT RIGHT Plym outh Sorrento Rd TO GM- SIGN 3 STA " CONTRAST BLACK/WHITE (PPRT) 55 LIMIT SPEED R- (48"X60") STA AS L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (8) S-5 USER: schn087 /8/05 :4:3 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp08.dgn

16 N 0 0 Feet SOUTH TOLL 49 MILE 37 D0-4a (8"X48") SEE SPECIAL DESIGN MILEPOST STA " CONTRAST BLACK/WHITE (PPRT) (0'-30') (PPRT) SKIP W/ W-R SPEED LIMIT 70 R- (48"X60") STA " YELLOW (PPRT) SB SR MATCH LINE STA CONST. SR 49 (WEKIVA PKWY) NB SR 49 (0'-30') (PPRT) SKIP W/ W-R MATCH LINE STA " YELLOW (PPRT) 37 MILE 49 TOLL NORTH D0-4a (8"X48") SEE SPECIAL DESIGN MILEPOST STA FEET 0 ENDS LANE LEFT W9-L (48"X48") STA W6-P 9" CONTRAST BLACK/WHITE (PPRT) OC A SIGN SIGN 4 (30"X4") STA STA ½ MILE Kelly Park Rd W4-L (48"X48") AS AS L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (9) S-6 USER: schn087 /8/05 :4:33 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp09.dgn

17 N 0 0 L.A. R/W LINE Feet 9" CONTRAST BLACK/WHITE (PPRT) (0'-30') (PPRT) SKIP W/ W-R 6" YELLOW (PPRT) MATCH LINE STA "CONTRAST BLACK/WHITE (PPRT) W/ W-R CONST. SR 49 (WEKIVA PKWY) NB SR 49 SB SR 49 6" YELLOW (PPRT) MATCH LINE STA PER INDEX 7346 PLASTIC (TYP.) GM-9 SIGN 3 STA " CONTRAST BLACK/WHITE (PPRT) L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (0) S-7 USER: schn087 /8/05 :4:35 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp0.dgn

18 4' N 0 0 L.A. R/W LINE Feet SOUTH TOLL 49 GM- SIGN 5 (54"X6") STA " CONTRAST BLACK/WHITE (PPRT) (0'-30') (PPRT) SKIP W/ W-R 6" YELLOW (PPRT) END SB SR 49 STA = STA , (0.00' LT) CONST. SR 49 (WEKIVA PKWY) WHITE DELINTORS (40' SPACING) FROM 8+5 TO 86+ (PPRT) W/ W-R BEGIN RPMs STA. 8+5 " WHITE (3'-) (PPRT) SKIP W/ W-R RPMs (5' C-C) MATCH LINE STA SB SR BEGIN TAPER STA: NB SR CONST. SR 49 (WEKIVA PKWY) MATCH LINE STA " YELLOW (PPRT) 9" CONTRAST BLACK/WHITE (PPRT) PER INDEX 7346 PLASTIC (TYP.) 8" YELLOW (PPRT) (40' C-C) 8" YELLOW (PPRT) W/ Y-R BEGIN TAPER STA: " WHITE (PPRT) (40' C-C) WHITE DELINTORS (40' SPACING) FROM 8+94 TO " WHITE (PPRT) W/ W-R BEGIN RPMs STA L.A. R/W LINE END NB SR 49 PT STA = STA , (0.00' RT) CONST. SR 49 (WEKIVA PKWY) 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN () S-8 USER: schn087 /8/05 :4:37 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp.dgn

19 5' SOUTH TOLL 49 MILE NORTH MILE 37.5 TOLL ' " BLACK/WHITE (PPRT) ALTERNATING (3'-3'-9') SKIP W/ W-R RPMs (5' C-C) TO 87+9 N 0 0 L.A. R/W LINE Feet WHITE DELINTORS (40' SPACING) FROM 8+5 TO 86+ (PPRT) W/ W-R (0'-30') (PPRT) SKIP W/ W-R 6" YELLOW (PPRT) END BRIDGE STA " WHITE (3'-) (PPRT) SKIP W/ W-R RPMs (5' C-C) WHITE DELINTORS (300' SPACING) FROM 86+ TO 95+ D0-5a (8"X48") SEE SPECIAL DESIGN MILEPOST STA MATCH LINE STA " WHITE (3'-) (PPRT) SKIP W/ W-R RPMs (5' C-C) " WHITE (PPRT) (40' C-C) CONST. SR 49 (WEKIVA PKWY) END TAPER STA: 89+ MATCH LINE STA " YELLOW (PPRT) (40' C-C) 8" YELLOW (PPRT) W/ Y-R WHITE DELINTORS (40' SPACING) FROM 8+94 TO " WHITE (PPRT) W/ W-R BEGIN BRIDGE STA W3-5 (48"X48") STA AS 45 WHITE DELINTORS (300' SPACING) FROM TO 95+9 LIMIT SPEED D0-5a (8"X48") SEE SPECIAL DESIGN MILEPOST STA L.A. R/W LINE 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN () S-9 USER: schn087 /8/05 :4:38 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp.dgn

20 5' +4 N 0 0 L.A. R/W LINE Feet W4-R (48"X48") (0'-30') (PPRT) SKIP W/ W-R (PPRT) W/ W-R " WHITE (3'-) (PPRT) SKIP W/ W-R RPMs (5' C-C) WHITE DELINTORS (300' SPACING) FROM 86+ TO 95+ BEGIN RAMP A PC STA , 68.00' LT = CONST. SR 49 (WEKIVA PKWY) STA " YELLOW (PPRT) WHITE DELINTORS (40' SPACING) FROM 95+ TO RAMP A 95 8" WHITE (PPRT) W/ W-R RPMs (0' C-C) (PPRT) W/ W-R 8" WHITE (PPRT) (0' C-C) 96 ROAD CLOSED BARRICADE TYPE III R- (48"X30") STA STA " YELLOW (PPRT) W/ Y-R 5' 98 MATCH LINE STA " WHITE (PPRT) (40' C-C) 8" WHITE (PPRT) W/ W-R RPMS (40' C-C) +86 CONST. SR 49 (WEKIVA PKWY) 8" WHITE (PPRT) W/ W-R RPMs (0' C-C) ' 5' END SIGNING AND MARKING 96 END 8" YELLOW BEGIN 6" YELLOW +88 9" CONTRAST BLACK/WHITE (PPRT) WALL WALL CONST. SR 49 (WEKIVA PKWY) STA TEMP BARRIER TEMP BARRIER MATCH LINE STA " YELLOW (PPRT) W/ Y-R END TAPER STA: 9+4 (PPRT) W/ W-R WHITE DELINTORS (300' SPACING) FROM TO " YELLOW (PPRT) (40' C-C) BEGIN RAMP B PC STA , 68.00' RT = CONST. SR 49 (WEKIVA PKWY) STA R- (48"X60") STA AS 45 LIMIT SPEED Kelly Park Rd WHITE DELINTORS (40' SPACING) FROM 95+9 TO OC SIGN SIGN STA RAMP B BARRICADE TYPE III R- (48"X30") STA ROAD CLOSED 5' 6" YELLOW (PPRT) W/ Y-R S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (3) S-0 USER: schn087 /8/05 :4:4 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp3.dgn

21 N L.A. R/W LINE WHITE DELINTORS (300' SPACING) FROM TO Feet (PPRT) W/ W-R 300 5' RAMP A ' SEE RAMP A PLAN (5) 6" YELLOW (PPRT) W/ Y-R MATCH LINE STA MATCH LINE STA RAMP B 98 5' 99 (PPRT) W/ W-R 6" YELLOW (PPRT) W/ Y-R WHITE DELINTORS (300' SPACING) FROM TO ' MATCH LINE STA SEE RAMP B PLAN (7) 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SR 49 PLAN (4) S- USER: schn087 /8/05 :4:4 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp4.dgn

22 5' N 0 0 Feet L.A. R/W LINE MATCH LINE STA SEE SR 49 PLAN (4) WHITE DELINTORS (300' SPACING) FROM TO RAMP A "YELLOW (PPRT) W/ Y-R 9"CONTRAST BLACK/WHITE (PPRT) W/ W-R 305 5' 306 MATCH LINE STA S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT RAMP A PLAN (5) S- USER: schn087 /8/05 :4:44 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp.dgn

23 N 0 0 Feet MATCH LINE STA ' L.A. R/W LINE RAMP A (PPRT) W/ W-R RPMs (40'C-C) WHITE DELINTORS (300' SPACING) FROM TO " YELLOW (PPRT) W/ Y-R 5' MATCH LINE STA SEE KELLY PARK RD PLAN SH EET (0) 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT RAMP A PLAN (6) S-3 USER: schn087 /8/05 :4:46 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp.dgn

24 MATCH LINE STA SEE SR 49 PLAN (4) 30 N 0 0 Feet 5' 30 (PPRT)W/ W-R 6" YELLOW (PPRT) W/ Y-R RAMP B WHITE DELINTORS (300' SPACING) FROM TO L.A. R/W LINE GM-3 SIGN 8 STA Plym outh Sorrento Rd KEEP RIGHT TO 5' MATCH LINE STA S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT RAMP B PLAN (7) S-4 USER: schn087 /8/05 :4:47 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp3.dgn

25 ' M4-5X (36"X8") FTP-8-06 (36"X37 3/4") M6-R N MATCH LINE STA " YELLOW (PPRT) W/ Y-R Feet 5' R5-a L.A. R/W LINE WHITE DELINTORS (300' SPACING) FROM TO WRONG WAY (4"X30") STA AS MATCH LINE STA SEE KELLY PARK RD PLAN SH EET () 3 RAMP B GM-4 SIGN 9 STA W EST ST Kelly Park Rd To Sorrento (PPRT) W/ W-R WRONG WAY ARROW PER INDEX 7345 (0'-30') (PPRT) SKIP W/ W-R BEGIN STA (PPRT) W/ W-R 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT RAMP B PLAN (8) STA (30"X") S-5 USER: schn087 /8/05 :4:49 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp4.dgn

26 JCT MATCH LINE STA N 0 0 Feet BEGIN SIGNING AND MARKING STA MATCH EXIST. PAVT. MARKINGS 6" DOUBLE YELLOW W/ Y-Y R/W LINE KELLY PARK RD R/W LINE M-XX (36"X8") M3-3X (36"X8") TM (36"X48") LOGO L- (30"X6") STA TOLL SOUTH 6" DOUBLE YELLOW W/ Y-Y S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT KELLY PARK RD PLAN (9) S-6 USER: schn087 /8/05 :4:5 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp3.dgn

27 49 SOUTH LIMIT SOUTH 49 SOUTH TOLL NO PEDESTRIANS OR BICYCLES SOUTH TOLL N Feet 8" WHITE (PPRT) 5' 5' 5' DETAIL 6" DOUBLE YELLOW W/ Y-Y 8" WHITE (PPRT) 4' 5' 8" WHITE (PPRT) R- (4"X30") STA SPEED 55 ROAD CLOSED BARRICADE TYPE III R- (48"X30") STA BL RAMP D KELLY PARK RD. STA = RAMP D STA END RAMP A STA = KELLY PARK RD STA RAMP D M3-3X (36"X8") TM (36"X48") M6-L (30"X") STA R/W LINE MATCH LINE STA " YELLOW (40' 45 ) M3-3X (36"X8") TM (36"X48") M5-R (30"X") STA TOLL KELLY PARK RD KELLY PARK RD (FUTURE) R/W LINE OC SIGN 70A SIGN STA Tam pa Orlando M3-3X (36"X8") TM (36"X48") M6-R (30"X") STA WHITE DELINTORS (40' SPACING) FROM TO BEGIN RAMP D STA = END BEGIN PPRT R5-0b (30"X8") STA STA AS KELLY PARK RD (FUTURE) STA R- (48"X48") STA R/W LINE YIELD ' RAMP A 6" YELLOW (PPRT) MATCHLINE STA SEE RAMP APLAN (6) +38 5' +38 SEE DETAIL R6' END PPRT BEGIN W/ W-R RPMs (0' C-C) 6" DOUBLE YELLOW W/ Y-Y MATCH LINE STA (PPRT) W/ W-R W/ Y-R 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT KELLY PARK RD PLAN (0) S-7 USER: schn087 /8/05 :4:54 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp3.dgn

28 MATCH LINE STA MATCH LINE STA OC- SIGN 70A SIGN 5 SR 49 (WEKIVA PKWY) STA N Feet PER INDEX 7346 PLASTIC (TYP.) SURVEY KELLY PARK ROAD 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD ROAD PROJECT SOUTH CLOSED BARRICADE TYPE III R- (48"X30") STA BL RAMP B Orlando Tam pa NEXT LEFT ROAD CLOSED BARRICADE TYPE III R- (48"X30") NR STA BL RAMP C W/ W-R RPMs (0' C-C) 6" DOUBLE YELLOW W/ Y-Y 8" WHITE W/ W-R BEGIN STA END STA " WHITE (40' C-C) END BRIDGE STA BEGIN BRIDGE STA PC STA " DOUBLE YELLOW W/ Y-Y RPMs (0' C-C) BEGIN STA BEGIN RAMP C STA = KELLY PARK RD STA " YELLOW (0' C-C) +78 RAMP B- MATCHLINE STA SEE RAMP C PLAN (4) +8 BEGIN 40' SPACING RAMP C 6" DOUBLE YELLOW W/ Y-Y 8" YELLOW (40' 45 ) KELLY PARK RD (FUTURE) KELLY PARK RD PLAN () USER: schn087 /8/05 :4:57 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp33.dgn L.A. R/W LINE S-8

29 JCT SOUTH TOLL 49 PER INDEX 7346 PLASTIC (TYP.) M-XX (36"X8") M3-3X 0 0 N L.A. R/W LINE BEGIN 0' C-C END 40' C-C 8" YELLOW (0' C-C) 6" DOUBLE YELLOW W/ Y-Y RPMs (0' C-C) KELLY PARK RD END RAMP B STA = KELLY PARK RD STA " YELLOW (0' C-C) 6" DOUBLE YELLOW W/ Y-Y RPMs (0' C-C) 6" YELLOW W/ Y-Y 6" YELLOW (0'-30') SKIP W/ Y-Y (36"X8") TM (36"X48") LOGO L- (30"X6") STA Feet R- (4"X30") STA LIMIT SPEED MATCH LINE STA " YELLOW (40' 45 ) " DOUBLE YELLOW W/ Y-Y +58 END BEGIN PPRT 9+77 ONE WAY +5 ENTER DO NOT R6-L (36"X") R5- (48"X48") R6-R (36"X") STA ONE WAY R 75' +60 (PPRT) W/ W-R RPMs (0' C-C) BEGIN STA RAMP B R 75' 6" YELLOW (PPRT) W/ Y-R R 6' ' END PPRT BEGIN " WHITE (PPRT) W/ W-R RPMs (40' C-C) WHITE DELINTORS (300' SPACING) FROM TO WHITE DELINTORS (40' SPACING) FROM TO 9+76 M4-5X (36"X8") FTP-8-06 (36"X37 3/4") M6-R (30"X") STA TO ORANGE 437 COUNTY KELLY PARK RD (FUTURE) STOP R- (48"X48") ONE WAY STA ENTER DO NOT ONE WAY R6-L (36"X") R5- (48"X48") R6-R (36"X") STA R/W LINE MATCH LINE STA MATCHLINE STA SEE RAMP B PLAN (8) (0'-30') (PPRT) SKIP W/ W-R END STA S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT KELLY PARK RD PLAN () S-9 USER: schn087 /8/05 :4:00 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp34.dgn

30 N 0 0 Feet PER INDEX 7346 PLASTIC (TYP.) R/W LINE 6" YELLOW W/ Y-Y MATCH LINE STA KELLY PARK RD (FUTURE) 6" YELLOW (0'-30') SKIP W/ Y-Y 6" YELLOW W/ Y-Y KELLY PARK RD 6" YELLOW (0'-30') SKIP W/ Y-Y MATCH LINE STA COUNTY 437 ORANGE JCT M- (I) (30"X") FTP-8-06 (36"X37 3/4") STA R/W LINE NEXT LEFT To Sorrento GM-8 SIGN 9 STA F.S FINE $6.00 RED LIGHT RUNNING TO BE RELOCATED TO STA S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT KELLY PARK RD PLAN (3) S-30 USER: schn087 /8/05 :4:0 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp35.dgn

31 +8 SPEED LIMIT MATCHLINE STA SEE (7) PLYMOUTH SORRENTO RD W/ W-R RPMs (0' C-C) 6" DOUBLE YELLOW W/ Y-Y MATCH LINE STA RELOCATED FROM STA PER INDEX 7346 PLASTIC (TYP.) 6" YELLOW (0'-30') SKIP W/ Y-Y 6" YELLOW W/ Y-Y 8" YELLOW (0' C-C) 6" YELLOW (0'-30') SKIP W/ Y-Y 6" YELLOW W/ Y-Y COUNTY 437 ORANGE M3- M5-L (I) NORTH M3-3 (36"X8") (36"X8") M5-R (I) (30"X") (30"X") COUNTY FTP-8-06 FTP-8-06 ORANGE SOUTH (36"X37 3/4") (36"X37 3/4") STA STA "DOUBLE YELLOW W/ Y-YRPMs (0' C-C) TO REMAIN +06 TO BE RELOCATED TO STA KELLY PARK RD STA = PLYMOUTH SORRENTO RD STA END KELLY PARK RD (FUTURE) STA = PLYMOUTH SORRENTO RD STA R/W LINE COUNTY 437 ORANGE M3- M4-5X (36"X8") M3-3X (36"X8") NORTH TM (36"X48") M6-R (30"X") STA COUNTY 437 M TOLL SOUTH KELLY PARK RD R/W LINE 6" DOUBLE YELLOW W/ Y-Y W/ W-R RPMs (0' C-C) KELLY PARK RD (FUTURE) R/W LINE (36"X8") (36"X8") FTP-8-06 FTP-8-06 STA STA TO ORANGE M6-R (I) SOUTH (36"X37 3/4") (36"X37 3/4") M6-L (I) (30"X") (30"X") R/W LINE R/W LINE SPEED LIMIT 55 TO REMAIN 4" WHITE (TYP.) R/W LINE NORTH STA STA ORANGE 437 COUNTY SOUTH TO SOUTH TOLL 49 M3- M3-3 (36"X8") (36"X8") FTP-8-06 FTP-8-06 (36"X37 3/4") (36"X37 3/4") M6-R (I) M4-5X (36"X8") M3-3X (36"X8") TM N 0 0 Feet (36"X48") M6-L (30"X") " DOUBLE YELLOW W/ Y-Y W/ W-R RPMs (0' C-C) ORANGE STA M6-L (I) (30"X") (30"X") R/W LINE COUNTY W/ W-R RPMs (0' C-C) 6" DOUBLE YELLOW W/ Y-Y MATCH LINE STA TO BE RELOCATED TO STA LIMIT SPEED +53 MATCHLINE STA SEE (6) 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT KELLY PARK RD PLAN (4) S-3 USER: schn087 /8/05 :4:04 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp36.dgn

32 +0 M3- M3-3 N MATCH LINE STA LIMIT SPEED W/ W-R RPMs (0' C-C) PER INDEX 7346 PLASTIC (TYP.) FTP-8-06 FTP-8-06 (36"X37 3/4") (36"X37 3/4") NORTH KELLY PARK RD (36"X8") (36"X8") M5-R (I) STA. +0 STA ORANGE 437 COUNTY SOUTH M5-L (I) (30"X") (30"X") ORANGE 437 COUNTY TO BE RELOCATED TO STA RED LIGHT RUNNING $6.00 FINE F.S TO BE RELOCATED TO STA " YELLOW (40' C-C) RELOCATED FROM STA "DOUBLE YELLOW W/ Y-Y R/W LINE R/W LINE RED LIGHT RUNNING $6.00 FINE F.S MATCH LINE STA Feet TO BE RELOCATED TO STA JCT ORANGE 437 COUNTY M- (I) (30"X") FTP-8-06 (36"X37 3/4") STA MATCH LINE STA R/W LINE " YELLOW (40' C-C) R/W LINE KELLY PARK RD 6" DOUBLE YELLOW W/ Y-Y END SIGNING AND MARKING STA MATCH EXIST. PAVT. MARKINGS 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT KELLY PARK RD PLAN (5) S-3 USER: schn087 /8/05 :4:07 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp37.dgn

33 N 0 0 Feet TO REMAIN SPEED LIMIT LIMIT SPEED TO REMAIN 6" DOUBLE YELLOW W/ Y-Y 8" YELLOW (40' C-C) M4-5X (36"X8") M3-3X (36"X8") TM (36"X48") M5-L TOLL +95 SOUTH TO PLYMOUTH SORRENTO RD R/W LINE PER INDEX 7346 PLASTIC (TYP.) R/W LINE W/ W-R RPMs (0' C-C) MATCH LINE STA SEE SH EET (4) (30"X") BEGIN SIGNING AND MARKING STA MATCH EXIST. PAVT. MARKINGS STA S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT PLYMOUTH SORRENTO RD (6) S-33 USER: schn087 /8/05 :4:0 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp38.dgn

34 M4-5X MATCH LINE STA SEE SH EET (33) RELOCATED FROM STA W/ W-R RPMs (0 C-C) R/W LINE W/ W-R RPMs (0 C-C) + (36"X8") M3-3X (36"X8") TM (36"X48") M5-R (30"X") STA TO SOUTH TOLL 49 TO BE RELOCATED TO STA TO BE RELOCATED RED LIGHT RUNNING $6.00 FINE F.S TO STA RELOCATED FROM STA " DOUBLE YELLOW PLYMOUTH SORRENTO RD W/ Y-Y RPMs (40 C-C) R/W LINE PER INDEX 7346 PLASTIC (TYP.) +35 RED LIGHT RUNNING $6.00 FINE F.S " YELLOW (40' C-C) MATCH LINE STA N 0 0 Feet END SIGNING AND MARKING 6" DOUBLE YELLOW W/ Y-Y RPMs (40 C-C) R/W LINE SPEED LIMIT 45 TO BE RELOCATED TO STA STA MATCH EXIST. PAVT. MARKINGS MATCH LINE STA " YELLOW (40' C-C) R/W LINE 6" DOUBLE YELLOW W/ Y-Y RPMs (40 C-C) 55 LIMIT SPEED TO BE RELOCATED TO STA POT STA PLYMOUTH SORRENTO RD 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT PLYMOUTH SORRENT0 RD (7) S-34 USER: schn087 /8/05 :4: AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp39.dgn

35 MATCH LINE STA PC STA N N PT STA POT STA BEGIN MARKING STA PC STA PRC STA PT STA "DOUBLE YELLOW W/ Y-Y PC STA PT STA CONST. PHILS LANE Feet PC STA MATCH LINE STA L.A. R/W LINE END MARKING STA L.A. R/W LINE 6"DOUBLE YELLOW W/ Y-Y Feet POT STA CONST. PHILS LANE PRC STA PT STA CONST. SR 49 (WEKIVA PKWY) 45 SB SR 49 PT STA NB SR S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT PHILS LANE (8) S-35 USER: schn087 /8/05 :4:5 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\plansp40.dgn

36 Sign Quantity Width 8'-0" Height 7'-0" Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) " " 0" Green White DG Kelly Park Rd MILE Station/Structure /OC- Copy Spacing Length Size/Series.7 E X 9.8 I T /0 CV4W K e l l y P a r k R d CV5W M I L E /0 CV4W Sign 3 Sign 4 Quantity Quantity Width 3'-0" Width 8'-0" Height 8'-6" Height 7'-0" Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) " " 0" Green White DG3 TO Plym outh Sorrento Rd NEXT RIGHT Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) " " 0" Green White DG Kelly Park Rd ½ MILE Station/Structure /GM- Station/Structure /OC-3 0 CV4W NUMERALS SHIELD 3" X 30" BACKGROUND 34" X 33" Copy Spacing Length Size/Series Copy Spacing Length Size/Series 04.4 T. O CV4W K e l l y P a r k R d CV5W 4.8 P l y m 0. o u t h 3.3 S o r r 95.0 e n t o 3.3 R d CV5W 76 / 0 M I L E CV4W 9.4 N E X T R I G H T CV4W NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT GUIDE SIGN WORK SIGNS, 3, 4 S-36 USER: schn087 /8/05 :4:6 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\GSWK0.dgn

37 Sign 6 Quantity Width '-6" Height 5'-6" Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) Station/Structure " 8" 0" Green White DG3."x35.0" (45 ) /OC Kelly Park Rd Copy Spacing Length Size/Series K e l l y P a r k R d CV5W Sign 8 Sign 9 Quantity Quantity Width 8'-6" Width 0'-6" Height 7'-0" Height 5'-6" Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) Station/Structure " " 0" Green White DG /GM-3 0 TO Plym outh Sorrento Rd KEEP RIGHT Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) Station/Structure " 8" 0" Green White DG3 8.0"x.0" 3+.00/GM To Sorrento Kelly Park Rd W EST ST SHIELD 4 7/8" X 4" BACKGROUND 6" X 5" Copy Spacing Length Size/Series Copy Spacing Length Size/Series 84. T 7.7 O CV4W T o S o r r e n t o CV5W. P l y m o u t h S o r r e n t o R d CV5W 7.9 K e l l y P a r k R d CV5W K E E P R I G H T CV4W 0.0 W E S T E A S T /6 CV4W NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT GUIDE SIGN WORK SIGNS 6, 8, 9 S-37 USER: schn087 /8/05 :4:7 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\GSWK0.dgn

38 Sign Quantity Width 3 5'-0" SEE SIGN 70A Sign Quantity Width 5 5'-0" SEE SIGN 70A LOGO EP-5 Height 4'-0" Border Width " Border Radii " Border Inset 0" Background Color Green/White Legend/Border Color White/Black Sheeting DG3 Arrow Size (Angle) 8.5"x30.0" (45 ) Station/Structure /OC-9. SEE EPASS LOGO EP-5 DETAILS LOGO EP SO UTH Orlando Tam pa Height 5'-6" Border Width " Border Radii " Border Inset 0" Background Color Green/White Legend/Border Color White/Black Sheeting DG3 Arrow Size (Angle) Station/Structure /OC-. SEE EPASS LOGO EP-5 DETAILS. USE SHIELD TM SOUTH Orlando Tam pa NEXT LEFT USE SHIELD TM Copy Spacing Size/Series Copy Spacing Length Size/Series O R T O L L B Y & 9 E O R T O L L B Y & 9 E.9 P L A 4. T E E.9 P L A 4. T E E S O U 49.5 T H /0 CV4W S O U 49.5 T H /0 CV4W 46.6 O r l a n d o CV5W O r l a n d o CV5W 54.9 T a m p a CV5W T a m p a CV5W. N E 35.7 X T L E F T CV4W Sign 9 Sign 3 Quantity Quantity Width 8'-6" Width 4'-0" Height 3'-0" Height 8'-6" Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) " 5" 0" Green White DG3 To Sorrento NEXT LEFT Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) " " 0" Yellow Black DG Station/Structure /GM-8 Station/Structure /GM-9 SPACING BETWEEN LETTERS HAS BEEN INCRSED 0% Copy Spacing Length Size/Series Copy Spacing Length Size/Series T o S o r r e n t o CV5W 7.5 L E F T L A N E EM 7. N E X T L E F T CV4W 54.5 E N D S EM F E E T EM NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT GUIDE SIGN WORK SIGNS 3, 5, 9, 3 S-38 USER: schn087 /8/05 :4:7 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\GSWK0.dgn

39 Sign Quantity Width Height Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) Station/Structure 70A 5'-0" 3'-0" " 5" 0" Yellow Black/Black DG3 SPACING BETWEEN LETTERS HAS BEEN INCRSED 0% Copy Spacing Length N O C A S H EM Sign 70 Sign 703 Quantity Quantity Width 8'-0" Width '-6" Height 3'-0" Height 3'-0" Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) " 5" 0" Yellow Black/Black DG3 Border Width Border Radii Border Inset Background Color Legend/Border Color Sheeting Arrow Size (Angle) " 5" 0" Yellow Black/Black DG3 SIGN TO BE INSTALLED ON SIGN 6 Station/Structure - SIGN TO BE INSTALLED ON SIGN AND SIGN 4 Station/Structure SPACING BETWEEN LETTERS HAS BEEN INCRSED 0% SPACING BETWEEN LETTERS HAS BEEN INCRSED 0% Copy Spacing Length Size/Series Copy Spacing Length Size/Series E X P R E S S W A Y E N D S EM A L L T R A F F I C EM NOTES: WIDTH - HORIZONTAL SPACING DIMENSIONS ARE IN INCHES. END DIMENSIONS INCLUDE BORDER WIDTH, MARGIN AND BORDER RECESS. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT GUIDE SIGN WORK SIGNS 70A, 70, 703 S-39 USER: schn087 /8/05 :4:8 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\GSWK0.dgn

40 MULTI-POST SIGN DATA HORIZONTAL CLRANCE (A) (ft) BASELINE SIDE STATION SIGN SIGN SIZE (D x W) (ft) SIDE SLOPE (RUN:RISE) CLR HEIGHT (ft) OF POSTS AVERAGE LENGTH OF POSTS (ft) STEEL POSTS ALUMINUM I-BMS 40' FROM EDGE OF TRAVEL LANE 8'-6" x 3'-0" B NB SR 49 L RT GM- 4:/3: /3 W0 X 33 3 I I X 4.9 8' FROM EDGE OF TRAVEL LANE B RAMP B L 304+ RT GM-3 7'-0" x 8'-6" 6: W8 X 8 I X 4.9 8' FROM EDGE OF TRAVEL LANE B RAMP B L 3+ RT GM-4 5'-6" x 0'-6" 6: W6 X I 9 X 8.36 FROM EDGE OF TRAVEL LANE B KELLY PARK RD L RT GM-8 3'-0" x 8'-6" 6: I 6 X W6 X B NB SR 49 8'-6" x 4'-0" 4' FROM FACE OF GUARDRAIL I 9 X :/3: RT GM-9 L 7.00 W8 X 8 WIDTH (W) NOTES:. FOR ADDITIONAL DETAILS AND NOTES SEE STANDARD INDEX NOS. 00 AND AUXILIARY SIGN PANELS ARE ATTACHED IN ACCORDANCE WITH STANDARD INDEX "A" DEPTH (D) THESE AUXILIARY PANELS CAN BE CENTERED, LEFT OR RIGHT JUSTIFIED PER PLANS. CLR HEIGHT IS THE DISTANCE BETWEEN THE BOTTOM OF THE MAIN SIGN PANEL AND THE GROUND AT THE CENTER OF THE MAIN SIGN PANEL. 4. AVERAGE LENGTH OF POSTS COLUMN IS APPLICABLE TO STEEL POSTS, ALUMINUM BMS AND ALUMINUM TUBES. CONTRACTOR SHALL CONFIRM ALL POST LENGTHS PRIOR TO FABRICATION. MAINLINE DRIVING LANE SHOULDER LINE 7' STD. POST CLR HEIGHT POST 5. SIGN ASSEMBLIES ARE DESIGNED FOR 30 MPH WINDSPEED AND SHALL CONFORM TO AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRIES AND TRAFFIC SIGNALS, 00 EDITION. SIDE SLOPE TYPICAL SECTION FOR PLACEMENT OF MULTI-POST SIGNS 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT MULTI-POST SIGN TABLE OF VARIABLES S-40 USER: STOD346 /4/05 8:55:35 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\spdtsp0.dgn

41 . PANELS SHALL BE FABRICATED USING 3M COMPANY DIAMOND GRADE CUBED (DG3) ING OR APPROVED EQUAL.. MAIN PANEL: BACKGROUND: GREEN BORDER: WHITE BORDER WIDTH: " CORNER RADII: 3" 3. CARDINAL DIRECTION: WHITE 4. MAKE FIRST LETTER OF CARDINAL DIRECTION 0% LARGER MINIMUM. ALL LETTERS ARE BOTTOM JUSTIFIED SOUTH 5 4 R=3" " 4" " 48" WHITE LETTERS WITH GREEN BACKGROUND..6" TOLL.. R=3" 8" E 9.0" 9.5" BLACK ". 5. TOLL SHIELD AND LOGO SPECIAL COLORS: 0.75" ORANGE: 3M COMPANY EC FILM 74 OR APPROVED EQUAL. 6. LOGO L-6 SHALL BE CENTERED WITHIN A 4"x3 RECTANGLE. THE WHITE RECTANGLE SHALL BE USED IN VERTICAL AND HORIZONTAL PANEL DIMENSIONING. 60" BLACK. 5" D 7. GRAPHIC FILES FOR THE TOLL SHIELD AND LOGO CAN BE PROVIDED FOR USE IN FABRICATION UPON REQUEST. 8. FABRICATOR SHALL APPLY AS THE TOP LAYER, 3M COMPANY EC FILM 70 CLR ON THE DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A 3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION REQUIREMENTS. CONTACT 3M COMPANY '-6" 60 Y.. WHITE INSET 9. ALL DIMENSIONS ON ARE IN INCHES. 0. IF A COLOR AND/OR ING OTHER THAN THOSE NOTED SPECIFICALLY AS 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 HAS BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM THE. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.. DETAILED SHOP DRAWINGS ARE REQUIRED. ONE REPRESENTATIVE SHOP DRAWING PER CARDINAL DIRECTION MAY BE SUBMITTED PROVIDED THE APPROPRIATE QUANTITY IS SHOWN PER DIRECTION.. FABRICATOR SHALL USE STATE OUTLINE CONFIGURATION SHOWN IN TOLL SHIELD DETAIL. 4 GREEN BLACK BORDER. 4"R 4" SEE NOTE 4. WHITE. ORANGE 3. FABRICATOR TO REDUCE CARDINAL DIRECTION COPY SPACING AS NEEDED TO MEET SPECIFIED LENGTHS. 36 LOGO L-6 40" 4. FABICATOR SHALL USE STANDARD HORZIONTAL SPACING FOR NUMERALS IN ROUTE SHIELD WHEN POSSIBLE. FABICATOR SHALL OPTICALLY ADJUST NUMERAL SPACING AS NEEDED TO PREVENT OVERLAP ONTO THE STATE OUTLINE OR SHIELD BORDER. ORANGE PURPLE 5 WHITE 34" 36" BLACK SIGN 5 COPY SPACING SIZE/SERIES PURPLE R=3" LOGO TBD NOTE: NEW DESIGN PENDING. NO ADDITIONAL COMPENSATION IS ALLOWED ONCE DESIGN IS PROVIDED TO CONTRACTOR. SOUTH /0 CV3W S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SPECIAL DESIGN ROUTE CONFIRMATION MARKERS SIGNS 5 S-4 USER: STOD346 /0/05 9:3: AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\spdtsp0.dgn

42 DAB KTZ DAB KTZ 36" JCT 8" " (STD) M-XX PER INDEX 700 & 730 SOUTH 8" M3-3X NOTES: TOLL 49 48" " (STD) TM. DESIGN SPECIFICATIONS: STANDARD SPECIFICATIONS FOR HIGHWAY SIGNS, LUMINARIES, AND TRAFFIC SIGNALS. AASHTO 03, 6TH EDITION AND INTERIMS THERFTER.. MATERIAL: A. ALUMINUM: SEE NOTES IN INDEX 860. ALUMINUM COLUMN SIZE SHALL BE 6" DIAMETER WITH " WALL THICKNESS. LOGO (L-) 6" 4" B. REINFORCING STEEL SHALL CONFORM TO ASTM A65 GRADE " C. CONCRETE SHALL BE CLASS II, f'c= 3400 PSI IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 346 ALUMINUM POST 7'-0" 3. FOUNDATION: SEE NOTE IN INDEX SOIL PROPERTIES USED IN DESIGN: EDGE OF TRAVEL LANE A. SOIL UNIT WEIGHT: PCF B. SOIL INTERNAL FRICTION ANGLE: 30 DEGREES BASE BRKAWAY (TYP.) 4'-0" MAX 5. SIGN ATTACHMENT BRACKETS SHALL BE IN ACCORDANCE WITH FDOT ROADWAY INDEX 860. TOLL SHIELD: 48" X 36" ( S.F.) 3 BRACKETS TOP AUXILIARY PANELS: 8" X 36" (4.5 S.F.) BRACKETS " CTRS 6" DIA. POST STUB 3" MAX. '-0" LOGO: (L-) 6" X 30" (5.4 S.F.) BRACKETS. 6. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR THE ASSEMBLY. 7. FOR SLIP BASE CONNECTION SEE INDEX 860. A A 0-#7 VERT. 3" CLR SECTION A-A '-6" DIA. DRILLED SHAFT 3" 48 S. Keller Road, Orlando, FL 380 Kenneth T. Zagers P.E. 58 DRAWN : DAB CHECKED : KTZ DESIGNED : DAB KTZ ROAD PROJECT SR 49 CHECKED : TITLE: PROJECT NAME: CORSSROAD JUNCTION ASSEMBLY - ALUMINUM SR 49 (WEKIVA PARKWAY) SECTION 03 REF. DWG. S-4 $MODEL$ USER: schn087 4//05 6:5:4 AM T:\PROJECTS\OOC\Wekiva_03_BSA\CADD\struct\SignStrGM0.dgn

43 SR 49 MILEPOSTS M.P PROP. STATION NB AS-BUILT STATION LOCATION REFERENCE POINT OC- STA WHITE LETTERS WITH GREEN BACKGROUND SB END BRIDGE SB STA NB OC-3 STA SB END MEDIAN GUARDRAIL STA R 4 6. D TOLL.9.75R END BRIDGE STA BLACK BLACK 5 4 C WHITE SEE NOTE 9 WHITE INSET BLACK BORDER 6R ORANGE NOTES: 8 8. PANELS SHALL BE FABRICATED USING 3M COMPANY DIAMOND GRADE CUBED (DG3) ING OR APPROVED EQUAL MAIN PANEL: BACKGROUND: GREEN LEGEND AND BORDER: WHITE BORDER WIDTH: 0.5" CORNER RADII:.5" 3. MAKE FIRST LETTER OF CARDINAL DIRECTION 0% LARGER (AS SHOWN). ALL LETTERS ARE BOTTOM JUSTIFIED. 4. TOLL SHIELD COLORS: BLACK WHITE GREEN ORANGE: 3M COMPANY EC FILM 74 OR APPROVED EQUAL. 5. FABRICATOR SHALL APPLY AS THE TOP LAYER, 3M COMPANY EC FILM 70 CLR ON THE DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A 3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION REQUIREMENTS. CONTACT 3M COMPANY ALL DIMENSIONS ON ARE IN INCHES SOUTH TOLL CV W OR 5.5 NORTH TOLL CV W IF A COLOR AND/OR ING OTHER THAN THOSE NOTED SPECIFICALLY AS 3M COMPANY PRODUCTS ARE TO BE USED, CONTRACTOR SHALL PROVIDE 4" X 4" SAMPLE IN ALL COLORS. NO FABRICATION SHALL COMMENCE UNTIL THE SAMPLE HAS BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM THE. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. MILE MILE VAR. VAR. VAR. VAR. 6 CVW 6 CVW 8. OPTICALLY LOCATE MILEPOST NUMERALS IN BOTH FORMATS (XX AND XX.5) ABOUT THE CENTERLINE. 9. FABRICATOR TO ADJUST HORIZONTAL SPACING AS NECESSARY TO FIT. DO NOT OVERLAP ONTO STATE OUTLINE OR SHIELD BORDER. XX 8 CVW OR XX.58 CV W SEE NOTE 9 0. DETAILED SHOP DRAWINGS ARE REQUIRED FABRICATOR SHALL USE THE STATE OUTLINE CONFIGURATION SHOWN IN THE TOLL SHIELD DETAIL. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SPECIAL DESIGN MILEPOST AND LOCATIONS TABLE S-43 USER: schn087 /8/05 :4:0 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\spdtsp04.dgn

44 0" MIN. TO TOP OF POST 4'-6" SEE NOTE 7 NOTES:. DESIGN SPECIFICATIONS: STANDARD SPECIFICATIONS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS. AASHTO 03, 6TH EDITION AND INTERIMS THERFTER. DESIGN WIND SPEED = 30 MPH.. MATERIAL: 4' TO FRONT FACE OF GUARDRAIL OR BARRIER WALL A. STEEL POST SHALL CONFORM TO ASTM A0 GRADE B (Fy = 4 KSI), ROUND HSS 6.0x0.5 HOT DIPPED GALVANIZED PER ASTM A3. 0'-6" B. REINFORCING STEEL SHALL CONFORM TO ASTM A65 GRADE 60. C. CONCRETE SHALL BE CLASS II, f'c= 3400 PSI IN ACCORDANCE WITH FDOT SPECIFICATION SECTION FOUNDATION: SEE GENERAL NOTES, FOUNDATION, IN INDEX SOIL PROPERTIES USED IN DESIGN: A. SOIL UNIT WEIGHT: PCF B. SOIL INTERNAL FRICTION ANGLE: 30 DEGREES 5. SIGN ATTACHMENT BRACKETS SHALL BE IN EDGE OF 7'-0" ACCORDANCE WITH FDOT ROADWAY INDEX 860. Sign 4'-6" x 0'-6" : 5 BRACKETS TRAVEL LANE STEEL POST 6. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR THE ASSEMBLY. 7. PROVIDE " THICK STEEL CAP ON TOP OF POST AND WELD AROUND TO THE POST 7'-6" MAX. " CTRS 6" DIA. 0-#7 VERT. 3" CLR 3" MAX A A '-0" SECTION A-A 3" '-6" DIA. GM- 48 S. Keller Road, Orlando, FL 380 Kenneth T. Zagers P.E. 58 DRAWN : DAB CHECKED : KTZ ROAD PROJECT DESIGNED : DAB SR 49 CHECKED : KTZ TITLE: PROJECT NAME: ROUTE CONFORMATION MARKERS STRUCTRUAL DESIGN (GM-) SR 49 (WEKIVA PARKWAY) SECTION 03 REF. DWG. S-44 $MODEL$ USER: schn087 4//05 6:54:07 AM T:\PROJECTS\OOC\Wekiva_03_BSA\CADD\struct\SignStrGM0.dgn

45 BLACK LETTERS WITH YELLOW BACKGROUND 36" NOTES:. COLORS INDICATED ON 48"X60" SHIELD ARE APPLICABLE TO ALL SIZES..75" "R ".5" TO "R 7." E LL6".8". SHIELD TO BE FABRICATED WITH 3M COMPANY DIAMOND GRADE CUBED (DG3) REFLECTIVE ING OR APPROVAL EQUAL. 3. SHOP DRAWINGS ARE REQUIRED. 48" " D " " " COLORS: BLACK WHITE YELLOW ORANGE, 3M COMPANY EC FILM SERIES 74 OR APPROVED EQUAL. IF A COLOR AND/OR ING OTHER THAN THOSE NOTED SPECIFICALLY AS 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 HAS BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM THE. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. Y SEE NOTE 6 5. FABRICATOR SHALL APPLY AS THE TOP LAYER, 3M COMPANY EC FILM 70 CLR ON THE DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A 3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION REQUIREMENTS. CONTACT 3M AT "R 6. FABRICATOR SHALL USE STANDARD HORIZONTAL SPACING FOR NUMERALS WITHIN A ROUTE SHIELD WHEN POSSIBLE. FABRICATOR SHALL OPTICALLY ADJUST NUMERAL SPACING AS NEEDED TO PREVENT OVERLAP ONTO THE STATE OUTLINE OR SHIELD BORDER. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT TOLL ROUTE SHIELD (TM) S-45 USER: schn087 /8/05 :4: AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\spdtsp07.dgn

46 G I H C OPY D B C D F E F NOTES: A. ALL DIMENSIONS ARE IN INCHES.. AUXILIARY PANELS WITH TOLL SHIELDS: BACKGROUND: DG3 WHITE LEGEND & BORDER: BLACK. 3. BACKGROUND, LEGEND AND BORDER COLORS SHALL MATCH ASSOCIATED INTERSTATE, STATE OR COUNTY ROUTE SHIELDS. CODE COPY A B C D E F G H I QTY. REQ'D 4. * REDUCE COPY SPACING TO SPECIFIED OVERALL LENGTH. 5. MAKE FIRST LETTER OF CARDINAL DIRECTION M-XX JCT D (M3-X, M3-XX) 0% LARGER. ALL LETTERS ARE BOTTOM JUSTIFIED. * M3-3X SOUTH C SHOP DRAWINGS ARE REQUIRED. M4-5X TO D ALL AUXILLIARY PANELS SHALL BE 3M COMPANY DIAMOND GRADE CUBED (DG3) REFLECTIVE ING OR APPROVED EQUAL. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT SPECIAL DESIGN AUXILIARY PANELS FOR ROUTE MARKERS S-46 USER: schn087 /8/05 :4: AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\spdtsp08.dgn

47 MAINLINE DIRECTION OF TRAVEL 0' EDGE OF TRAVEL LANE VARIES LINE OF SIGHT PROPOSED SIGN (SINGLE OR MULTI-POST) INDICATES LIMITS OF VEGETATION REMOVAL OR TRIMMING 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT LINE OF SIGHT FOR USE ON MAINLINE S-47 USER: schn087 /8/05 :4:3 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\spdtsp5.dgn

48 R 6.9 ORANGE PURPLE ORANGE 30" WHITE PURPLE PURPLE x 3.5 WHITE BLACK 6" PURPLE PURPLE PURPLE WHITE 0. PURPLE LOGO EP-5 LOGO L- QUANTITY REQ'D R=" LOGO NOTES:. LOGOS SHALL HAVE PRISMATIC RETROREFLECTIVE ING, 3M COMPANY DIAMOND GRADE CUBED (DG3) OR APPROVED EQUAL.. LOGO COLORS: BLACK (LOGO L- ONLY) WHITE PURPLE, 3M COMPANY DG3 RETROREFLECTIVE ING MATCHING 3M 70-3 VIOLET EC FILM OR APPROVED EQUAL. ORANGE, 3M COMPANY EC FILM SERIES 74 OR APPROVED EQUAL. 3. IF COLORS AND/OR ING OTHER THAN THOSE NOTED SPECIFICALLY AS 3M COMPANY PRODUCTS ARE TO BE USED, CONTRACTOR SHALL SUBMIT 4"x4" SAMPLES OF CH IN ALL REQUIRED COLORS. NO FABRICATION SHALL COMMENCE UNTIL SAMPLES HAVE BEEN REVIEWED AND WRITTEN ACCEPTANCE RECEIVED FROM THE. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 4. FABRICATOR SHALL APPLY AS THE TOP LAYER, 3M COMPANY EC FILM 70 CLR ON THE DESIGNATED ORANGE. INSTALLATION SHALL BE PART OF A 3M MATCHED COMPONENT SYSTEM AND MEET ALL 3M SIGN FABRICATION REQUIREMENTS. CONTACT 3M AT NARROW PORTIONS OF SPECIAL DESIGN COPY IN EPASS LOGO SHALL HAVE MINIMUM THICKNESS AS FOLLOWS: EP-5 = ALL DIMENSIONS ARE IN INCHES. 7. FABRICATOR TO BE GIVEN A COMPUTER DISK OF ARTWORK AS NEEDED UPON REQUEST. FABRICATOR MUST SPECIFY FILE FORMAT REQUIRED HOWEVER, SOME FORMATS MAY NOT BE AVAILABLE. 8. DRAWINGS ARE NOT TO SCALE. 9. LOGOS L- (DIMENSIONS IN INCHES): BORDER COLOR = PURPLE BORDER WIDTH = 0.5 BORDER INSET = SHOP DRAWINGS ARE REQUIRED FOR LOGO L-. 48 S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT EPASS LOGOS EP-5 LOGO L- S-48 USER: schn087 /8/05 :4:3 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\spdtsp6.dgn

49 NOTES: SIGN 70. 7'-6" MIN. VERTICAL CLRANCE SET FROM ELEVATION OF FUTURE WIDENING.. PRIOR TO DRILLED SHAFT OR SPRD FOOTING INSTALLATIONS, BOTH THE CONTRACTOR 40 AND CEI SHALL CONFIRM THAT ALL LOCATIONS AND ELEVATIONS WILL CORRECTLY ACCOMMO THE CLRANCES AND THE TOTAL LENGTH OF THE TRUSS AS SHOWN ON 40 THE STRUCTURAL DESIGN ENTITLED CANTILEVER TRUSS STRUCTURAL DATA TABLE 35 AND CORRESPONDING SHOP DRAWINGS. 3. SIGN STRUCTURE DESIGN WAS BASED ON PARTS A) THROUGH E) OF GENERAL NOTE 8. Kelly Park Rd MILE 30 SIGN, OC '-0" 39'-0" 5 SIGN PANEL 5 8'-0" X 3'-0" 0 SIGN 70 CANTILEVER & 0 SIGN SIGN SR 49 NB SR 49 STA PGL EL '-6" TO BOTTOM OF LUMINAIRE HOUSING OC- '-6" 7'-0" 36' FRONT OF SUPPORT :6 :6 EL SIGN, OC- 3" MAX. :3 75 STA: , NB SR FACING NB DIRECTION OF TRAVEL SCALE: HORIZ. " = 0' VERT. " = 0' S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT CROSS SECTIONS OC- S-49 USER: schn087 4//05 7:00:8 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\rdxssp0.dgn

50 NOTES:. 7'-6" MIN. VERTICAL CLRANCE SET FROM ELEVATION OF FUTURE WIDENING.. PRIOR TO DRILLED SHAFT OR SPRD FOOTING INSTALLATIONS, BOTH THE CONTRACTOR AND CEI SHALL CONFIRM THAT ALL LOCATIONS AND ELEVATIONS WILL CORRECTLY ACCOMMO THE CLRANCES AND THE TOTAL LENGTH OF THE TRUSS AS SHOWN ON THE STRUCTURAL DESIGN ENTITLED CANTILEVER TRUSS STRUCTURAL DATA TABLE AND CORRESPONDING SHOP DRAWINGS. 3. SIGN STRUCTURE DESIGN WAS BASED ON PARTS A) THROUGH E) OF GENERAL NOTE 8. SIGN SIGN Kelly Park Rd Kelly Park Rd SIGN 6, OC-4 60 ½ MILE '-6" 8'-" 45 SIGN 4, OC-3 SIGN 703 SIGN PANEL '-6" X 3'-0" 55 CANTILEVER & NB SR 49 STA PGL EL '-0" SIGN 70 SIGN 4 OC-3 7'-6" TO BOTTOM OF LUMINAIRE HOUSING '-6" 7'-0" 40'-6" SIGN PANEL 8'-0" X 3'-0" CANTILEVER & SIGN 4 FRONT OF SUPPORT 36' 0.89 :6 :6 PGL EL 6.98 SIGN 6 OC-4 7'-6" TO BOTTOM OF LUMINAIRE HOUSING '-6" 5'-6" RAMP B PGL EL ' SIGN 6 FRONT OF SUPPORT EL. 5. 3" MAX :6 :4 5 :6 00 3" MAX. SIGN 6, OC-4 STA: , RAMP B 0 95 SIGN 4, OC-3 FACING NB DIRECTION OF TRAVEL STA: , NB SR 49 SCALE: HORIZ. " = 0' VERT. " = 0' 00 FACING NB DIRECTION OF TRAVEL SCALE: HORIZ. " = 0' VERT. " = 0' S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT CROSS SECTIONS OC-3 AND OC-4 S- USER: schn087 4//05 6:59:54 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\rdxssp0.dgn

51 exeop exeop NOTES: 65. PRIOR TO DRILLED SHAFT OR SPRD FOOTING INSTALLATIONS, BOTH THE CONTRACTOR AND CEI SHALL CONFIRM THAT ALL LOCATIONS AND ELEVATIONS WILL CORRECTLY ACCOMMO THE CLRANCES AND THE TOTAL LENGTH OF THE TRUSS AS SHOWN ON THE STRUCTURAL DESIGN ENTITLED CANTILEVER TRUSS STRUCTURAL DATA TABLE AND CORRESPONDING SHOP DRAWINGS.. SIGN STRUCTURE DESIGN WAS BASED ON PARTS A) THROUGH E) OF GENERAL NOTE SOUTH Orlando Tam pa 40 SIGN 3, OC '-0" 8'-6" 30 SIGN 70A 5 0 SIGN 3, OC-9 STA: , KELLY PARK RD FACING EB DIRECTION OF TRAVEL SIGN 3 OC-9 8'-6" 8'-6" CANTILEVER SCALE: HORIZ. " = 0' VERT. " = 0' R/W LINE PGL EL '-6" TO BOTTOM OF LUMINAIRE HOUSING '-6" 30' FRONT OF SUPPORT HIGH ELEVATION = 96.08' :6 : " MAX S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT CROSS SECTIONS OC-9 S-5 USER: schn087 4//05 7:0:06 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\rdxssp0.dgn

52 exeop exeop NOTES: 65. PRIOR TO DRILLED SHAFT OR SPRD FOOTING INSTALLATIONS, BOTH THE CONTRACTOR AND CEI SHALL CONFIRM THAT ALL LOCATIONS AND ELEVATIONS WILL CORRECTLY ACCOMMO THE CLRANCES AND THE TOTAL LENGTH OF THE TRUSS AS SHOWN ON THE STRUCTURAL DESIGN ENTITLED CANTILEVER TRUSS STRUCTURAL DATA TABLE AND CORRESPONDING SHOP DRAWINGS.. SIGN STRUCTURE DESIGN WAS BASED ON PARTS A) THROUGH E) OF GENERAL NOTE SOUTH 45 Orlando Tam pa NEXT LEFT 40 SIGN 5, OC '-0" 8'-6" SIGN 70A SIGN 5 OC- 9'-3" 9'-3" CANTILEVER SIGN 5, OC- STA: , KELLY PARK RD FACING WB DIRECTION OF TRAVEL SCALE: HORIZ. " = 0' VERT. " = 0' PGL EL '-0" TO BOTTOM OF LUMINAIRE HOUSING '-6" 30' R/W LINE FRONT OF SUPPORT EL. 90.7' 90 HIGH ELEVATION = 89.63' :6 : :8 :4 3" MAX S. Keller Road, Orlando, FL 380 Susan A. Gratch P.E. No ROAD PROJECT CROSS SECTIONS OC- S-5 USER: schn087 4//05 7:0:36 AM T:\PROJECTS\OOC\Wekiva_03_BSA\SR 49-03\CADD\ \signing\rdxssp0.dgn

53 CANTILEVER SIGN STRUCTURES DATA TABLE Table Date 0-0- NOTES: SIGN STATION / OFFSET A DIMENSIONS B C PANELS N D (CHORD) MEMBER SIZES E (WEB) F (UPRIGHT) BACKRAKE G.. Work these Data Tables with Index 30. Design Wind Speed = 30 mph. ft ft in in # O. D. x Wall Thk. (in) Angle (in) O. D. x Wall Thk. (in) in OC / x x 4 x 3/ x OC / x x 4 x 3/ x OC / x / x 3-/ x 5/ x OC / x x 4 x / x OC / x x 4 x / x FOUNDATION NOTES [Notes Date 7-0-3]:. Design based on Borings taken and sealed by NES.. Assumptions and Values used in design: Soil Type - Sand Soil Layer Thickness = 5 ft. Soil Friction Angle = 30 deg. Soil Weight = 0 pcf Design Water Table is at ground surface CANTILEVER SIGN STRUCTURES DATA TABLE (CONT.) Table Date 0-0- GUSSET PLATES TRUSS CONNECTION SPLICE SIGN GA GB GC GD GE GF GG GH GJ GK TA TB TC TD TE TF TG TH TJ SA SB SC SD in in ft in ft in ft in ft in ft in ft in ft in in in # # in in in in in in Angle (in) # in # OC- 3/8 7-/ 7-3/4 6-/ 7-/ -/ 9-3/4 3/6 7/ /8 / 5/6 /4 3/6 /4 6 x 6 x / 6 3 OC-3 3/8 7-3/4 7-3/4 6-3/4 7-/ 9-/ -3/4 3/6 7/ /8 / 5/6 /4 3/6 /4 6 x 6 x / 6 3 OC-4 3/8 7/8 5-/4 6-3/4 4-/4 6-/ 4-/4 9 -/ 3/6 7/8 6 4 / / /4 /4 3/6 3/6 NO SPLICE NA NA NA OC-9 / 0-3/4 7-3/4 9-/4 7-/ 3-/4 9-3/4 3/6 7/ /8 / 5/6 /4 3/6 /4 6 x 6 x / 6 OC- / 0-/4 7-3/4 8-3/4 7-/ 3-/4 9-/4-3/4 3/6 7/ /8 / 5/6 /4 3/6 /4 6 x 6 x / 6 CANTILEVER SIGN STRUCTURES DATA TABLE (CONT.) Table Date BASE CONNECTION ANCHOR FOOTING - DRILLED SHAFT SIGN BA BB BC BD BE BF BG BH BJ BK FA FB FC FD FE in # in in ft in in in in in ft in ft in ft in # / Size # in OC- -/4 -/ 3/8 6-3/4 5/6 5/6 5/6 3/ / 60 5 Ɓ" WASHER OC-3 -/4 -/ 3/8 6-3/4 5/6 5/6 5/6 3/ / 48 5 PROVIDE Ƅ"Ø ALL COTTON SASH CORD AS WEEP HOLE " GAP 4ƀ" SQ. (TYP.) OC-4-3/4 -/4 3/8 -/ 5/6 5/6 5/6 3/ / 40 5 WICK. PRIOR TO GROUTING, ATTACH CORD TO INTERIOR 3" OC-9 -/4 -/ 3/8 6-3/4 5/6 5/6 5/6 3/ / 60 5 OC- -/4 -/ 3/8 6-3/4 5/6 5/6 5/6 3/ / 60 5 OF THE UPRIGHT SUCH THAT THE END WILL EXTEND BEYOND THE GROUT. LOCATE IN PLAN, MIDWAY BETWEEN ANCHOR BOLTS. GROUT PAD BOLT 3" 'BA' Ø ANCHOR 6" 3" LEVELING NUTS SECTION UPRIGHT BASE DRAWN : DAB CHECKED : TITLE: CANTILEVER SIGN STRUCTURE DATA TABLE REF. DWG. 48 S. Keller Road, Orlando, FL 380 Kenneth T. Zagers P.E. 58 KTZ ROAD PROJECT DESIGNED : DAB SR 49 CHECKED : KTZ PROJECT NAME: SR 49 (WEKIVA PARKWAY) SECTION 03 S-53 $MODEL$ USER: biss64 /5/05 9::30 AM \\susora0\tc$\projects\ooc\wekiva_03_bsa\cadd\struct\signstrdatatable.dgn

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