STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONTRACT PLANS OCALA DAYTONA BEACH INDEX OF SIGNALIZATION PLANS FINANCIAL PROJECT ID

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1 CHIPLEY 0 9 COTRACT S PESACOLA FORT WALTO BEACH PAAMA CITY TALLAHASSEE 0 LAKE CITY 9 JACKSOVILLE ST AUGUSTIE GAIESVILLE OCALA DAYTOA BEACH IDEX OF SIGALIZATIO S FIACIAL PROJECT ID ---0 DELAD T- KEY EW PORT RICHEY ORLADO BEACH LIE EXPRESSWAY MELBOURE - COCOA T- SIGATURE T- TABULATIO OF QUATITIES JACKSO COUTY (0000) PROJECT TAMPA ST PETERSBURG LAKELAD BARTOW FLORIDA'S TURPIKE T- GEERAL OTES T- SIGALIZATIO T- STRAI POLE SCHEDULE T- TO T- REPORT OF CORE BORIGS STATE ROAD LOCATIO SR (Pennsylvania Avenue) at CR 0A (Old Cottondale Road) Intersection SIGALIZATIO S FT PIERCE SARASOTA - BRADETO 9 WEST PALM BEACH FT MYERS APLES FT LAUDERDALE MIAMI KEY WEST SIGALIZATIO S EGIEER OF RECORD: JAMES P. SULLIVA, P.E., 09 0 CALLAWAY ROAD, SUITE 00 TALLAHASSEE, FL 0 TELEPHOE (0) -00 CERTIFICATE OF AUTHORIZATIO VEDOR 9- COTRACT C9000 FDOT PROJECT MAAGER: CLAY HUTER, P.E. (HTB) (0) -90 THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITALLY SIGED AD SEALED UDER RULE G-.00, F.A.C. COSTRUCTIO COTRACT FISCAL YEAR EQ0 T- Aovak //0 ::9 PM F:\fdt\\t0\CADD\0\signals\keyssg0.dgn

2 THIS DOCUMET HAS BEE DIGITALLY SIGED AD SEALED BY: THIS DOCUMET HAS BEE DIGITALLY SIGED AD SEALED BY: LICESE LICESE M YRO L.HAYDE JAMES PAULSULLVI A o 09 o 0 PRITED COPIES OF THIS DOCUMET ARE OT COSIDERED SIGED AD SEALED. PRITED COPIES OF THIS DOCUMET ARE OT COSIDERED SIGED AD SEALED. PRO FESS OI ALEG STATE OF FLO RID A I EER THE SIGATURE MUST BE VERIFIED O THE ELECTROIC DOCUMETS. PRO FESS OI ALEG STATE OF FLO RID A I EER THE SIGATURE MUST BE VERIFIED O THE ELECTROIC DOCUMETS. EVIROMETAL & GEOTECHICAL SPECIALISTS, IC. 0 CALLAWAY ROAD, SUITE 00 0 ORTH MAGOLIA DRIVE TALLAHASSEE, FLORIDA 0 TALLAHASSEE, FLORIDA 0 CERTIFICATE OF AUTHORIZATIO CERTIFICATE OF AUTHORIZATIO 0000 JAMES P. SULLIVA, P.E. MYRO L. HAYDE, P.E. P.E. LICESE UMBER 09 P.E. LICESE UMBER 0 THE ABOVE AMED PROFESSIOAL EGIEER SHALL BE RESPOSIBLE FOR THE FOLLOWIG S I ACCORDACE WITH RULE G-.00 F.A.C. THE ABOVE AMED PROFESSIOAL EGIEER SHALL BE RESPOSIBLE FOR THE FOLLOWIG S I ACCORDACE WITH RULE G-.00 F.A.C. SIGALIZATIO S SIGALIZATIO S T- KEY T- SIGATURE T- TABULATIO OF QUATITIES T- GEERAL OTES T- SIGALIZATIO T- STRAI POLE SCHEDULE T- SIGATURE T- - T- REPORT OF CORE BORIGS JAMES P. SULLIVA, P.E. P.E. LICESE UMBER 09 0 CALLAWAY ROAD, SUITE 00 ROAD COUTY FIACIAL PROJECT ID SIGATURE TALLAHASSEE, FLORIDA 0 CERTIFICATE OF AUTHORIZATIO JACKSO ---0 T- Aovak //0 ::9 PM F:\fdt\\t0\CADD\0\signals\signsg0.dgn

3 TABULATIO OF QUATITIES PAY ITEM UIT T- UMBERS TOTAL THIS GRAD TOTAL CODUIT, UDERGROUD, " LF CODUIT, UDERPAVEMET, ", DIRECTIOAL BORE LF CODUIT, ABOVE GROUD, " LF SIGAL CABLE, EW ITERSECTIO, F&I PI 0- - SPA WIRE ASSEMBLY, F&I, TWO POIT, BOX PI SPA WIRE ASSEMBLY, REMOVAL PI 0- - FIBERGLASS ISULATOR LF 0- - PULL & SPLICE BOX, F&I, " X " COVER SIZE EA ELECTRICAL POWER SERVICE, F&I, UDERGROUD AS ELECTRICAL SERVICE WIRE LF 0- - PRESTRESSED COCRETE POLE, F&I, TYPE P-II EA 0- - PRESTRESSED COCRETE POLE, F&I, TYPE P-V EA POLE REMOVAL, SHALLOW, DIRECT BURIAL EA 0- - ALUMIUM SIGALS POLE, PED DETECTOR POST EA ALUMIUM SIGALS POLE, PED SIGAL POLE EA TRAFFIC SIGAL, F&I, SECT, WAY, ALUMIUM AS TRAFFIC SIGAL, F&I, SECT, WAY, ALUMIUM AS 0- - PED SIGAL, F&I, SECT, WAY, COUTDOW AS LOOP DETECTOR IDUCTIVE, F&I, TYPE 0 EA LOOP ASSEMBLY- F&I, TYPE A AS LOOP ASSEMBLY- F&I, TYPE F AS 0- - PEDESTRIA DETECTOR, ACCESSIBLE EA TRAFFIC COTROLLER ASSEMBLY, EMA, BASE MOUT AS THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITALLY SIGED AD SEALED UDER RULE G-.00, F.A.C. JAMES P. SULLIVA, P.E. P.E. LICESE UMBER 09 0 CALLAWAY ROAD, SUITE 00 TALLAHASSEE, FLORIDA 0 CERTIFICATE OF AUTHORIZATIO ROAD COUTY FIACIAL PROJECT ID JACKSO ---0 TABULATIO OF QUATITIES T- Aovak //0 ::0 PM F:\fdt\\t0\CADD\0\signals\tabqsg0.dgn

4 SIGALIZATIO OTES SIGALIZATIO OTES (COTIUED).. JACKSO COUTY IS THE MAITAIIG AGECY AD IS RESPOSIBLE FOR THE POWER BILL. ALL PEDESTRIA PHASES TO BE ACTUATED BY PUSH BUTTO.. ISTALL CODUIT ACCORDIG TO THE DESIG STADARDS, IDEX, ALTERATIVE. UTILIZE THIS METHOD FOR ALL APPLICATIOS I THE DISTRICT, WITHOUT REGARD TO THE PRESECE OF CURB AD GUTTER.. OTIFY THE DISTRICT THREE PUBLIC IFORMATIO OFFICE AT (0) 0-0, SEVE DAYS BEFORE PLACIG A EW TRAFFIC SIGAL ISTALLATIO I ORMAL OPERATIOAL MODE. OTIFICATIO IS OT REQUIRED BEFORE PLACIG THE SIGAL I THE FLASHIG MODE.. COTROLLER CABIETS SHALL BE FULLY WIRED AD FURISHED WITH ALL EQUIPMET ECESSARY TO RU THE COTROLLER AS SOP 0 WITH PEDESTRIA MOVEMETS, BUT WIRED TO OPERATE ACCORDIG TO THE SEQUECE SHOW I THE S SCHEDULE A ISPECTIO THROUGH THE DISTRICT THREE TRAFFIC OPERATIOS OFFICE AT (0) 0- BEFORE PLACIG A EW TRAFFIC SIGAL ISTALLATIO I ORMAL OPERATIO MODE. A ISPECTIO IS OT REQUIRED PRIOR TO PLACIG THE SIGAL I FLASHIG MODE. USE LASHIG WIRE OR LASHIG ROD FOR MESSEGER WIRE SUPPORTED SIGAL OR ITERCOECT CABLE. ALTERATE ATTACHMET METHODS ARE UACCEPTABLE. PROVIDE PULL BOXES WITH LIDS COSTRUCTED OF A O-CODUCTIVE COMPOSITE MATERIAL. THE PAY ITEM FOR ELECTRICAL POWER SERVICE SHALL ICLUDE THE COST OF AY PERMITS AD IITIAL COECTIO FEES THAT MAY BE ASSESSED BY THE POWER COMPAY OR LOCAL GOVERMET, WHEEVER APPLICABLE. THIS APPLIES TO OVERHEAD AD UDERGROUD SERVICES. HAD-DIG THE FIRST FEET OF POLE FOUDATIOS. ISTALL LOOP ASSEMBLIES BEFORE PLACIG THE COURSE OF ASPHALT. SAWCUT ALL TYPE-A AD TYPE-F LOOP ASSEMBLIES TO THE DIMESIOS OF SIX-BY-FIFTY FEET. ISTALL EACH LOOP O A SEPARATE CHAEL. USE -ICH CODUIT PLACED UDER PAVEMET FOR LOOP WIDOWS (THE TWISTED-PAIRS OF LOOP LEAD-IS) THE PAY ITEM FOR COTROLLER CABIETS SHALL ICLUDE A ALUMIUM SHELF WITH STORAGE COMPARTMET (FOR LAPTOP COMPUTER USE). THE SHELF/COMPARTMET SHALL BE RETRACTABLE BY USE OF HIGES OR TELESCOPIG DRAWER GUIDES. THE SHELF/COMPARTMET TOP SHALL HAVE A PLASTIC O-SLIP LAMIATE ATTACHED, WITH A USABLE SURFACE AREA MEASURIG APPROXIMATELY BY ICHES. THE PAY ITEM FOR EMA COTROLLER CABIETS SHALL ICLUDE APPROVED RACK MOUTED DETECTOR ASSEMBLIES WITH EXTERAL SHELF-MOUTED POWER SUPPLY. THE POWER SUPPLY COECTOR SHALL BE PI-FOR-PI COMPATIBLE WITH THE EMA TSII SPECIFICATIO. THE DETECTOR RACK WITH ASSOCIATED FIELD HOOK-UP PAEL(S) SHALL BE FULLY WIRED AD CAPABLE OF CHAELS OF DETECTIO AD COSECUTIVELY LABELED ACCORDIG TO EMA PHASE ASSOCIATIOS. ACCEPTABLE WIRIG SCHEMES FOR THE TWELVE DETECTOR SLOTS SHALL BE FROM LEFT-TO-RIGHT AS FOLLOWS: OR. TRAFFIC SIGAL EQUIPMET REMOVED FROM THIS PROJECT SHALL BECOME PROPERTY OF THE DEPARTMET, EXCEPT FOR THOSE ITEMS LISTED BELOW WHICH SHALL BECOME PROPERTY OF THE COTRACTOR: COCRETE OR WOOD SUPPORT POLES, PEDESTALS, AY FOUDATIOS, ACHORS AD GUYS ASSOCIATED WITH SAME; REMOVED CODUIT, PULL BOXES, SIGAL CABLE, ITERCOECT CABLE, LOOP WIRE, LEAD-I CABLE, WIRIG, CABLE ATTACHMET, AD SUPPORT HARDWARE; REMOVED POWER SERVICE ASSEMBLIES, DISCOECTS, METERS, METER BASES, EQUIPMET AD WIRIG, EXCEPT FOR THAT EQUIPMET THAT IS OWED BY OR IS USED UDER AGREEMET WITH AY UTILITY COMPAY OR AGECY; REMOVE COTROLLER CABIET FOUDATIOS, TRAFFIC SIGAL SPA ASSEMBLIES, ALL RELATED HARDWARE AD MATERIALS ASSOCIATED WITH SAME. DELIVER REMOVED TRAFFIC SIGAL EQUIPMET TO REMAI I THE OWERSHIP OF THE DEPARTMET TO A LOCATIO SPECIFIED BY THE EGIEER THAT IS WITHI 0 MILES OF THE PROJECT AREA. PROVIDE DISPOSAL AREAS FOR REMOVED EQUIPMET, WHICH REMAIS I THE OWERSHIP OF THE COTRACTOR. COTACT THE DISTRICT THREE TRAFFIC OPERATIOS DEPARTMET AT (0) 0-. PULL BOXES SHALL BE ISTALLED A MIIMUM OF FEET FROM THE EDGE OF THE PAVEMET. GEERATOR HARESS ASSEMBLY: THE PAY ITEM FOR THE COTROLLER CABIET ASSEMBLY SHALL ICLUDE ALL WORK AD MATERIALS ECESSARY FOR THE ISTALLATIO OF A COMPLETE GEERATOR HARESS ASSEMBLY WITH EGRESS PORT, WHOSE DESIG HAS BEE STADARDIZED THROUGHOUT DISTRICT THREE. THE COTRACTOR SHALL VISIT A EXISTIG ITERSECTIO WHERE SAID STADARDIZED HARESS IS ISTALLED I ORDER TO VERIFY ECESSARY EQUIPMET. DETAILS RELATED TO THE STADARDIZED GEERATOR HARESS ISTALLATIO ARE AS FOLLOWS: A TOTAL OF FEET OF TYPE "SEOW" OR "SO" 0- AWG COPPER CABLE SHALL BE PROVIDED. A MALE PLUG (LEVITO -C, -P) SHALL BE ATTACHED TO FEET OF CABLE COECTED ITO THE COTROLLER CABIET TERMIAL STRIP. A FEMALE COECTOR (LEVITO, PART 9-C, -0R) SHALL BE ATTACHED TO FEET OF "SO" CABLE SPLICED ITO THE # AWG ELECTRICAL SERVICE WIRE. THREE ISULATED MECHAICAL OR COMPRESSIO CLAMPS (O SPLIT BOLTS OR WIRE UTS) FOR COPPER WIRE SHALL BE UTILIZED TO SPLICE CABLE TO ELECTRICAL SERVICE WIRE. A VERTICAL MOUT, SELF-CLOSIG, METALLIC, WEATHER-PROOF COVER AD GASKET SHALL BE PROVIDED AS A EGRESS PORT, WHCIH SHALL HAVE SUFFICIET ROOM FOR THE MALE PLUG TO EXIT AD ETER FOR TEMPORARY COECTIO TO EMERGECY GEERATOR. THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITALLY SIGED AD SEALED UDER RULE G-.00, F.A.C. JAMES P. SULLIVA, P.E. P.E. LICESE UMBER 09 0 CALLAWAY ROAD, SUITE 00 ROAD COUTY FIACIAL PROJECT ID GEERAL OTES TALLAHASSEE, FLORIDA 0 CERTIFICATE OF AUTHORIZATIO JACKSO ---0 T- Aovak //0 ::0 PM F:\fdt\\t0\CADD\0\signals\gnntsg0.dgn

5 SS SA EA LF LF LF EL. POLE LOCATIO= STA ' LT EA R/W LIE P P L Crown EL. CR 0A EA EA EA PI P AS EA EA 0 LF EA LF LF EL.0 POLE LOCATIO= STA ' LT EA EA LF - - EA EA LF EA R R Y Y Y G G G -SECT., -WAY -SECT., -WAY AS AS P P P P PED. SIGAL COUT-DOW -SECT., -WAY AS - - R/W LIE AS AS EA 0 LF EA EA LF EA 0 LF LF EL. POLE LOCATIO= STA ' RT - - L- L- EA R/W LIE AS EA PI LF 0 LF LF 0 LF LF 0 LF EA LF AS LF EA 0 LF 0 LF P Crown EL PI ' P 0 EA EA Crown EL.9 GAS GAS PI STA L- CR 0A Crown EL. P P P L- L TIMIG FUCTIO TIMIG FUCTIO MOVEMET UMBER MIIMUM GREE EXTESIO MAXIMUM GREE YELLOW CLEARACE ALL RED PEDESTRIA WALK PED. CLEARACE RECALL FLASHIG ' EA EA 0- - LF EA EA - - EA LF LF - - EA EA ' AS EL.0 POLE LOCATIO= STA ' RT - - COTROLLER TIMIGS 0 MI Y EA 0 MI Y AS AS. SURVEY SR WARIG: GAS MAI LOCATED I AREA OF COSTRUCTIO LOOP OF LOOPS OF EW DETS. " = 0' DETECTORS FOR LOOPS L- L- L- L- L- L- L- L- L- L- R/W LIE CHAEL DELAY TIME (SEC) DELAY TIME IS IITIAL AD MAY REQUIRE FIELD ADJUSTIG AS DIRECTED BY PROJECT EGIEER. THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITALLY SIGED AD SEALED UDER RULE G-.00, F.A.C. JAMES P. SULLIVA, P.E. P.E. LICESE UMBER 09 0 CALLAWAY ROAD, SUITE 00 TALLAHASSEE, FLORIDA 0 CERTIFICATE OF AUTHORIZATIO ROAD COUTY FIACIAL PROJECT ID JACKSO ---0 SIGALIZATIO T- Aovak //0 :: PM F:\fdt\\t0\CADD\0\signals\plansg0.dgn

6 STRAI POLE SCHEDULE Catenary Wire Mount Messenger Wire Mount (If Applicable) Dim. A (If Applicable) Catenary Wire Mount Messenger Wire Mount (If Applicable) Dim. A (If Applicable) ID POLE LOCATIO CROW POLE GRADE STATIO OFFSET ELEVATIO ELEVATIO TYPE T ' RT..9 P-V T ' RT.0. P-V T ' LT.0. P-V T ' LT.. P-V POLE LEGTH (L) POLE HEIGHT (H) DEPTH (D) DIMESIO (A) PAY ITEM UMBER Steel Pole Length (L) Final Grade STEEL STRAI POLE DIMESIOS Types PS-IV through PS-X (See Index for Pole and Foundation Details) Concrete Pole Length (L) Foundation Depth (D) Concrete Pole Height (H) Final Grade '-" COCRETE STRAI POLE DIMESIOS Types P-III through P-VIII (See Index for Pole Details) SCHEDULE OTES: For Steel Strain Poles, work with Index. Dimensions 'H' and 'D' are not required. For Concrete Strain Poles, work with Index. THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITALLY SIGED AD SEALED UDER RULE G-.00, F.A.C. JAMES P. SULLIVA, P.E. P.E. LICESE UMBER 09 0 CALLAWAY ROAD, SUITE 00 TALLAHASSEE, FLORIDA 0 CERTIFICATE OF AUTHORIZATIO ROAD COUTY FIACIAL PROJECT ID JACKSO ---0 STRAI POLE SCHEDULE T- Aovak //0 :: PM F:\fdt\\t0\CADD\0\signals\pldtsg0.dgn

7 OTES LEGED. UMBERS LEFT OF BORIG IDICATE STADARD PEETRATIO TEST (SPT) -VALUES FOR I. PEETRATIO (ULESS OTHERWISE OTED) SOIL BORIG LOCATIO SILTY FIE SAD (SM).. WATER ELEVATIO SHOW IS THE WATER ELEVATIO ECOUTERED, FLUCTUATIOS I THE ELEVATIO OF WATER SHOULD BE EXPECTED. SOIL S, TEST DATA, AD STADARD PEETRATIO VALUES SHOW ARE FOR THE SOIL BORIG OLY AD MAY OT APPLY TO AY OTHER LOCATIOS EXCEPT AT THE LOCATIO OF THE SOIL BORIG. EXTRAPOLATIO OF THE SOIL BORIG DATA TO OTHER LOCATIOS IS THE SOLE RESPOSIBILITY OF THE PERSO PERFORMIG THE EXTRAPOLATIO. MEASURED WATER LEVEL ESTIMATED "ORMAL" SEASOAL HIGH GROUWATER TABLE LABORATORY TESTIG RESULTS WATER COTET -00 SIEVE Wc= -00= GRAVELLY SAD (GP-GM) MAUAL LIQUID LIMIT LL= GRAULAR MATERIALS RELATIVE DESITY SPT (BLOWS/ I.) SILTS AD CLAYS COSISTECY SPT (BLOWS/ I.) PLASTIC IDEX UIFIED SOIL CLASSIFICATIO GROUP SYMBOL PI= (SM) VERY LOOSE LESS THA VERY SOFT LESS THA LOOSE - 0 SOFT - MEDIUM DESE 0-0 FIRM - DESE 0-0 STIFF - VERY DESE GREATER THA 0 VERY STIFF - 0 HARD GREATER THA 0 SPLIT-SPOO: ISIDE DIAMETER:. I OUTSIDE DIAMETER:.0 I AVG. HAMMER DROP: 0.0 I HAMMER WEIGHT: 0 LBS HAMMER TYPE: MAUAL SURVEY SR BORIG LOCATIO MAP SP- SP- SP- 9 0 SP- 0 0 Feet 0 THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITALLY SIGED AD SEALED UDER RULE G-.00, F.A.C. MYRO L. HAYDE, P.E. P.E. LICESE UMBER 0 EVIROMETAL & GEOTECHICAL SPECIALISTS, IC. 0 ORTH MAGOLIA DRIVE TALLAHASSEE, FLORIDA 0 CERTIFICATE OF AUTHORIZATIO 0000 ROAD COUTY FIACIAL PROJECT ID JACKSO ---0 REPORT OF CORE BORIGS ( OF ) T- anovak //0 :: PM F:\fdt\\t0\CADD\0\geotech\SGGEO0.DG

8 anovak //0 :9: PM F:\fdt\\t0\CADD\0\geotech\SGGEO0.DG 0 BOR # STA. OFF. ELEV. DRILLER HAMMER RIG SP- + SURVEY 0 FEET LEFT. FEET 0//0 U. THOMAS MAUAL BR- BOR # STA. OFF. ELEV. DRILLER HAMMER RIG SP- 9+ SURVEY FEET RIGHT. FEET 0/9/0 U. THOMAS MAUAL BR- 0 ELEVATIO (FEET) ELEVATIO (FEET) Wc= -00= Wc= -00= PI= LL= Wc=9-00=0 Wc= -00= PI= LL= Wc= -00= Wc= -00= PI= LL= 9 BORIG TERMIATED AT ELEV. 0. FEET BOR # STA. OFF. ELEV. DRILLER HAMMER RIG 9 SP- BORIG TERMIATED AT ELEV. 0. FEET VERY LOOSE GRAY SILTY FIE SAD (SM) LOOSE BROW STIFF GRAY AD BROW VERY STIFF GRAY AD BROW FIRM RED AD GRAY STIFF RED AD GRAY 9+ SURVEY FEET LEFT. FEET 0/9/0 U. THOMAS MAUAL BR- MEDIUM DESE BROW SILTY FIE SAD (SM) LOOSE BROW MEDIUM DESE GRAY AD RED STIFF BROW Wc= -00= Wc= -00= PI=9 LL=9 Wc= -00= Wc= -00= PI= LL= Wc=0-00= Wc= -00= PI= LL= 9 0 BORIG TERMIATED AT ELEV. 0. FEET BORIG TERMIATED AT ELEV. 9.0 FEET LOOSE GRAY SILTY FIE SAD (SM) LOOSE BROW MEDIUM DESE TA LOOSE BROW STIFF GRAY AD RED FIRM GRAY AD RED STIFF GRAY AD RED FIRM BROW BOR # STA. OFF. ELEV. DRILLER HAMMER RIG SP- 0+0 SURVEY FEET RIGHT.0 FEET 0/0/0 U. THOMAS MAUAL BR ELEVATIO (FEET) ELEVATIO (FEET) THE OFFICIAL RECORD OF THIS IS THE ELECTROIC FILE DIGITALLY SIGED AD SEALED UDER RULE G-.00, F.A.C. MYRO L. HAYDE, P.E. P.E. LICESE UMBER 0 EVIROMETAL & GEOTECHICAL SPECIALISTS, IC. 0 ORTH MAGOLIA DRIVE TALLAHASSEE, FLORIDA 0 CERTIFICATE OF AUTHORIZATIO 0000 ROAD COUTY FIACIAL PROJECT ID JACKSO ---0 REPORT OF CORE BORIGS ( OF ) T-