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m v . 111111UHCity of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001624-2021 Phone: (813)780-0020 Issue Date: 03/04/2021 Fax: (813)780-0021 Permit Type: Electric Service Replacement/Misc Property Number Street Address 34 25 21 0000 29900 0000 7470 Gall Blvd Owner Information 'Permit Information Contractor Information Name: FDOT Permit Type:Electric Service Replacement/M Contractor: HIGHWAY SAFETY Class of Work:Add/Alter Commercial DEVICES INC Address: 11201 Mckinley Dr Building Valuation:$0.00 TAMPA,FL 33612 Electrical Valuation:$1,200.00 Phone: (813)780-0000 Mechanical Valuation: ,^� Plumbing Valuation: C I Total Valuation:$1,200.00 Total Fees:$0.00 /� f Amount Paid:$0.00 Date Paid: Project Description ELECTRIC FOR TRAFFIC LIGHT INSTALLED AT POLE Application Fees Electrical Permit Fee- $0.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the _ local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE" PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills,Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 759 — fal[!�[[[. ![_[[saaaaasualus . Owner's Name City.Of Zephyerhills owner Phone Number 813-780-0000 . Owner's Address 5335 8th Street owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7470 GaIJ BOule.Vard' LOT# SUBDIVISION PARCEL ID# ' (OBTAINED FROM PROPERTY TAX NOTICE) - WORK PROPOSED NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C. .1200 =PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS' = ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Highway Safety Devices SIGNATURE REGISTERED Y/N FEE CURREN ' Y/N. - Addres.s _Ah:Hnmey Road Tama FL 33610 License# EC0002114. ELECTRICIAN COMPANY Highway Safety Devices. SIGNATURE REGISTEREo Y/N FEE wRREN Y/N Address s480.Hamey Road;Tampa,FL 33610 license# EC0002114 PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN .. ILL Address License# MECHANICAL COMPANY 'SIGNATURE REGISTERED - Y/N FEE CURREN Y/N - Address License# r OTHER COMPANY SIGNATURE RE6ISTERED •Y'/N• -FEE CURREN Y/N' -. Address License# [fi.laI IK1la gas I[[f,!aaga4.1atotal[■■1[If[a[[IIIiaa-[1!■!.[1[[la111'1 a a a2-1aIaitI RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary.Facilities&1 dumpster;Site Work Permit for s6bdivisionsllarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions:' . Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(AIC upgrades over$7500) Agent(for the contractor)or Power.of Attorney(for-the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Sewers Service Upgrades A/C Fences(Plot(Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law:If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727.847-8009. ' Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges In Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida.Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a.pemmit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit Issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT 3MM-___ OR AN ATTORNEY BEFORE RE NOTICE OF COMEIENCEMENT FLORIDA JURAT(F.S.117.03) OWNERORAGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this S cri ed nd sworn ( r a fore a this by �iby Who is/are personally known to me or has/have produced Wh r are personally known to me or has have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. �+1Q Name of Notary typed,printed or stamped Na ped,printed or starhpeFd � J Pu'•.• MICHELLE D JORD Map. �� Notary Public-StateCommission N GG•' My Comm.Expires JaBonded through National N Highway 6480 Harney Road '01 _SA fE.�ty Tampa,FL 33b10 Office 813-.759-1559 I3eV1ces Fax 813=757-0924 March 1,2021 City of Zephyrhills Building Department 5335 8th Street Zephyrhills,FL 33542 Phone: 813480-0020 Fax: 813-780=0021 Reference: Permitting Letter of Authorization(EC0002114) To whom it.may concern: I James J.;Smith hereby authorize Buck Steele to act on my behalf in all matters relating to my Florida EC License,EC0002114,to include permitting. Any and all acts carried out by Buck Steele on my behalf,regarding my EC license,-shall have the same effect as acts of my.own. Sincerely,: . ames J. Smith Highway Safety Devices, Inc. EC00021.14 ".l rAfic Sid,gals Guardrail I11telligeilt Tki lice systeoiis° lighting �Sig-lis Irt 4 i A� ti f i � ~ Y Jif G y i g7 � 11 - project No. Sfieet of Project:. Date: Subject UeSigned by:. Checked By:=- : . vz Aig - 7 CITY OF ZEPHYRHILLS CH LE TALLAHASSE JACKSONVILLE PENSACOLA FORT WALT CONTRACT PLANS FOR BEACH LAKE PA CITY CITYITY ST AUGUSTINE SR 39/US 301/GALL BOULEVARD G S ILLS FROM SOUTH OF DAUGHTERY ROAD TO NORTH OF PRETTY POND ROAD PROJECT LOCATION CALA DAYTONA BEACH INDEX OF SIGNALIZATION PLANS DELAN, PASCO COUNTY SHEET NO. SHEET DESCRIPTION FDOT PERMIT 2019-C-798-00005 ALA :rssy; MELBOURNE NEW PORT RICHEY COCOA T-1 KEY SHEET r T-2 SIGNATURE SHEET �o TAMPA LAKE T'Pi ST PETERSBURG BART qy9� T-3 TABULATION OF QUANTITIES '+F T-4 GENERAL NOTES SARASOTA- FT PIERCE BRADENTON T-5 SIGNALIZATION PLAN (01) T-6 SIGNALIZATION PLAN (01A) MISC. DETAILS BEACH WEST PALM T-7 SIGNALIZATION PLAN (02) TO HERNANDO FT MYERS COUNTY T-8 SIGNALIZATION PLAN (03) TO DADS CITY TO BUSHNELL NAPLES FT LAUDERDALE T-9 SIGNALIZATION PLAN (03A) MISC. DETAILS T-10 MAST ARM TABULATION SHEET R !I MIAMI T-11 STANDARD MAST ARM TABLE OF VARIABLES / T-12 SPECIAL MAST ARM TABLE OF VARIABLES 6 s S iJOE 3 D 2 fi s T-13 GUIDESIGN WORKSHEET (01) T-14 GUIDESIGN WORKSHEET (02) _ CLINT50 KEY WEST T-15 COMMUNICATION PLAN (01) PASADENA :: a. T-16 COMMUNICATION PLAN (02) NCTS. '� II O ENTfRPN SE 1 8 T-17 SPLICE DETAIL A T. LEO —e 9 i NURSERY CUNT N3t�s.l� TOcE4l. i T-18 SPLICE DETAIL B I'll T-19 SPLICE DETAIL C IN — I6 -REUP a 100 T-20 & T-21 REPORT OF CORE BORINGS IT HILL )E.L.LER LIE IT T-22 & T-23 SUBSURFACE UTILITY DATA END PROJECT SURVEY SR 39 = - STA. 446+00.00 I9 - t ® 23 2+ ly ® 20 I 20 I O EE2R2 RILL j9 RICHLUC TO POLK 30 ® @ C£MK— COUNTY —2 fi 25 9 2T 30 _ TO LAKELAND qua ifN LUL6ERT j 3I ! : 3 I3334c3ir 31 ® 32 TO LAKELAND FEBRUARY 26, 2020 GOVERNING STANDARD PLANS: Florida Department of Transportation, FY2019-20 Standard Plans for Road and s >i 3P= 100% SUBMITTAL Bridge Construction and applicable Interim Revisions (IRs). fi 3 BEGIN PROJECT SURVEY SR 39 Standard Plans for Road Construction and associated IRs are available at the STA. 423+00.00 following website: http://www.fdot.gov/design/standard plans APPLICABLE IRs: TO TAMPA TO TAMPA TO PLANT CITY Standard Plans for Bridge Construction are included in the Structures Plans SIGNALIZATION PLANS Component ENGINEER OF RECORD: PREPARED FOR JOHN SEALS, P.E. NO. : 51505 GOVERNING STANDARD SPECIFICATIONS: KIMLEYHORN AND ASSOCIATES 655 NORTH Department of Transportation, January 2019 Standard Specifications CITY OF ZEPHYRHILLS 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL. 33602 for Road and Bridge Construction at the following website: BY (813) 620-1460 http://www.fdot.gov/programmanagement/Implemented/SpecBooks CERTIFICATE OF AUTHORIZATION NO. : 696 KimlienyoMorn ______ FISCAL SHEET YEAR NO. 19 T-1 2/27/2020 4:55:50 PM \\tamfo0l\FL TAM\TAM Roadwav\048797-City of Zeohvrhills\093-US 301 &Pretty Po. T IS ITEM HAS BEEN THIS ITEM HAS BEEN SIGNED AND SEALED BY DIGITALLY ` ��������r / THIS AND SEALED BY ��������� / SIGNED AND SEALED BYIGITALLY ��.P: ROeFR/ `%%'l- Al ..r'�•: . C//i ``` ��',,1 C E N sF�s' ''.� :•`��GQ'�1 C E N SF rs✓�;� Joseph A Roberts ��`�Q� '�,l E N sF Digitally signed by Kristina S LaCava No 51505 �o. No 78547 . % 2020.04.06 05:06:23 -04'00' No 77594 Date:2020.04.03 12:13:32-04'00' * ON THE DATE ADJACENT TO THE SEAL. * : : ON THE DATE ADJACENT TO THE SEAL. = * ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE PRINTED COPIES OF THIS DOCUMENT ARE Z PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED NOT CONSIDERED SIGNED AND SEALED %'0' NOT CONSIDERED SIGNED AND SEALED - '• STATE OF ,4i AND THE SIGNATURE MUST BE VERIFIED ,'p'.• STATE OF 4 AND THE SIGNATURE MUST BE VERIFIED 1 .. STATE OF 4.' AND THE SIGNATURE MUST BE VERIFIED R� O � ��` ON ANY ELECTRONIC COPIES. i�O�•. R� . / (' ON ANY ELECTRONIC COPIES. � t�•. A� O P �1��` ON ANY ELECTRONIC COPIES. • • O R l 1 � i/AND / R 1 i// a R l G�`% aNAL 65S NORTHKIMLEY-HORFRANKLIN STREETASSOCIATES, INC. ////`S"ONA i EN o 189ARENNA ENGINEERING, INC. KIMLSOUTHRORANGE AVENUE, SUITE 1000 '///S,�NAL �N�AND ASSOCIATES, INC. 5012 WEST LEMON STREET TAMPA, FL 33602 ORLANDO, FL 32801 I TAMPA, FL 33609 CERTIFICATE OF AUTHORIZATION NO.: 00000696 CERTIFICATE OF AUTHORIZATION NO.: 00000696 CERTIFICATE OF AUTHORIZATION NO.: 28410 JOHN R. SEALS, P.E. NO. 51505 JOSEPH A. ROBERTS JR., P.E. NO. 78547 KRISTINA S. LACAVA, P.E. NO. 77594 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61615-23.004, F.A.C. FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. SIGNALIZATION PLANS SIGNALIZATION PLANS SIGNALIZATION PLANS SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION T-1 KEY SHEET T-2 SIGNATURE SHEET T-2 SIGNATURE SHEET T-2 SIGNATURE SHEET T-11 STANDARD MAST ARM TABLE OF VARIABLES T-20 & T-21 REPORT OF CORE BORINGS T-3 TABULATION OF QUANTITIES T-12 SPECIAL MAST ARM TABLE OF VARIABLES T-4 GENERAL NOTES T-5 SIGNALIZATION PLAN (01) T-6 SIGNALIZATION PLAN (01A) MISC. DETAILS T-7 SIGNALIZATION PLAN (02) T-8 SIGNALIZATION PLAN (03) T-9 SIGNALIZATION PLAN (03A) MISC. DETAILS T-10 MAST ARM TABULATION SHEET T-13 GUIDESIGN WORKSHEET (01) T-14 GUIDESIGN WORKSHEET (02) T-15 COMMUNICATION PLAN (01) T-16 COMMUNICATION PLAN (02) T-17 SPLICE DETAIL A T-18 SPLICE DETAIL B T-19 SPLICE DETAIL C REVISIONS 1 JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILLS KIMLEY-HORN AND ASSOCIATES NO. 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. SIGNATURE SHEET TAMPA, FL 33602 SR 39 PASCO 18-093 T-2 CERTIFICATE OF AUTHORIZATION 696 Robert.Myers 4/2/2020 6:25:58 PM C:\Users\robert.myers\Desktop\093-US 301 &Pretty Pond\048797093\signals\SIGNSG0I.DGN TABULATION OF QUANTITIES PAY SHEET NUMBERS TOTAL GRAND _ THJS ITEM DESCRIPTION UNIT T-5 T-6 T-7 T-8 T-9 T-I5 T-J6 SHEET TOTAL NO. PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 630-2-11 CONDUIT, FURNISH& INSTALL, OPEN TRENCH LF 835 145 9190 1,705 2,275 5,940 5,940 530-2-12 CONDUIT, FURNISH& INSTALL, DIRECTIONAL BORE LF 450 445 1,115 345 2,355 2,355 632-7-1 SIGNAL CABLE - NEW OR RECONSTRUCTED INTERSECTION, FURNISH& INSTALL P/ 1 1 2 2 633-1-122 FIBER OPTIC CABLE, F&I, UNDERGROUND,13-48 FIBERS LF 290 30 320 320 633-1-124 FIBER OPTIC CABLE, F&I, UNDERGROUND, 144 FIBERS LF 3,605 3,160 6,765 6,765 633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 12 4 16 16 533-3-I1 FIBER OPTIC CONNECTION HARDWARE, F&/, SPLICE ENCLOSURE EA 3 1 4 4 633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 6 2 8 8 633-3-15 FIBER OPTIC CONNECTION HARDWARE, F&I, PRETERMINATED PATCH PANEL EA 6 2 8 8 635-2-11 PULL & SPLICE BOX, F&I, 17" x 30" x 18" EA I8 1 15 35 35 635-2-12 PULL & SPL ICE BOX, F&I, 24" X 36" X 30" EA I 10 9 20 20 635-2-13 PULL & SPL ICE BOX, F&I, 30" X 60" X 30" (RECTANGULAR) EA 3 1 4 4 639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 2 2 639-2-I ELECTRICAL SERVICE W/RE, FURNISH& INSTALL LF 400 230 630 630 639-3-11 ELECTRICAL SERVICE DISCONNECT, F&/, POLE MOUNT EA I 1 2 2 641-2-12 PRESTRESSED CONCRETE POLE, F&/, TYPE P-I/ SERVICE POLE EA 2 2 4 4 641-2-70 PRESTRESSED CONCRETE POLE, SHALLOW POLE REMOVAL, POLE 30' AND GREATER EA 2 2 2 645-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 8 8 15 16 545-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 8 8 8 649-21-01 MAST ARM, F&I, WIND SPEED-150, SINGLE ARM, 30' EA 2 2 2 549-21-10 MAST ARM, F&I, WIND SPEED-150, SINGLE ARM, 60' EA 2 2 2 649-21-15 MAST ARM, F&I, WIND SPEED-150, SINGLE ARM, 70' EA 1 1 1 649-21-21 MAST ARM, F&I, WIND SPEED-150, SINGLE ARM, 78' EA 1 2 3 3 650-1-14 TRAFFIC SIGNAL, FURNISH& INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 6 7 13 13 550-1-16 TRAFFIC SIGNAL, FURNISH& INSTALL ALUMINUM, 4 SECTION, I WAY AS 2 2 4 4 650-1-19 TRAFFIC SIGNAL, FURNISH& INSTALL ALUMINUM, 5 SECTION CLUSTER, I WAY AS 2 1 3 3 653-1-11 PEDESTRIAN SIGNAL, FURNISH& INSTALL, LED COUNTDOWN, 1 WAY AS 8 8 16 15 660-2-102 LOOP ASSEMBLY, F&I, TYPE B AS 2 2 4 8 8 660-2-106 LOOP ASSEMBLY, F&I, TYPE F AS 10 11 21 21 663-1-III SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CAB/NET ELECTRONICS EA I 1 2 2 663-1-112 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR EA 4 4 8 8 665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 8 8 16 16 670-5-117 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, I PREEMPTION AS 1 1 2 2 670-5-400 TRAFFIC CONTROLLER ASSEMBLY, MODIFY AS 1 I 2 2 682-1-113 ITS CCTV CAMERA, F&I, DOME PTZ ENCLOSURE-PRESSURIZED, /P, HIGH DEFINITION EA 1 7 2 2 684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH& INSTALL EA 1 1 2 2 684-5-1 MEDIA CONVERTER, F&/ EA 3 1 4 4 685-1-11 UNINTERRUPT/BLE POWER SUPPLY, F&I, LINE INTERACTIVE EA 1 1 2 2 700-1-50 SINGLE POST SIGN, REMOVE AS 700-3-201 SIGN PANEL, F&/ OVERHEAD MOUNT, UP TO 12 SF EA 19 6 14 14 700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH& INSTALL, OVERHEAD MOUNT, 12-18 SF EA 4 4 8 8 PAY ITEM NOTES. 641-2-70 ALL REMOVED ITEMS, INCLUDING ATTACHMENTS, SHALL BE RETURNED TO PASCO COUNTY AND PROTECTED FROM DAMAGE FOR REUSE. REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OFZEPHYRHIILLS �I+ NO. KIMLEY-HORN AND ASSOCIATES 150 ROAD NO. COUNTY WORK ORDER NO. TAB ULATIION OF QUA�y TIT Yw,5 655 NORTH FRANKLIN STREET, SUITE TAMPA, FL 33602 SR 39 PASCO 18-093 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/27/2020 5:07:49 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ 1. A mandatory pre-signalization meeting shall be held prior to start of the project. All material submittals shall be 25. Fiber optic interconnect cable should be a minimum of 144 single mode (trunk line) and a minimum of 24 single mode provided at the meeting or prior to the meeting. (drop cable), unless specified otherwise in the plans. 2. ALL controller and cabinet assemblies shall be in accordance with Pasco County Specifications 04-001 and 04-002 26. For fiber optic cable, the outerduct should be 4 inch diameter conduit with a trace wire. The innerduct should have three 1-inch diameter conduits. The innerduct should be red, yellow, and orange conduit. Any empty ducts should be 1) ALL cabinet assemblies shall be NEMA T52 TYPE I unless otherwise specified. equipped with a pull string and capped. 2) SCATS adaptive system requires 2070 controllers with proper SCATS firmware and specific intersection personality. 27. ITS pull boxes should be 24 inch width by 36 inch length by 30 inch depth with a concrete mow pad around the box. The cost of any SCATS software for the controller and the cost of the 2070 controller personalities and license shall ITS splice vaults should be 30 inch width by 60 inch length by 30 inch depth with a concrete mow pad around the box. be the responsibility for the contractor. ITS pull boxes and splice vaults shall have a fiber marker installed at each proposed location which shall read: Pasco County Traffic Ops. 3) For all isolated and other closed loop applications, the controller shall be NEMA controller with "ABC"connectors Warning Fiber Optic Cable and Buss communications and be compatible with the existing system software. Before Digging Call Pasco County 727-847-8187 4) For closed loop systems, verify controller and communications type with Pasco County. If Spread Spectrum Radio is And Sunshine One Call required, the pay item shall include radio, antenna, coax cable, connectors and polyphaser. 1800-432-4770 3. Prior to ordering the controller and cabinet assemblies, verify the type system that it will be used in. All 28. ITS pull boxes and splice vaults lids shall read "Pasco ATMS". controller and cabinet assemblies shall be fully compatible with the appropriate closed loop or SCATS system. Verify the type of communications to be used: radio, fiber or twisted pair. 29. Item #682-1-113: Cameras to be furnished by the contractor for installation by Pasco County Traffic Operations. Video cameras shall be Pelco Esprit Enhanced ES 6230-12P. 4. All signal pole foundations shall have a minimum of three 2" and one 1" PVC conduits. Unused conduits shall be run to the nearest signal pull box or signal cabinet, whichever is closest. 30. Fiber modems/media converters shall be type IFS Fiber Module D9130. 5. All traffic signal fixtures shall be wired and phased per the intersection wiring diagram provided by Pasco County 31. Network switches shall be Cisco consisting of the items listed below: Traffic Operations. Cable size shall be as called for in the wiring diagram. a. iE-4000-4GC4GP4G-E b. IE-4000-DNA-A-L 6. All spare conductors in traffic signal fixtures shall be connected to AC- in the fixture. All spare conductors in c. CIFIPiE4K5KIK9 the cabinet shall be connected to the ground buss bar. d. C1F1VIE4K5K1-03 e. CI-iSE-BASE-24P 7. All field wires in cabinet shall be identified with PANDUIT #PLF1M-C marker ties; or equivalent. f. C1-PI-LFAS-2K3K-K9 g. PWR-IE65W-PC-AC-= 8. All controller cabinet bases shall have one 4-inch conduit for future fiber optics communications. It shall be h. CON-SSSNT-iE40004G stubbed out to a fiber optics pull box. i. CON-ECMUS-CIFI4K5K 9. All ground rod connections shall be made using EXOTHERMIC weld ground connectors. 32. Contractor to coordinate with power company for installation of mast arm signal pole. 10. All unused reds shall be hard wired to 120V AC-, unless a Florida Department of Transportation approved plug-in 33. KNOWN UTILITY COMPANIES IN THE PROJECT LIMITS INCLUDE, BUT ARE NOT LIMITED jumper is used. TO: COMPANY CONTACT TELEPHONE 11. The top elevation of the controller cabinet base shall be equal to or greater than the crown of the road. CHARTER COMMUNICATIONS KIKER 813-862-0522 Technician service pad shall be a minimum of 4 inches above ground surface grade. The base shall be integrated with the CITY OF COMMU I CATLLS MIKE BRUCS 813-780-0000 base for the UPS as a single base for mounting of both the controller cabinet and UPS. The UPS placement shall be DUKE ESELLARS OLMO coordinated with Pasco County Traffic Operations. There shall be a minimum of two (2) feet separation between the DUKE ENERGY COMMUNICATIONS KRAIVUTHSTEPHANIE CHOEYKRAJANG 407-905-3376 813-877-7480 controller cabinet and the UPS cabinet. FRONPASCO COUNTY - TRAFFIC OPERATIONS DIVISION JACK KING 727-847-8139 12. All splices in the pole bases shall be made using 3M 3570G connector sealing packs or equal. All splices shall be TECO PEOPLES GAS - TAMPA JOAN DOMNING 813-275-3783 made at the hand hole. Splices shall be made per Pasco County standard splicing details. 13. All traffic signals shall be equipped with OPTICOM Reporter Series Emergency Vehicle Pre-emption. This shall include all components and wiring to provide a fully functional system, including green sensor harness. The detectors shall be paid under item 663-1-112 vehicle detector emergency preemption. All the equipment, hardware, interface panels including wiring shall be paid under ITEM 663-1-111 system axillaries interface panel. Detector type and placement shall be shown on the plans. 1) 721 detectors shall be used on all approaches of an undivided or multilane divided roadway to widen the detection zone. They shall also be used for any advance detectors when called for on the plans. 2) 722 detectors may be used for two approaches of an undivided roadway when the placement will allow. 14. All walk and don't walk pedestrian signals shall be LED count-down per FDOT specifications with a solid symbol display. All signs for the pedestrian signals shall be FTP-68B-06, Per FDOT Index 17355. 15. All pedestrian push button, audible, vibratory detectors shall be on the FDOT Approved Products List. 16. All internal illuminated street signs shall be edge lit LED. 17. All removed items shall be returned to Pasco County and protected from damage for reuse. 18. The UPS shall be a model P62000-ITS Powerback/ or equivalent, with automatic transfer switch and generator connection. It shall be housed in a separate base mount cabinet, see note 11 regarding the base. Check specification 19. All right turn arrows shall be controlled by an overlap controller output. The overlaps shall be omitted during the pre-emption of the signal and pedestrian movements when required. 20. All signal cables on span wires shall be attached to the messenger by use of lashing rods in place of tie wraps. 21. All splices shall between the loop and loop lead-in shall be made using 3M 3570G connector sealing packs or equal. Splices shall be made per Pasco County standard splicing details. 22. All loop lead-in cables shall be continuous with no splices. 23. No inductive loop lead-in shall be run across any span wire assembly. 24. Furnish and install all conduit using pay item 630-2-12 unless noted otherwise in the plans. REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS NO. KIMLEY-HORN AND ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. GENERAL NOTES 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 18-093 T-4 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/27/2020 4:55:53 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ I N N In b0 m D D T T o r C ~ w ~ ~ w < m LAJ rn rn 0t m D D T ➢ r Uw "D o ti T N a a rn"D V � wwwa <rn mI OO "'b N N W N N Pn To ro W o ym v n w ~ A y r p ~ m II I I I m o L/ m m I I I n / N N N D D r m I p I f �S. + n n o T _ 1� II CN N Iy N ^ T .�.'I'-"�� D lzil p W W N .`l m I d m V 14" b,ter'• I N m I n I I ' I•' I I '• } y n w N O w !� ~ T m �,� rnrnQ OA 'D ' . 1 I A p w mmr n�ci w w w ZAA `IA I �4. I I I I� f ro c N D D T mOr` V V N N � T� N N W � I I I I{ ■ I;��T I I�' m m7C O Oi m m 0 N O J:iy y y N r p ^` D D T I I I \i: ITIi : H ___ \ / - TWNVJEW /VEp m o 0 mT� = za rno� w Z • I y c� 99�G� �ooZ o� °1 c y 'x�v,� Aim ov, ~nom _ IJ D��c� w oz �oDZCm y0 b Rip •I I - r0 .. o qL. p ■ III 3 - � D ca>M— �A ti Q MEDICAL ARTS CT —— L a W(OL } i b z r :- T •�o. � ; ti •• III" "Dorn my I O Oi r V� •\ I II I!I A� h n O h�A O p N N i • I 1 I, t7t C V N N N r� A I v r r I `I 0% m m O rn <Z to I I n n oo W to to t\j o N t� I; b ~l O II I rn / I I too= Oi at m m C W D G7 co rn y ►. w p ^ I I D D T co rn N N A ~ II ` • I I I I o II ;I I r I c NH U P ` A W tNn � ntn r Dzc rT rn rn m e m m pD o� rn A w z D D rn r Ir - I • G) w O O to D T N zo II ID0 III 'I I I rn I ; AEI N w b UI O N OO I I I m by Ab TC II I 'II�NI' ryrN - < l D - ... II I I I I � g T m W N N r �. y 0~. I p I I• I iOI I I I m D 1~ I ; I m r -b nnnDT b / ii H I I I I I • I I A MATCH LINE STA 430+80.00 Ih �,b b a V1 lay O-0OZ O of a0i rn rn m C n N mA<< N N P� ,O In O lAn t'pil ,`�, �i rn ~. In T m Z 2'-I •.. N �.. h N N N rCl T T N rnmm m n p� o y V ! ~ Iv ammo u to p D r o t"azm rD x m o rD rl- -azm to ti to y 2 x - ; A In o m n o n � r b W SIGNAL DISPLAY DETAILS PEDESTRIAN DISPLAY DETAILS INTERNALLY ILLUMINATED OVERHEAD STREET NAME SIGN DETAILS Pz ®STARTCROSSINO FREE SWINGING, DOUBLE-SIDED VahhFO DONT START 6'-C I- 6'-0' F AA Crosmg E�� a 8R P8 Oo TO IMEREM IINAMO I Ga I I Blvd J Gall Blvd 700-5-22 2 EA R - "II 7239 7240 I 7240 7239 R Eti DONTCROSS R PED. SIGNAL (WB DIRECTION) (EB DIRECTION) Y Y -13 COUNT-DOWN PUSHBUTTON 1-SECT., 1-WAY TO CROSS 7-0 7'-0" _.i G G G -VJ 8 AS STREET NAME 653-'-" Ti Medical Arts Ct f I4- Medical Arts Ct Q 700-5-22 2 EA 4-SECT., 1-WAY 3-SECT., 1-WAY 5-SECT.. 1-WAY o 'o 2 AS 6 AS 2 AS FTP-698-06 650-1-16 650-1-14 1 650-1-19 i N 37900 j 37900 (SB DIRECTION) (NB DIRECTION) SIGN NOTES: 1. SEE GUIDESIGN WORKSHEET FOR ADDITIONAL DETAILS. SIGNAL OPERATING PLAN S.O.P. 7 MODIFIED STATIC SIGNS US 301 (MAJOR STREET) PHASES 2 & 6 MEDICAL ARTS CT (MINOR STREET) PHASES 4 & 8 TURNING P6 VEHICLES I IQ 6 TF 1 ( +® OS+®� TF 5 E 700-3-201 4 EA 8R P6 _ v TO 3010X'5R 30" TFZ (2 © TE6 4R A5 6 P4 4 OR � -- g P8 U-TURNI / \ I 8R TF 3 ®+® YIELD 700-3-201 I 4 EA TO R70-76 PHASE I 4R 5 PHASE 3 PHASE 4 RIGHT 30" X 36" TURN PHASE 2 DETECTORS FOR LOOPS CONTROLLER TIMINGS NUMBER DETECTOR DELAY LOOP OF CHANNEL (SEC) CONTROLLER PHASE 1,SR 2 4 4R 6 8 LOOPS DIRECTION WBL EDT SB EBL WBT NB L-5A I IA - INITIAL GREEN (MIN) 5 15 5 5 15 5 L-2A, L-28 2 2A, 28 - EXTENSION (GAP) 3.0 3.0 3.0 3.0 3.0 3.0 L-2C, L-2D 2 3A, 38 - MAXIMUM GREEN 1 35 50 35 35 50 35 L-4A 1 4A MAXIMUM GREEN 2 - - - CONTROLLER NOTES L-48 I 5A 5 YELLOW CLEARANCE 5.0 4.8 3.4 4.8 5.0 3.4 1. THE MAJOR STREET IS US 301 (SPEED LIMIT 45 MPH). THE MINOR STREET IS MEDICAL ARTS COURT L-1A I 6A a ALL RED CLEARANCE 2.0 2.0 4.3 2.0 2.0 4.3 (SPEED LIMIT NOT LISTED). L 6A, L-68 2 7A, 7B PHASE RECALL - MIN - - MIN 2. FLASHING OPERATION: MOVEMENTS 2 AND 6 WILL FLASH YELLOW. ALL OTHER MOVEMENTS SHALL L-6C, L-6D 2 SA, 8B - H. DETECTOR DELAY FLASH RED. L-8A 1 9A 3. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FDOT STANDARD PLANS 671-001. L-88 I IDA 5 WALK 7 7 7 7 4. ALL SIGNAL HEADS TO HAVE BACK PLATES WITH YELLOW REFLECTIVE BORDERS. FLASHING DON'T WALK - 16 31 - 19 30 5. IF PEDESTRIAN PHASE P2 IS ACTIVATED, PHASE 2R DISPLAYS A GREEN BALL. IF PEDESTRIAN DELAY TIME IS INITIAL AND MAY REQUIRE FIELD PHASE P4 IS ACTIVATED, PHASE 4R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE P6 IS ADJUSTMENT DURING INSTALLATION. NOTES: ACTIVATED, PHASE 6R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE P8 IS ACTIVATED, PHASE 1. SIGNAL TIMINGS ARE INITIAL AND MAY NEED FIELD 8R DISPLAYS A GREEN BALL. ADJUSTMENTS. REVISIONS JOHN SEALS, P.E. 1 SHEET KIMLEY-HORN AND ASSOCIATES DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS �T NO. ROAD N0. COUNTY WORK ORDER NO. SIGNALIZA ION PLAN (®1A) 655 NORTH FRANKLIN STREET, SUITE 150 HIS C DETAILS MILS TAMPA, FL 33602 SR 39 PASCO 18-093 T-6 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/27/2020 4:55:59 PM \\tamfp07\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ SIGNAL DISPLAY DETAILS cr 646-1-60 2 EA O 1O 4O 1 EA 642-2-7O Z LLI W z Feet LJl 2EA 646-1-6O O � L II O EXIST. R/W LINE Il'f1- r • Ec c�1 i c— _ _ 3-SECT., I-WAY 3-SECT., I-WAY �---��,,, --,Z 2 AS 8 AS ' TO BE REMOVED AS TO BE REMOVED AS PART NO.0F PAY641-2 I641-2-70 0EM PART NO.0F PAY 641-2-70ITEM EXIST. R/W LINE. - - . j I I �J PEDESTRIAN DISPLAY DETAILS LPG 1 _ D lIE - LP61 - - - - - s-" — - - - - - - L - - - - - - - - -o - - - - - - - - - - - - - - - - - - PED. SIGNAL _ _ _ _ _ _ _ - - F - - - \ - ___-.1 - - - COUNT-DOWN - 431 43Z sl 433 434 US 301/SR 39/GALL BOULEVARD 1-SECT., ]-WAY 1 � 8 EA Q -^ TO BE REMOVED AS _ — — PART OF PAY ITEM — NO. 646-1-60 Uj / m ti 2D — i . •- - - - - - — — �,Er�., ... I :Q - -- - - - - - - - - fi(bF= BT IF— psr DI - -__ __ _ t EXISTW - - 646-1-6O 2EA . R/ LlNE > �� o EXIST. R/W LINE STA 432+23.3O 641-2-70 1 EA 145 LF 63O-2-11 I EA 635-2-11 fiIIV 2 EA 66O-2-1O2 n`1 w 2 EA 646-1-6O REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILLS NO. 655KIM NORTH NFRANKLIN AND AS OC STREET,S ROAD NO. COUNTY WORK ORDER NO. SIGNALIZAT O \y PLAT\y (02) 655 NORTH SUITE 150 TAMPA, FL 33602 SR 39 PASCO IS-O93 T-7 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/27/2020 4:56:07 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ © GROUND EL. 144.1' 3 RUNS 105 FT 1 - 2" PVC T.O.F. EL. 144.6' 35 LF 630 2 12 STA 439+74 105 LF 630-2-12 1 EA 635-2-11 EXIST. R/W LINE PROPOSED ELECTRICAL GROUND EL, 138.2' 63.00' LT (1) HIGH VOLTAGE 2 EA 660-2-106 SERVICE POINT: O T.O.F. EL. 140.2' 2 RUNS ]0 FT (1) LOW VOLTAGE ROADWAY 2 RUNS @ 55 FT 0 10 40 r TA 10 LF 630-2-12 (1) SPARECROWN EL. 2 RUNS 50 FT 630-2-11 55 LF 50.544LT84 142.2' 2 EA 635-2-11 V( d 630-2-11 50 LF 635-2-11 1 EA 3 RUNS @ 10 FT Feet 1 EA 649-21-21 . r 646-1-11 2 EA 639-3-11 1 EA 630-2-11 10 LF I EA 663-1-112 p 665-1-11 2 EA 639-2-1 55 LF 635-2-11 3 EA (1) HIGH VOLTAGE a OI (1) HIGH VOLTAGE 641-2-12 1 EA 649-21-10 1 EA (1) LOW VOLTAGE 12.47 KV, OHE EXIST. Q (1) LOW VOLTAGE 1) POWER 663-1-112 1 EA DUKE ENERGY POWER I— ' (1) SPARE (1) HIGH VOLTAGE EXIST. R/W POLE I W - r (1) LOW VOLTAGE LINE !: _BT(B)_ _ 'DN ' . (1) SPARE 2 RUNS 15 FT z sa: 3) _.a=QE, I E-�(t5T.`POWER POLE 15 LF 630-2-12 I ` ;.I 1 - 2" PVC NOTE: I EA 646-1-11 ) = "i ` 630-2-I 1 45 LF POLES 'E' AND 'F': FRONTIER COMMUNICATIONS STA 436+82.90 �` u• r a%�rfD1 - TO RELOCATE BURIED 2"/4" TELEPHONE 1 EA 665-1-1] _ (8)___, �).�; _ • 635-2-11 1 EA CONDUITS IN CONFLICT WITH SIGNAL POLE 320 LF 630-2-11 (1) HIGH VOLTAGE \ • \ I r �� 560-2-106 3 EA FOUNDATIONS. CONTRACTOR TO PROVICE 106 1 EA 635-2-11 (1) LOW VOLTAGE �\ DAYS ADVANCE NOTICE TO FRONTIER FOR 2 EA 660-2-102 RELOCATIONS.•V T '2I3 P6 1 ^-" - �{ , • _ 4 RUNS 155 FT • • • �P4 y I ; • 630-2-12 155 LF — — — • • f5� O mss• Y' r E-=" 639 2 1 155 LF — FUT1#RE 4-SECTION — — —Y 442 (1) HIGH VOLTAGE 437 439 FUTURE SIGNAL 6 0 HEAD Pa C 6 _ i ��` , (1) LOW VOLTAGE 6D HEAD ,+ (1) POWER 300' DWAY CROWN 6 ;RO-AOWAY L-6A — — — _— (1) SPARE 6C EL. 144.2' — 30 LF 630-2-1] X2.47 KViOHE � ' • 300' 2C 1 EA 646-1-11 DUKE ENERGY i, • I EA 665-1-11 US 301/SR 39/GALL BOULEVARD L-zA _ 3. ; E FUTURE SIGNAL (1) HIGH VOLTAGE L_2B HEAD — — _ — (1) LOW VOLTAGE ; —# —— — • /r — — —— HEAD1 • , i i ~— — T - E Pz 1_ = • —_— _ — —_�-- fTII470 EXIST. R/W LIE b ; 7 — — — — 630- 1 EA T(D)- _ _= BT(D)- - - — SDI (YO)CF - '3 Dl -BT(D) ( ) (1) HIGH VOLTAGE FOC( I 2' PVC — — ——�II I EXIST. \' h EXIST. R/W LIN (1) LOW VOLTAGE AT, ' CABINET: 25 LF 630-2-11 POWER C EXIST �+: 1 EA 635-2-12 POLE POWER I. 4 RUNS 10 LF 2 RUNS @ 45 FT `POLE j ' p 2 RUNS 20 FT GROUND EL. 139.3' 3 EA 660-2-106 45 LF 630-2-11 ROADWAY . 630-2-I1 ]0 LF 630-2-11 20 LF T.O.F. EL. 139.8' CROWN EL: 632-7-1 1 P! 2 EA 646-1-11f ,P_. 646-1-i1 1 EA 639-1-122 1 AS STA 440+88 OGROUND EL 142.4 2 EA 665-1-11 141.6' ' co ; 665-1-I1 1 EA 101 ' RT 639-2-1 10 LF T.O.F. EL. 142.9' 639-2-1 10 LF 3 RUNS @ 5 FT � ' 00 663-1-111 7 EA STA 439+68 (1) HIGH VOLTAGE -� 0 630-2-11 10 LF 630 2-17 5 LF 97.5' RT (1) LOW VOLTAGE I� (1) HIGH VOLTAGE 641-2-12 1 EA 670-5-111 1 EA 2 RUNS @ 5 FT (1) LOW VOLTAGE 635-2-11 3 EA 684-1-1 1 EA LEGEND: 5 LF 630-2-11 685-1-11 I EA 649-21-21 1 EA ♦ OPTICOM DEVICE 2 EA 635-2-i1 3 RUNS @ 125 FT 663-1-112 I EA d (1) HIGH VOLTAGE 1 EA 649-21-10 125 LF 630-2-12 ' 682-1-113 1 EA (1) LOW VOLTAGE CCTV CAMERA I EA 663-1-112 ( (1) HIGH VOLTAGE 1 - 2" PVC (1) HIGH VOLTAGE (1) SPARE ■--- PROPOSED SIGNAL HEAD (1) HIGH VOLTAGE (1) LOW VOLTAGE 630-2-11 35 LF (1) LOW VOLTAGE (1) POWER FUTURE SIGNAL HEAD (1) LOW VOLTAGE (1) SPARE 635-2-11 1 EA (1) SPARE 660-2-106 3 EA REVISIONS JOHN SEALS, P.E, SHEET DATE DESCR PTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS }�' p �+7 7�T PLAN 7�T NQ KIMLEY-HORN AND ASSOCIATES ROAD NO. COUNTY _WORKORDERNO. SILL\y�LI�Z171 JL lI®1 V �J1sA \y r®3J 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 18-093 T-8 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/28/2020 11:51:45 AM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ SIGNAL DISPLAY DETAILS PEDESTRIAN DISPLAY DETAILS INTERNALLY ILLUMINATED OVERHEAD STREET NAME SIGN DETAILS a PZ STAR SING TCROS ® w Fo FREE SWINGING, DOUBLE SIDED, DIRECTIONAL P4 V.5th a OONT START 6-0 6'-O' a Fn ing LIIIts— Blanca PS ❑ LII $R �� T FilthMEREMAINING O� Gall Blvd o Ga I I Blvd Q 700522 2 EA R 8 Ta h Cmatl,g 7450 7460 NI 7460 7450 R m OGNTCRGSS (WB DIRECTION) (EB DIRECTION) R PED. SIGNAL Y Y Y Yj COUNT-DOWN PUSHBURON I-SECT., 1-WAY TO CROSS b 8 AS STREET NAME 653-1-7] JI Pretty Pond Rd or I Pretty Pond Rd 700-5-22 2 EA 4-SECT., 1-WAY 3-SECT., 1-WAY 5-SECT., 1-WAY FTP-69B-06 N 2 AS 7 AS I AS , 37000 38000 38000 37000 650-1-16 650-1-14 650-1-19 (NB DIRECTION) (SB DIRECTION) SIGN NOTES: 1. SEE GUIDESIGN WORKSHEET FOR ADDITIONAL DETAILS. SIGNAL OPERATING PLAN STATIC SIGNS S.O.P. 7 MODIFIED US 301 (MAJOR STREET) PHASES 2 & 6 PRETTY POND ROAD (MINOR STREET) PHASES 4 & 8 1TURNING VEHICLES P6- -- - 700-3-201 4 EA v Tp 3R 6 30" X X 30" 1! 8R P6- - - "T13 56r U-TURN OR 5 1 1 P4 4 8 YIELD 2 EA ^ PS TO R10-16 gR �5 2 �, RIGHT 30" X 36" �-�P2TURN PHASE 1 2 PHASE 3 PHASE 4 -P2 PHASE 2 DETECTORS FOR LOOPS CONTROLLER TIMINGS NUMBER DETECTOR DELAY LOOP OF CHANNEL (SEC) CONTROLLER PHASE 8R 2 4 5 6 8 LOOPS DIRECTION SBL NB EB NBL SB WB L-5A 1 lA - INITIAL GREEN (MIN) 5 15 5 5 15 5 L-2A, L-2B 2 2A, 2B - EXTENSION (GAP) 3.0 3.0 3.0 3.0 3.0 3.0 CONTROLLER NOTES L 2L!4A2D 1 3 4A B -- ti MAXIMUM GREEN 1 35 50 35 35 50 35 MAXIMUM GREEN 2 - - - - - - 1. THE MAJOR STREET IS US 301 (SPEED LIMIT 45 MPH). THE MINOR STREET IS PRETTY POND ROAD L-4B 1 SA 5 ti YELLOW CLEARANCE 4.8 5.1 3.4 5. 1 4.8 4.8 (SPEED LIMIT 45 MPH EASTBOUND, WESTBOUND SPEED LIMIT IS UNLISTED). L-IA I 6A ALL RED CLEARANCE 2.2 2.0 4.5 2.0 2,0 2.5 2. FLASHING OPERATION: MOVEMENTS 2 AND 6 WILL FLASH YELLOW. ALL OTHER MOVEMENTS SHALL z FLASH RED. L-6A, L-68 2 7A, PHASE RECALL - MIN - - MIN - 3. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FDOT STANDARD PLANS 671-001. L-6C, L 6D 2 8A, 8B 1- ALL SIGNAL HEADS TO HAVE BACK PLATES WITH YELLOW REFLECTIVE BORDERS. L-3A 1 9A - DETECTOR DELAY5. IF PEDESTRIAN PHASE P2 IS ACTIVATED, PHASE 2R DISPLAYS A GREEN BALL. IF PEDESTRIAN L-8A 1 10A - WALK -- 4. 7 PHASE P4 IS ACTIVATED, PHASE 4R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE P8 IS L-BB 1 1A 5 FLASHING DON'T WALK0 ACTIVATED, PHASE 8R DISPLAYS A GREEN BALL. 6. TRAFFIC SIGNAL POLE FOUNDATION FOR POLE "H" TO BE INSTALLED 2' ABOVE EXISTING GROUND. DELAY TIME IS INITIAL AND MAY REQUIRE FIELD NOTES: CONTRACTOR SHALL PROVIDE ADDITIONAL SODDED EMBANKMENT/FILL MATERIAL TO GRADE DOWN TO ADJUSTMENT DURING INSTALLATION. 1. SIGNAL TIMINGS ARE INITIAL AND MAY NEED FIELD EXISTING GROUND FROM TOP OF FOUNDATION AT A SLOPE OF 4 TO 1. COST OF ADDITIONAL ADJUSTMENTS. FILL/GRADING TO BE INCLUDED IN THE UNIT COST FOR THE MAST ARM POLE. REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILLS KIMLEY-HORN AND ASSOCIATES ROAD ND. COUNTY WORK ORDER NO. SIGNALIZA 'ION PLAN (®3A) NO. 655 NORTH FRANKLIN STREET, SUITE 150 .p''C DETAILS TAMPA, FL 33602 SR 39 PASCO 18-093 T-9 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:23 PM \\tamfpOl\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ H - D H4 c H3 B A O O ® O YO ( OY YO SIGN 8 � O � O O • � SIGN A W2 ARM W4� W3�- f -I T MOUNTING 4 3 2 1 W1 HEIGHT H1 I (ARM M.H.) TOTAL ARM LENGTH TOP OF FOUNDATION ELEVATION * DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY H SIGNAL DATA SIGN DATA ANGLE DISTANCE FROM POLE / ID SHEE LOCATION TOP OF RDWY CROWN SIGNAL BACK PED. LUM. DISTANCE FROM POLE TOTAL ARM BTWN HEIGHT AND WIDTH OF SIGN PAINT NO. T BY STATION,OFFSET FOUND. ARM EL. V/H PLATES SIGNAL YIN ARM M.H. DUAL COLOR NO. EL. NDY/N Y/N 1 * 2 * 3 * 4 * LENGTHARMS A H1 WI B H2 W2 C H3 W3 D H4 W4 901270 PROPOSED LOADING A T-5 STA 429+50.00; 97.5' RT 150.1' 1 150.6' V Y N N 40.5' 3 57.5' 3 72.5' 4 -- 78.0' -- -- 7.0' 2.0' 7.0' 35.0' 2.5' 2.5' 76.0' 2.5' 3.0' -- 2 B T-5 STA 428+62.00; 96' RT 148.1' 1 148.2' V Y N N 16.5' 5 24.5' 3 -- -- 30.0' -- -- 5.0' 2.0' 6.0' 12.5' 2.5' 2.5' 28.5 2.5' 3.0' -- 2--- ----- -------------- ----- C T-5 STA 428+23.00, 46' LT 147.3' 1 147.4' V Y N N 33.0' 3 50.0' 3 65.0' 4 70.0' -- -- 7.0' 2.0' 7.0' 29.0' 2.5' 2.5' 68.5' 2.5' 3.0' -- - --- 2 D T-5 STA 429+29.00, 57.3' LT 151.7' 1 148.7' V Y N N 14.5' 5 23.0' 3 -30.0'-- -- 30.0' -- -- 5.0' 2.0' 6.0' 10.5' 2.5' 2.5' 28.5' 2.5' 3.0' -- 2--- ----- -------------- ----- E T-8 STA 440+88.00, 101' RT 139.8' 1 140.0' V Y N N 44.0' 3 61.0' 3 76.0' 4 -- 78.0' -- -- 6.0' 2.0' 8.0' 39.5' 2.5' 2.5' -- - --- 2 --- ----- -------------- ----- F T-8 STA 439+68.00; 97.5' RT 142.9' 1 141.6' V Y N N 38.0' 3 46.0' 3 -60.0' -- -- 6.0' 2.0' 6.0' 34.0' 2.5' 2.5' -- 2 - G T-8 STA 439+74.00; 63' LT 144.6' 1 144.2' V Y N N 56.0' 3 67.0' 3 78.0' -- -- 6.0' 2.0' 8.0' 52.0' 2.5' 2.5' 73.5' 2.5' 3.0' -- 2 H T-8 STA 440+84.00; 50.5' LT 140.2' 1 142.2' V Y N N 39.5' 5 49.5' 360.0' -- -- 6.0' 2.0' 6.0' 35.5' 2.5' 2.5' 53.5' 2.5' 3.0' -- FUTURE LOADING A T-5 STA 429+50.00; 97.5' RT 150.1' 1 150.6' V Y N N 36.0' 5 46.0' 3 57.5' 3 72.5' 4 78.0' -- -- 7.0' 2.0' 7.0' 32.0' 2.5' 2.5' 76.0' 2.5' 3.0' -- 2--- ----- -------------- ----- C T-5 STA 428+23.00, 46' LT 147.3' 1 147.4' V Y N N 28.5' 5 38.5' 3 50.0' 3 65.0' 4 70.0' -- -- 7.0' 2.0' 7.0' 25.0' 2.5' 2.5' 68.5' 2.5' 3.0' -- - --- 2 --- ----- -------------- ----- E T-8 STA 440+88.00, 101' RT 139.8' 1 140.0' V Y N N 39.5' 5 49.5' 3 61.0' 3 76.0' 4 78.0' -- -- 6.0' 2.0' 8.0' 35.5' 2.5' 2.5' -- 2--- ----- -------------- ----- F T-8 STA 439+68.00; 97.5' RT 142.9' 1 141.6' V Y N N 38.0' 3 46.0' 3 54.0' 4 60.0' 6.0' 2.0' 6.0' 34.0' 2.5' 2.5' -- - --- 2 --- ----- -------------- ----- G T-8 STA 439+74.00; 63' LT 144.6' 1 144.2' V Y N N 46.0' 5 56.0' 3 67.0' 3 78.0' 4 78.0' -- -- 6.0' 2.0' 8.0' 52.0' 2.5' 2.5' 73.5' 2.5' 3.0' -- 2--- ----- -------------- ----- H T-8 STA 440+84.00; 50.5' LT 140.2' 1 142.2' V Y N N 39.5' 5 49.5 3 58.0' 4 -- 60.0` J -- -- - -- 2 POLE ID NUMBER "A","B", "C", "D": NEW FDOT TRAFFIC SIGNAL MAST ARM/STEEL POLE NUMBER 14M115 POLE ID NUMBER "E","F","G","H": NEW FDOT TRAFFIC SIGNAL MAST ARM/STEEL POLE NUMBER 14MI16 REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILLS NO. KIMLEY-HORN AND ASSOCIATES 150 ROAD NO. COUNTY WORK ORDER NO. [ MEAS T ARM ULA A TII®N SHEET 655 NORTH FRANKLIN STREET, SUITE TAMPA, FL 33602 SR 39 PASCO 18-093 T-10 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:25 PM \\tamfpol\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301&Pretty Pond\048797093\signals\ STANDARD MAST ARM ASSEMBLIES DATA TABLE Table Date 09-06-29 STRUCTURE FIRST ARM SECOND ARM OF LL POLE DRILLED (deg) (deg) 1D DESIGNATION ARM FAA ARM SAAPOLE UAA UB SHAFT NUMBERS ID (ft.) ID (ft.) ID (ft.) (ft.) ID A A78/SH-P6/S A78/SH - - - - - P6/S 25 22 DS/20/5.0 B A3O/S-PI/S A30/S - - - - - P1/S 25 22 DS/12/4.5 C A7O/SH-P5/S A7O/SH - - - - - P5/S 25 22 05/18/5.0 D A3O/S-PI/S A30/S - - - - - P1/S 22 19 05/16/4.5 E A78/S-P6/S A78/S - - - - - P6/S 25 22 DS/25/5.O F A60/S-P4/S A6O/S - - - - - P4/S 24 21 05/18/5.0 G * H * * SEE "SPECIAL MAST ARM ASSEMBLIES DATA TABLE" SHEET. NOTES: FOUNDATION NOTES: 1. IF AN ENTRY APPEARS IN COLUMN "FAA", A SHORTER ARM IS REQUIRED. THIS IS OBTAINED BY 1. DESIGN BASED ON BORINGS PROVIDED BY AREHNA ENGINEERING, INC. REMOVING LENGTH FROM THE ARM TIP AND THE ARM LENGTH SHORTENED FROM "FA" TO "FAA". DATED FEBRUARY 15, 2O19. 2. IF AN ENTRY APPEARS IN COLUMN "UAA", A SHORTER POLE IS REQUIRED. THIS IS OBTAINED BY 2. DRILLED SHAFTS NOT LOCATED IN SIDEWALKS HAVE BEEN LENGTHENED REMOVING LENGTH FROM THE POLE TIP AND THE POLE HEIGHT, SHORTENED FROM "UA' TO "UAA". 6" PER STANDARD. SEE "MAST ARM TABULATION" SHEET FOR TOP OF SHAFT ELEVATIONS. 3. WORK THIS SHEET WITH THE SIGNAL DESIGNER'S "MAST ARM TABULATION" SHEET.SEE "MAST ARM TABULATION" SHEET FOR SPECIAL INSTRUCTIONS THAT INCLUDE NON-STANDARD HANDHOLD 3. FOUNDATION ASSUMPTIONS: LOCATION, PAINT COLOR, TERMINAL COMPARTMENT REQUIREMENT, AND PEDESTRIAN FEATURES. POLE A - BORING MA-O6 POLE E - BORING MA-01 4. WORK WITH INDEX 649-O3O AND 649-O31. CLASSIFCATION: COHESIONLESS SOIL CLASSIFICATION COHESSIONLESS SOIL FRICTION ANGLE: 32 DEG. FRICTION ANGLE: 3O DEG. 5. DESIGN WIND SPEED = 15O MPH (PASCO COUNTY). UNIT WEIGHT: 45 PCF UNIT WEIGHT: 45 PCF N-SPT #: 13 N-SPT #: 11 6. DESIGN STANDARDS: FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STRUCTURES DESIGN MANUAL, JANUARY 2O19. POLE B - BORING MA-O7 POLE F - BORING MA-O2 CLASSIFICATION COHESSIONLESS SOIL CLASSIFICATION: COHESSIONLESS SOIL DESIGN SPECIFICATIONS: FRICTION ANGLE: 31 DEG. FRICTION ANGLE: 31 DEG. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, JANUARY 2O19 AND UNIT WEIGHT: 47 PCF UNIT WEIGHT: 45 PCF FY 2O19-2O2O STANDARD PLANS. N-SPT #: 9 N-SPT #: 9 POLE C - BORING MA-O8 POLE G - BORING MA-O3 CLASSIFICATION: COHESSIONLESS SOIL CLASSIFICATION: COHESSIONLESS SOIL FRICTION ANGLE: 31 DEG. FRICTION ANGLE: 31 DEG. UNIT WEIGHT: 43 PCF UNIT WEIGHT: 5O PCF N-SPT #: 14 N-SPT #: 18 POLE D - BORING MA-O5 POLE H - BORING MA-O4 CLASSIFCATION: COHESIONLESS SOIL CLASSIFICATION: COHESSIONLESS SOIL FRICTION ANGLE: 29 DEG. FRICTION ANGLE: 32 DEG. UNIT WEIGHT: 43 PCF UNIT WEIGHT: 45 PCF N-SPT #: 5 N-SPT #: 14 REVISIONS JOSEPH A. ROBERTS JR., P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 78547 CITY OF ZEPHYRHILLS STANDARD AT7/l� 17O7111 MAST 11 A C� ARM A N� KIMLEY-HORN AND ASSOCIATES A \YJLf'17111QD L�Xl�ls� LJll(�L�� 189 5. ORANGE AVE, SUITE 1000 ROAD NO. COUNTY WORK ORDER NO. ASSELIES DA TA TABLE ORLANDO, FLORIDA 32801 SR 39 PASCO 18-O93 CJl T-11 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:26 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\struct\! SPECIAL MAST ARM ASSEMBLIES DATA TABLE Table Date 09-06-19 NUMBER OF STRUCTURE FIRST ARM FIRST ARM EXTENSION SECOND ARM SECOND ARM EXTENSION POLE LOCATIONS NUMBER FA(ft) FB(in) FC(in) FD(in) FE(ft) FF(in) FG(in) FH(in) SA(ft) SB(in) SC(in) SD(in) SE(ft) SF(in) SG(in) SH(in) UA(ft) UB(ft) UC(in) UD(in) UE(in) UF(deg UG(ft) I G 39 9.54 15.0 0.25 42 14.16 20 0.50 - - - - - - - - 24 21 20.67 24 0.50 - - I H 35.5 7.03 12.0 0.25 27.5 11.19 15 0.375 - - - - - - - - 26.5 23.5 18.32 22 0.375 - - SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.) Table Date 09-06-19 STRUCTURE FIRST ARM CONNECTION (in) First Arm Camber Angle = 2 Degrees SECOND ARM CONNECTION (in) Second Arm Camber Angle = 2 Degrees NUMBER #Bolts HT FJ FK FL FN FO FP FR FS FT #Bolts HT Si SK SL SN SO SP SR SS ST G 6 30 36 3 0.75 0.625 18 1.50 2.50 12 0.625 - H 6 30 36 3 0.75 0.438 17 1.25 2.50 12.5 0.438 - - SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.) Table Date 09-06-19 STRUCTURE POLE BASE CONNECTION (in) SHAFT AND REINF. LUMINAIRE AND LUMINAIRE CONNECTION NUMBER #Bolts BA BB BC BF DA(ft) DB(ft) RA RB RC RD(in) RE RF(in) LA(ft) LB(ft) LC(in) LD(in) LE LF(ft) LG(in) LH(in) LJ(in) LK(in) LL(deg) NOTES: G 8 42 2.50 2.25 45 18.50 5 11 19 10 8 - - 1. WORK WITH INDEX 649-031. H 8 38 2.50 2 40 17.0 5 11 19 10 8 2. DESIGN WIND SPEED = 150 MPH (PASCO COUNTY) FOUNDATION NOTES: 1. SEE "STANDARD MAST ARM ASSEMBLIES DATA TABLES" SHEET REVISIONS JOSEPH A. ROBERTS JR., P.E. 1 1 SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 78547 CITY OF ZEPHYRHILLS SPECIAL A�' AR NO. KIMLEY-HORN AND ASSOCIATES 189 S. ORANGE AVE, SUITE 1000 ROAD NO. COUNTY WORK ORDER NO. ASSE LIES DA TA TABLE ORLANDO, FLORIDA 32801 SR 39 PASCO 18-093 T-12 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:26 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\struct\/ ION NAM A (WB DIRECT/ON) ]QTY I2 STATION(S) SIGN NAME A (ES DIRECTION) ]QTY I2 STATION(S) • PANEL F BORDER 428+62 PANEL I BORDER 428+62 WIDTH 6'-0" tHDTH " 429+29 WIDTH 6'-0" IDTH I" 429+29 EIGHT n'-o" j4DII " EIGHT 2'-0" RADII o^ LEGEND white COLOR hife LEGEND White COLOR White COLOR Green 6'—O" COLOR Green 6'-0" SYMBOL(S) ANGLE X Y WID HT SYMBOL(S) ANGLE X Y WID HT 8'EM 8"EM o 8"EM 8"EM 0 1 4 4" 4 4" N `� 6"E • 5"E 6"E • 6"E BORDER .5 59.1" 5 BORDER SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" NUMBER LEGGI1 A.j.E.Q.fJJ.O LENGTH NUMBER 1LGQGZ Ed"e OT Lan LENGTH NO.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE N0.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY G 0 I B v d L COPY G 0 1 I 8 I v d L SPACE 7.6 15.8 24.3 29.1 38.7 47.4 51.3 59.1 56.7 EE ____F" 1- - I SPACE 7.6 15.8 24.3 29.1 38.7 47.4 51.3 59.1 56.7Iii COPY 712 3 9 L I Copy 7 2 4 0 L SPACE 6.5 12.3 18 23.7 22.1 SPACE 6.5 12.3 17.9 24.7 23.3 COPY 7 2 a 10 L COPY z 3 s 1 L SPACE 42.2 48.1 53.6 60.5 23.3 SPACE 43.3 49.2 54.9 60.6 Jitj COPY 1 1 1 1 COPY SPACE SPACE 13 COPY _EEEtEEE COPY SPACE SPACE COPY COPY SPACE SPACE IGN NAM B (NB DIRECTION) QTY 2 STATIONS) IGN NAME B (SB DIRECT/OW) [OTYI 2 STATION(S) PANEL I BORDER 428+23 PANEL BORDER WIDTH F7O" IDTH In 429+50 WIDTH T'-o" kGDTHII" 429+50 EIGHT 2,-0" RADII o„ EIGHT 2'-O" RADII o" LEGENDF white COLOR White LEGEND white I COLOR White 7'-0" COLOR Green 7'_O" COLOR Green SYMBOL(S) ANGL X Y WID HT SYMBOL(S) ANGL X Y WID HT 4 4 a" AR_Type D 89.9 6 14 6.4 9.6 - L `I 6"D .4" 4 4 4" AR-T e D 270 68.4 13.6 6.4 9.6 6"D 6.4" 6"D 1 D 0 4 N 14" ' • • 13.6" N 14" 6"D ' • 14" 14" 4 BORDER �I ' 6" 72" 6" BORDER TH=1" SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" 16"' 72" 6� SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE NUMBER 5Qj Ede OT Lan LENGTH NUMBER 2E 3Q3 Ed O!L J LENGTH NO.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE J WATT J VOLTAGE I NO. OF LIGHT FIXTURES IFIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE Copy M e Id Ii c lou IA Fr t s C Fj I L COPY M e d i c a I A r t s C t L SPACE 18.8 24. 1 1 -1 1 r 6 28.7 33.5 35.4 39.5 44 51 56.9 59.3 62 70.8 75.6 59.2 SPACE 6 11.7 15.9 20.7 22.6 26.6 31.2 38.1 44 46.5 49.2 58 62.7 59.2 Copy 3 7 9 0 0 L COPY 3 7 9 0 0 L SPACE 6.2 11.3 16.4 21.7 27.1 25.2 SPACE 52.4 57.5 62.6 67.9 73.4 L25.2 H 1 COPY COPY SPACE I L H I I I SPACE COPYF I F I I I I I I I I H LI 1 H H H I H COPY SPACE SPACE COPY I I I 1 I F I I ICOPY SPACE ] I I SPACE I I T } 11 1 1 IH I I f I COPY COPY SPACEl- 11 1 1 1 . I I I I I p I I I I I I [ [ I If I SPACE REVISIONS I JOHN SEALS, P.E. y� SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 LCITY OF ZEPHYIZHILLL7 NO. KIMLEY-HORN AND ASSOCIATES 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. GUIDESIGN WORKSHEET (01) TAMPA, FL 33602 SR 39 PASCO 18-093 T-13 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:27 PM \\tamtp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ SIGN NAM C (WE DIRECTION) QTY 2 STATION(S) dEN NAM C (ED DIRECTION) QTY 2 STATION(S) PANEL F BORDER 439+68 PANEL BORDER 439+68 WIDTH 6-O^ IDTH 1" 440+84 WIDTH 6,-0" IDTH I" 440+84 EIGHT 2'-0" RADII o" EIGHT '-O" RADII o" LEGEND White COLOR White LEGEND White COLOR white COLOR Green 6'_0" COLOR Green SYMBOL(S) ANGL X Y WID HT SYMBOLS) ANGL X Y WID HT 0 8"EM 8"EM o 8"EM 8"EM 1 4 4" a 6"E • • • • 6"E `� 6"E • • • • 6"E BORDER .5 59" .5' BORDER .5 59.1" 51 SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1^ SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" NUMBER GTNM7 Ed a Of Lan LENGTH NUMBER Ed Of Lan LENGTH NO.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COpy G a I I B 1 v d L Copy G 0 B 1 v d L SPACE 7.6 15.8 24.3 29.1 38.7 47.4 51.3 59.1 56.7 SPACE 7.6 15.8 24.3 29.1 38.7 47.4 51.3 59.1 56.7 COPY 7 a s 1 ° j COPY 7 a s o L SPACE 6.5 12.2 8 ] 73j 23.3 SPACE 6.5 12.2 19 25.1 23.6 COPY 17F4 4 s o L Copy 7T s a L SPACE 41.8 47.5 54.4 60.4 23.6 SPACE 42.2 47.9 54.6 60.5 23.3 COPY COPY SPACE SPACE COPY COPY SPACE SPACE COPY COPY SPACE SPACE SIGN NAM D (NB DIRECTION) _QTY I_2 STATION(S) SIGNNAMEI D (SB DIRECTION) QTY 2 STATION(S) PANEL BORDER 439+74 PANEL BORDER 439+74 WIDTH 8'-0" IDTH i" 440+88 WIDTH 8'-0" IDTH/" 440+88 EIGHT 2'-0^ RADII o" EIGHT 2'-0" RADII O" LEGEND White COLOR white LEGEND White COLOR White COLOR Green 8'_0" COLOR Green SYMBOL(S) ANGL X Y WID HT SYMBOL(S) ANGLE X Y WID HT 0 8"E - • • 8"E 8"E o 8"E - 8"E 8"E 1 4 4" 1 4 4" `� 6"E • • • : • • • 6"E 13" `� 6"E : •_- I , - ' • • • 6"E 13" BORDER g 84 2" 8 BORDER g'" 84.2 g SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" NUMBER ByPo55 Ed Of Lan LENGTH NUMBER ')EP9 E0fe Of Lan LENGTH NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY P r e t t y P o n d R d L COPY P e t t y P o n d R d L _I_I_ F_1_F_I_I_I_I SPACE1 5.9 13.4 17.8 23.1 _ j30.9 45 52.3 58.6 64.7 77.7 85.2 84.2 SPACE 5.8 13.3 17.7 23 26.9 30.8 44.9 52.2 58.5 64.6 77.6 85.1 84.2 COPY 37 00 0 L COPY 3 8 0 0 0 L SPACE 6 11.5 17.6 23.8 30.1 29.1 SPACE 6 11.7 17.6 23.8 30.1 29.1 Copy 38 00 0 L CDpy 3 7 0 0 0 L SPACE 60.9 66.6 72.5 78.7 84.9 29.1 SPACE 60.9 66.4 72.5 78.7 84.9 29.1 COPYII [ IIIH1HHCOPYIIIIIIlFIIIf [ HH SPACE SPACE COPY COPY I SPACE SPACE COPYIr1fHHJFI1__COPYCIL_HI ! ]_Hill SPACE SPACE REVISIONS JOHN SEALS, P.E. SHEET DATEJ DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILLS NO. KIMLEY-HORN AND ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. 1PUIJ�E.�I GN WORKSHEET (02) 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 18-093 T-14 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:27 PM \\tamfpOl\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ TIE INTO EXISTING CABINET: 4" CONDUIT WITH 3-1" INNERDUCTS 630-2-11 10 LF 4" CONDUIT WITH ro 633-1-122 10 LF 31" INNERDUCTS 630-2-12 1620 LF 633-3-15 2 EA 0 20 100 FIBER PULL BOX: 670-5-400 1 AS 633-1-724 620 LF 50 LF (SLACK)_633-1-122 684-5-! 1 EA Z - Feet I EA635-2-14 1 O I ( j ;1;'; EXIST. R/W LINE I y ; I EXIST. R/W LINE — 8FDcn_ — ———— J ,�F06 _==�Fe T(t F C(D): BJLD)_ =BF_OG(n) T B i rD}' FO E T' - -=8S0Cl�: )C(1�J' ' �f91 1__ BFOC(D)- Tom_ - —_— ' - - 1� --- �-- — - - - - - - T - 4" CONDUIT ITH - = =-_ = - - --- 1 �I�� - -x- - - - - _ ==_ __ __ _ _ _ _ . _ _ __ __ o - - a - - -- I �- _ BV_ E-.--_ 3 1" INNERDUCTS G T_ -- - �ICL_ - - (DJf4 " G'(D) Pif Ty-�- 3(p1! I 1 Ii(D) - G( -- -- -- G(D)------------- •- - G(D) sLt� 4s 1 = 630 2 12 ]SO LF J lI I o 633-1-124 150 LF — o _ _- — I= Gfa1— (�F - —- G(D} Ji J— — �feL -= — -- �(DI � . 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FIBER PULL 80X: 50 LF (SLACK) 633-1-724 3-1" INNERDUCTS 50 LF (SLACK) 633-1 124 „1 3-1" INNERDUCTS TOPLICE,:D ELI Ai t 1 EA 635-2-12 m 630-2-12 70 LF 1 EA 635-2-12 I 630 2-11 1I5 LF 1 633-1-124 50 EF (SLACK) 633-1'-122 20 L (SLACK) 633-7-]24 70 LF 4" CONDUIT WITH 4" CONDUIT WITH 633 ] ]24 I15 LF 633-1-124 100 LF (SLACK) 635 2-12 1 EA 3-1" INNERDUCTS 3-I" INNERDUCTS 633-2-31 4 EA 630-2-11 425 LF 75 LF 630-2-12 633-3-11 1 EA 633-1-124 425 LF 75 LF -1 633 -124 633-3-12 2 EA ti o 635-2-13 1 EA '-1 z v� q 4" CONDUIT WITH o '� P 3-1" INNERDUCTS —� rI B I t 630-2-11 310 LF! _ z w u EXIST. R/W LINE 'f al O � _# a D EXIST. 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RI LINE - h 4" CONDU;LTT CNITH� t� I;! 3-1" INNER&CTG i. — LICE VAULT: REFER PROPOSED CABINET: T. 4" CONDUIT WITH I SPLICE VAULT: REFER ; 630-2-111 18 LF P FIBER PULL 80X: /,� 0 SPLICE DETAIL 8. 4" CONDUIT WITH 3-1" INNERDUCTS TO SPLICE DETAIL B PROPOSED CABINET: 633-1-1J4 1!801 LF r 633-1-122 20 LF (SLACK) 3-1" INNERDUCTS 633-1-124 50 LF (SLACK) 630-2-11 645 LF I 20 LF (SLACK) 633-1-122 �' 4" CONDUIT WITH 633-1-124 100 LF (SLACK) 530-2-11 10 LF 635-2-12 1 EA 633-1-124 645 LF 100 LF (SLACK) 633-1-124 3-1" INNERDUCTS 633 2-31 4 EA 633-1-122 10 LF 4 EA 633-2-31 10 LF 630-2-11 FIBER PULL BOX: 633-3-11 1 EA 633-3-15 2 EA FIBER PULL BOX: I EAL -12_J 10 LF 633-1-122 50 LF (SLACK) 633-1-124 633-3-12 2 EA 684-5-1 1 EA 633-1-124 50 LF (SLACK) 2 EA 633-3-12 2 EA 633-3-15 1 EA 635-2-12 635-2-13 1 EA 635-2-12 1 EA I EA 635-2-13 1 EA 684-5-1 REVISIONS JOHN SEALS• P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHYLLS NO. KIMLEY-HORN AND ASSOCIATES 150 ROAD NO. COUNTY WORK ORDER NO. C®1v�I��JI U�yI AT O �v PLAN (01) 655 NORTH FRANKLIN STREET, SUITE TAMPA, FL 33602 SR 39 PASCO 18-093 T-15 CERTIFICATE OF AUTHORIZATION 696 robert.myer5 2/26/2020 2:21:29 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ 0 20 100 Feet wBT(B)_ i _ — —— s U.J � TIE -- -- — — �y- .—,r, c v. _ _i1 — _ I CONDUIT WIT s - -o j - - •GD) G ) _Ij "G(� �-I F�\ TIrlTI11 -- — —_- - - -- --�� ( 444 -- aas- 443'-------44a 449 =- r 4" CONDUIT WITH 442 _ - - 443 _ - _ - � - - - - _ — r c 3-1" INNERDUCTS f e" CONDUIT WITH _�� v i 4" CONDUIT WITH = _ 40 LF 630-2-12 _ - - - -- _3-1 INNERDUCTS ?_ - - -L` -- - 3-1" INNERDUCTS 40 LF 633-1-124 `- - - `- - -- --— __--�----- 12 630-2-]2 50 LF _- - - - . W 630-2- LF 633 --- ---- - - -- 633-1-124d35 35LF - - - -] 12450 LF .L" —BT�Bf — �BTI ) _ iiiTi=BT � i — — —— —_— - -— FIBER PULL BOX: FIBER PULL BOX: FIBER PULL BOX: 633-1-124 50 LF (SLACK) 533-1-124 50 LF (SLACK)4" CONDUIT WITH 4" CONDUIT WITH 4" CONDUIT WITH 50 LF (SLACK) 633-I-124 \ 3-1" INNERDUCTS 635-1-1Z 1 EA 3-1" INNERDUCTS -4 _J I EA 3-1" INNERDUCTS i EA 635-1-12 630-2-11 315 LF 630-2-11 355 LF 630-2-11 665 LF 633-1-124 315 LF FIBER PULL BOX: 633-1-124 355 LF FIBER PULL BOX: 633-1-124 665 LF 633-7-124 50 LF (SLACK) 633-1-124 50 LF (SLACK) FIBER PULL BOX: 635-1-12 1 EA 635-7-12 1 EA 50 LF (SLACK) 633-1-124 I EA 635-1-12 ci I ` , ------ + r- --------------4- ----__ '� - .z--- 4---- - ------�= h I-_�' . __ Q r--------- --- ----- ----- -- g SST-; 458 462 �F -- --- z:-ice.�_�_- Ir I ------ --------------_ Q ----��/_ — ==--4" C0NDUIT WITH -- ------------� 4„ CONDUIT WITH ,--- - -- -------- 3-1" INNERDUCTS '}- - ;3-1" INNERDUCTS fl W --�-----------_--_--- -_ ._- --_----___ 630-2-12 50 LF FIBER PULL BOX:--170 LF 630 2-7 1 - - - - - - - - - - 633-1-124 50 LF 50 LF (SLACK) 633-1-124 70LF ------ -- --- -__-_-_--- -- - - _-_ -�,. 1 EA 635-2-12 _- \ H 1 633 1 124 v� — h — it - - ----�-— --�-- --- "( �� — -� � ----- ---- �_ - I� -----------�-- � � • �� • « • - ■ •-_ -- -•_ � _ •- _�� - ��T+rte I J.t, __ __--- -- - i 633-1-124 50 LF (SLACK) 4" CONDUIT WfTH I I I I I III 635-1-72 1 EA I TIE INTO EXISTING CABINET: 3-d" INNERDUCTS SPLICE VAULT: REFER 4" CONDUIT WITH 3-1" INNERDUCTS 630-2-11 405 LF TO SPLICE DETAIL C 630-2-11 10 LF 4" CONDUIT WITH 633-1-124 405 LF 20 LF (SLACK) 633-1-122 3-1" INNERDUCTS FIBER PULL BOX: 633-1 122 70 LF 633-1-124 50 LF (SLACK) 100 LF (SLACK) 633-1-124 633-3-15 2 EA 630-2-11 570 LF 4 EA 633-2-31 633-1 124 510 LF 635 1-12 I EA 670 5 400 1 AS I EA 633-3-11 684-5-1 1 EA 2 EA 633-3-12 1 EA 635-2-13 REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE_ DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS NO. KIMLEY-HORN AND ASSOCIATES 150 ROAD,NO. COUNTY WORK ORDER NO. C®Mlvll U�Y1LCATIO �y PLAN (02) 655 NORTH FRANKLIN STREET, SUITE TAMPA, FL 33602 SR 39 PASCO 18-093 T-16 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:31 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ SPLICE ENCLOSURE ORANGE BUFFER TUBE GREEN BUFFER TUBE BROWN BUFFER TUBE SLATE BUFFER TUBE WHITE BUFFER TUBE RED BUFFER TUBE PROPOSED 144 STRAND CAP AND SEAL SMFO TRUNK CABLE BLACK BUFFER TUBE FROM NORTH, ALONG US 301 YELLOW BUFFER TUBE VIOLET BUFFER TUBE ROSE BUFFER TUBE AQUA BUFFER TUBE SPLICE TRAY BLUE ORA GE GREEN BROWN r WLTE BLUE BUFFER TUBE CAP AND B A AT CABINET: SEAL Y W US 301 & DAUGHTERY ROAD A A CAP AND CAP AND SEAL SEAL 24 STRAND SMFO DROP CABLE z p¢ ¢ w w LH L z a w¢ TRUNK BUFFER TUBE DESIGNATIONS CODE COLOR DESIGNATION (1) BLUE(BL) PASCO COUNTY PUBLIC WORKS COMMUNICATIONS (2) ORANGE(OR) RESERVED FOR FUTURE USE (3) GREEN(OR) RESERVED FOR FUTURE USE w w (4) BROWN(BR) RESERVED FOR FUTURE USE co ro (5) SLATE(SL) RESERVED FOR FUTURE USE LU (6) WHITE(NH) RESERVED FOR FUTURE USE (7) RED(RD) RESERVED FOR FUTURE USE �� zW (8) BLACK(BK) RESERVED FOR FUTURE USE ro cw (9) YELLOW(YL) RESERVED FOR FUTURE USE �u. (10) VIOLET(Vl) RESERVED FOR FUTURE USE (11) ROSE(RO) RESERVED FOR FUTURE USE (12) AQUA(AG) RESERVED FOR FUTURE USE PROPOSED 24 STRAND LEGEND SMFO DROP CABLE TO ETHERNET SWITCH TERMINATION CONFIGURATIONS CABINET AT: ARE GENERIC. CONTRACTOR IS RESPONSIBLE FOR US 301 & DAUGHTERY ROAD DETERMINING/ENSURING PROPER TERMINATION. FUSION SPLICE BUFFER TUBE SPLICE OR EXPRESS ENTIRE o ooaoo 000000 000000 0000ao BUFFER TUBE AS NOTED GIGE SWITCH NOTES: 1. FIBER INTERCONNECT CENTER RACKS ARE SCHEMATIC ONLY- ACTUAL EQUIPMENT FORM MAY VARY. REVISIONS IJOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS NO. KIMLEY-HORN AND ASSOCIATES SPLICE ICE DE TAIL 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. JI-Xs lLs TAMPA, FL 33602 SR 39 PASCO 18-093 T-17_j CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:32 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ SPLICE ENCLOSURE ORANGE BUFFER TUBE EXPRESS THROUGH ORANGE BUFFER TUBE GREEN BUFFER TUBE EXPRESS THROUGH GREEN BUFFER TUBE BROWN BUFFER TUBE EXPRESS THROUGH BROWN BUFFER TUBE SLATE BUFFER TUBE EXPRESS THROUGH SLATE BUFFER TUBE WHITE BUFFER TUBE EXPRESS THROUGH WHITE BUFFER TUBE PROPOSED 144 STRAND RED BUFFER TUBE r- EXPRESS THROUGH RED BUFFER TUBE PROPOSED 744 STRAND SMFO TRUNK CABLE SMFO TRUNK CABLE FROM SOUTH, ALONG US 301 BLACK BUFFER TUBE BLACK BUFFER TUBE FROM NORTH, ALONG US 301 EXPRESS THROUGH YELLOW BUFFER TUBE EXPRESS THROUGH YELLOW BUFFER TUBE.. VIOLET BUFFER TUBE EXPRESS THROUGH VIOLET BUFFER TUBE ROSE BUFFER TUBE EXPRESS THROUGH _ ROSE BUFFER TUBE AQUA BUFFER TUBE EXPRESS THROUGH AQUA BUFFER TUBE SPLICE TRAY ABLA BLUE A N BROW/ If SLATE/ BLUE BUFFER TUBE RED WHITE BLUE BUFFER TUBE AT CABINETS: Y KW US 301 & MEDICAL ARTS CT;US 301 & PRETTY POND RD Cqpq�SEAND C SEAND 24 STRAND SMFO DROP CABLE u w z w¢ £0 TRUNK BUFFER TUBE DESIGNATIONS CODE COLOR DESIGNATION (1) BLUE(BL) PASCO COUNTY PUBLIC ¢ WORKS COMMUNICATIONS (2) ORANGE(OR) RESERVED FOR FUTURE USE (3) GREEN(GR) RESERVED FOR FUTURE USE lw w (4) BROWN(BR) RESERVED FOR FUTURE USE wlm m (5) SLATE(SL) RESERVED FOR FUTURE USE ti U, (6) WHITE(WH) RESERVED FOR FUTURE USE (7) RED(RD) RESERVED FOR FUTURE USE (B) BLACK BK) RESERVED FOR FUTURE USE W cru- (9) YELLOW((YL) RESERVED FOR FUTURE USE ? (10) VIOLET(VI) RESERVED FOR FUTURE USE p� m (11) ROSE(NO) RESERVED FOR FUTURE USE (12) AQUA(AG) RESERVED FOR FUTURE USE PROPOSED 24 STRAND LEGEND SMFO DROP CABLE TO ETHERNET SWITCH TERMINATION CONFIGURATIONS CABINETS AT: ARE GENERIC.CONTRACTOR IS RESPONSIBLE FOR US 301 & MEDICAL ARTS CT; DETERMINING/ENSURING PROPER TERMINATION. US 301 & PRETTY POND RD r FUSION SPLICE BUFFER TUBE SPLICE OR EXPRESS ENTIRE r10000001 a0000❑ p00000 000000 0 BUFFER TUBE AS NOTED GIGE SWITCH NOTES: 1. FIBER INTERCONNECT CENTER RACKS ARE SCHEMATIC ONLY- ACTUAL EQUIPMENT FORM MAY VARY. REVISIONS JOHN SEALS, P.E. 1 fSHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS NO. ROAD NO. COUNTY WORK ORDER NO. KIMLEY-HORN AND ASSOCIATES SPLICE DETAIL B 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 18-093 T-18 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:27:32 PM \\tamfpOl\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ SPLICE ENCLOSURE ORANGE BUFFER TUBE GREEN BUFFER TUBE BROWN BUFFER TUBE SLATE BUFFER TUBE WHITE BUFFER TUBE PROPOSED 144 STRAND RED BUFFER TUBE CAP AND SMFO TRUNK CABLE SEAL FROM SOUTH, ALONG US 301 BLACK BUFFER TUBE YELLOW BUFFER TUBE VIOLET BUFFER TUBE ROSE BUFFER TUBE AQUA BUFFER TUBE SPLICE TRAY LU A BR WN LATE BLUE BUFFER TUBE RED AT CABINET: SEAL D US 301 & KOSSIK ROAD A CAP AND CAP AND SEAL SEAL 24 STRAND SMFO DROP CABLE u m W TRUNK BUFFER TUBE DESIGNATIONS CODE COLOR DESIGNATION (1) BLUE(BL) PASCO COUNTY PUBLIC WORKS COMMUNICATIONS (2) ORANGE(OR) RESERVED FOR FUTURE USE (3) GREEN(OR) RESERVED FOR FUTURE USE W u, (4) BROWN(BR) RESERVED FOR FUTURE USE m m (5) SLATE(SL) RESERVED FOR FUTURE USE Wlti u= (6) WHITE(WH) RESERVED FOR FUTURE USE (7) RED(RD) RESERVED FOR FUTURE USE co l tt BK) RESERVED FOR FUTURE USE U. (9) YELLOW(8) BLACK((YL) RESERVED FOR FUTURE USE j o? (10) VIOLET(VI) RESERVED FOR FUTURE USE m m (11) ROSE(RO) RESERVED FOR FUTURE USE (12) AQUA(AQ) RESERVED FOR FUTURE USE PROPOSED 24 STRAND LEGEND SMFO DROP CABLE TO ETHERNET SWITCH TERMINATION CONFIGURATIONS CABINET AT: ARE GENERIC. CONTRACTOR IS RESPONSIBLE FOR US 301 & KOSSIK ROAD DETERMINING/ENSURING PROPER TERMINATION. • FUSION SPLICE BUFFER TUBE SPLICE OR EXPRESS ENTIRE 00000 o0°000 000000 0a0000 BUFFER TUBE AS NOTED GIGE SWITCH NOTES: 1. FIBER INTERCONNECT CENTER RACKS ARE SCHEMATIC ONLY- ACTUAL EQUIPMENT FORM MAY VARY. REVISIONS JOHN SEALS, P.E. I SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILL3' KIMLEY-HORN AND ASSOCIATES NO. 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. SPLICE DE TAIL C TAMPA, FL 33602 SR 39 PASCO 18-093 T-19 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:33 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\sionals\ QrLg± firILLs ]��T� CH LE RA Cj T PLANS FOR �j®R PENSACOLA FORT WALT TALIAHASSE BEACH JACKSONVILLE CO P ITY SR 39/US 301/GALL BOULEVARD IT ST AUGUSTINE $ FROM SOUTH OF DAUGHTERY OF SIGNALIZATION PLANS J� ROAD TO NORTH OF PRETTY POND ROAD PROJECT LOCATION SHEET NO. SHEET DESCRIPTION PASCO COUNTY GALA DAYTONA BEACH DELAN. T-I KEY SHEET FOOT PERMIT 2019-C-798-00005 T-2 SIGNATURE SHEET R, T-3 NEW PORT RICHEY .es .. MELBOURNE TABULATION OF QUANTITIES COCOA T-4 GENERAL NOTES ST PETERSBURG TAMPA LASS r� 9 T-5 SIGNALIZATION PLAN (01) T-6 SIGNALIZATION PLAN rF (OlA) MISC. DETAILS SARASOTA- FT PIERCE BRADENTON T-7 1p SIGNALIZATION PLAN (02) T-8 SIGNALIZATION PLAN (03) TO HERNANDO T-9 SIGNALIZATION COUNTY4 WEST PALM PLAN (03A) MISC. DETAILS TO DADE ` IT MYERS BEACH T-10 MAST ARM TABULATION SHEET CITY ` TO BUSHNELL T-11 NAPLES STANDARD MAST ARM TABLE OF VARIABLES T-12 FT LAUDERDALE SPECIAL MAST ARM TABLE OF VARIABLES MIAMI T-73 GUIDESIGN WORKSHEET (01) c T-14 GUIDESIGN WORKSHEET (02) 5 is I 3 D 2 6 Is T-15 COMMUNICATION PLAN (01) '4 y'" CL1Ni� z.T-16 COMMUNICATION PLAN (02) PASADENA 0O KEY WEST II T-17 SPLICE DETAIL A HOTS. T-18 SPLICE DETAIL B TO LEO_ -B A 9 iB CLINT H(ks.12 ENIERPRSE B T-19 SPLICE DETAIL C - s M/RSERV p CELR T-20 & T-21 REPORT OF CORE BORINGS is -- is HE a T-22 & T-23 SUBSURFACE UTILITY DATA 17 Hilt. � 7[p 12 ELLER IE� END PROJECT 'B 17 SURVEY SR 39 - _- STA. 446+00.00 9 - I I 1 20 ' p ? ® 23 2a r� 19 0 20 -- HILL 34 RICRLA - 30 TO POLK ?s 21 s 25 J m COUNTY rr+ •4, TO LAKELAND .7 �� ra LU16ERr 71 r2 77 3� GOVERNING STANDARD PLANS: ° u — . TO LAKELAND Florida Department of Transportation, FY2019-20 Standard Plans for Road and FEBRUARY 26, 2020 Bridge Construction and applicable Interim Revisions (IRs). 7 , — BEGIN PROJECT 100 0 SUBMITTAL Standard Plans for Road Construction and associated IRs are available at the following website: http://w t.gov/design/st associated plans - STA. SURVEY SR 39 _ _ S 423+00.00 APPLICABLE IRs: / j TO TAMPA TO TAMPA TO PLANT Standard Plans for Bridge Construction are included in the Structures Plans CITY Component SIGNALIZATION PLANS ENGINEER OF RECORD: GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, January 2019 Standard Specifications PREPARED FOR JOHN SEALS, P.E. NO.: 51505 for Road and Bridge Construction at the following website: CITY OF ZEPHYRHILLS 655 NO CITY AND ASSOCIATES http://www.fdot.gov/programmanagement/Implemented/SpecBooks 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA. FL.BY (813) 620-146002 Kimlely*Horn CERTIFICATE OF AUTHORIZATION NO.: 696 FISCAL ISHEET YEAR NO. T-1 11111111111' THIS ITEM HAS BEEN DIGITALLY �`�,,�0THIS ITEM HAS BEEN NNC SIGNED AND SEALED BY ``���1 P 1 ROe1111I1 SIGNED AND SEALED BYIGITALLY 1111111 f 11 THIS ITEM HAS BEEN DIGITALLY �,1 S�. ii �` ``,.- • ••.F/Q �i �`���1NA-S•. / .►�I�� SIGNED AND SEALED BY Joseph A Roberts -1e No 51505 .`����• ViGENSt�•�s'�,i 1 1 `�Q.••' c E N S . 9L% Digitally signed No 78547 •.. = 2020.04.06 05:06:23 -04 00 ••9 - 9 y g by Kristina S LaCava * * :*_ ON THE DATE ADJACENT TO THE SEAL. No 77594 ' Date:2020.04.03 1 2:13:32-04'00' *: :* ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE *: * ON THE DATE ADJACENT TO THE SEAL. i . STATE OF ���� NOT CONSIDERED SIGNED AND SEALED ' 0 '. AND THE SIGNATURE MUST BE VERIFIED �' PRINTED COPIES OF THIS DOCUMENT ARE - ' F ` NOT CONSIDERED SIGNED AND SEALED • PRINTED COPIES OF THIS DOCUMENT ARE ' ' - '• STATE OF NOT CONSIDERED SIGNED AND SEALED ��,�s,•C O R 1O •G`�1`� ON ANY ELECTRONIC COPIES. �Q'• � •��� AND THE SIGNATURE MUST BE VERIFIED �.•�� s+' • . .. • �� . .N'•. P :' . . STATE OF C O R 1 D • . C1 ON ANY ELECTRONIC COPIES.KIMLEY-HORN AND ASSOCIATES, INC. �� S G1,�� -�0�;•,• •' AND THE SIGNATURE MUST BE VERIFIED ,11/ANAL 1111 TAMPA,5NRT H FRANKLIN STREET KIMLEY-HORN AND ASSOCIATES, INC.65 'i�Fs •4 0 R 1 V .• `� � ON ANY ELECTRONIC COPIES. //1/111111111 189 SOUTH ORANGE AVENUE, SUITE 1000 1, IONAL EN�` AREHNA ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION NO.: 00000696 ,� S G`, JOHN R. SEALS, P.E. NO. 52505 ORLANDO, FL 32801 ►►/1/11111 /111` 5012 WEST LEMON STREET CERTIFICATE OF AUTHORIZATION NO.: 00000696 TAMPA, FL 33609 JOSEPH A. ROBERTS JR., P.E. NO. 78547 CERTIFICATE OF AUTHORIZATION NO.: 28410 KRISTINA S. LACAVA, P.E. NO. 77594 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. OL ABOVE NAMED PROFESSIONAL NACCORDANCE ENGINEER RULE 61G BE5- RESPONSIBLE 04, F.A.C. FOR THE FOLLOWING SHEETS IN WITH 61G15-23.004, F.A SIGNALIZATION PLANS SIGNALIZATION PLANS SHEET NO. SHEET DESCRIPTION SIGNALIZATION PLANS T-1 SHEET NO. SHEET DESCRIPTION KEY SHEET SHEET NO. SHEET DESCRIPTION T-2 SIGNATURE SHEET T-2 SIGNATURE SHEET T-3 TABULATION OF QUANTITIES T-11 STANDARD MAST ARM TABLE OF VARIABLES T-2 SIGNATURE SHEET T-20& T-21 REPORT OF CORE BORINGS T-4 GENERAL NOTES T-12 SPECIAL MAST ARM TABLE OF VARIABLES T-5 SIGNALIZATION PLAN (01) T-6 SIGNALIZATION PLAN (OIA) MISC. DETAILS T-7 SIGNALIZATION PLAN(02) T-8 SIGNALIZATION PLAN (03) T-9 SIGNALIZATION PLAN(03A) MISC. DETAILS T-10 MAST ARM TABULATION SHEET T-13 GUIDESIGN WORKSHEET (01) T-14 GUIDESIGN WORKSHEET(02) T-15 COMMUNICATION PLAN (01) T-16 COMMUNICATION PLAN (02) T-17 SPLICE DETAIL A T-18 SPLICE DETAIL B T-19 SPLICE DETAIL C DATE REVISIONS DESCRIPTION DATE JOHN SEALS, P.E. DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS KI NORTH FRANKLINN AND ASSOCIATES SHEET 655 NORTH 3602STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. �'��l�i71 TUR�. �,H�,�, NO. TAMPA, FL 3360? 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EL. 147.3 Q EXIST R/W 635-2-11' 3 EA 135 1F 636=2-I S RA f,28*23 648-21-01 1 EA Feed .; Q UNE 663-1-112 , 1 EA 4 RUNS 145 FT f1)POWER UNS 20 FT I f 20 LF 630-2-12 1 p q R (1)HIGH VOLTAGE 630.2-12 -E 145 LF(1)SPARE 3 EA 635-1-1 f y ' (1)LOW VOLTAGE 639-2-! 145 LF 7 (1)SPARF _ I EA 649.21-15 4 (71 HIGK VOLTAGE 1 EA 663-1-112 12.47 KV OHE- f ❑ (1)LOW VOLTAGE . .. DUKE ENERGY 1 j ;N ��` 2 RUNS j52o 1)(1)HIGHAGF�_e j } 1)SPARE690-2STA 4251.00 t� (1)LOW VOLTAGEC (I}SPARE 646Jr17 2 FA 1 -?PV 290 C! 630-?-1l � ' 665-1-11 2 EA 630.2-12 SS LF -` *' c EXIST. POWER POLE { A e 1S 1F ` 630-2-1Z x (i)NIGH VOLTAGE x35 2-71. 1 EA 2 EA. 635=2:11 .., - {7)LOW VOLTAGE _660 2-106 ,� ir ` y' � s • �•'• —: . 4 1 ( _ 3EA EXIST 1pk.r _ + ,� - :gT— POWER POLE - _. ) fi i VF -• - •-.`f.• :=: .. ... ............ SIGNAL ti i t9 • A a .-...��w®.�--�_ 300' — F ��• fC1 -G(D} - �i i CROk'N � �... 427- - - - - - - -- - - - - -428 - - - o —r _tea_ 42 77P. — r"s - -. . [.Be 430 �. r �� = _ CROWN E LPjAjy = t-EA Ai r US 301/SR . 9/GALL BOULEVARD ., - _-� Ia.� , �� z � t.; - : . - __ OHE _ 12.47 KV T' ENERGY • 1 _ DUKE • 1 AS p I �� T _ - .�iZ�1 ...•-ev...+ �. _-_-_�_ �. - ® 1 1 �iir*-' l/_M - ?a- ._r�+. •- w .. *^4-.;�,.m f �g= =1 1.r1 tF - •� = Q' ® ! - ' ��_�__; 64x•1.1-t 1 EA = Y 6x30.2-11 1SLF•rDx ,. . . . . • s,. �(--6 4�, T ' v e i� -,• —_ PO E'D':CONTRACTOR SHALL REMOVE �_ .......... .CONFLICT `-- i EXISTING ABANDONED 6'GAS LINE IN EXIST. R/W LINE 2 RUNS'p 35 FT- 4 CONFLICT WITH THE FOUNDATION FOR SIGNAL EXIST, POWER POLE /;+ f - POLE' . REFER TO SUE DATA SHEET(I). !. 2 EA 646:,_:1. _ 7256 GALL BLVD EXIST R1W LINE 630-Z•t i 2 E�!1 663-7.71 II 1 E'A 635-2-7! - ROADWAY . 1 I k �. i 111 HIGH VOLTAGE W N EL. ty ('. + ►+�� �:40 630-2-73 135 LF 3 EA :660=?=106 f!1 LOW VOLTAGE _. 1 830-2-11 40 LF GRkD EL 149 6= GROUND EL 147.6' - 646-1-J I. :� EA P.O.f.EL. 150.1' AT CABINET: T.O.F. EL 148.1' 3 RUNS 90 FT W 663-1 :- ! 2 EA 4 54 RTSO 4 R 1S LF 96A RT • "�L'. 630=2-7? r • �, (1)HIGH VOLTAGE 3 RUNS 1. S FT 630.2-1I • JS LF 3 RUNS:•.: (71 LOW VOLTAGE 630.2-1f 5 LF 632-7-:f ` 1 PI LEGEND: S tF 5 fl)HIGH VOLTAGE 639-2-I 15 LF -.6302=17 (l)LOW VOLTAGE l 1 -2*PVC 633.2-11 3 EA 663-7-I 7 2 EA 633-2-11 (1)SPARE `` 649-21.21 1 EA 1 EA• OPTICOM DEVICE i EA '��. 7 : 630-2-12 35 LF 663.1-112 , EA , 670-5.111 I1 EA CCTV CAMERA 649-?1.01 - - .1 7 635.2.11 EA 6x4-1-7 7 EA 669-7.1 I2 HIGH VOLTAGE 1 EA 1 EA b60.2-106 2 EA (1)HIGH VOLTAGE • S&S-1- 1 I EA 111 HIGH VOLTAGE (1)NIGH VOLTAGE (IJ LOW VOLTAGE (I)LOW VOLTAGE (1)LOW VOLTAGE (11 SPA (1)SPARE ►Sra�rs (1)SPARE Ari nr (1)POWER a �ar�N - IOHN SEALS.P.E IIZIP.E LICENSE NUMBER 51305 (��y OF 78P --=----- ' — — KlAU7 riORN AND ASSOCIATES SHEET .653 NORTH FRAHKUN STREET.SUITE ISO c rAw ,rc ow "'° ►ro SIGNALI,?A77ON No. t`EMPICAM aF AUMORWA770w.696 39 aA.SCn !a-n�3 L1�N {411 tL S'o14 � ...-.v SIGNAL DISPLAY DETAILS PEDESTRIAN DISPLAY DETAILS 2 INTERNALLY ILLUMINATED �r O Pz OVERHEAD STREET NAME SIGN DETAILS FREE SWINGING, DOUBLE-SIDED 4 4R P6 TART R 8 8R narsnea 5'_p• 6'-0 P8 4239 GallBlvd o GallBlvdra�ritXUMwo� re�ncm,a,a 7'/O " 7'wo 79 2 cam! G�f Y 13 PED. SIGNAL COUNT-DOWN (WB DIRECTION) (EB DIRECTION) G G -Q 1-SECT., 1-WAY LL-- medical BOiTp"AS r`oss4-SECT., 1-WAY 3-SECT., I-WAY 5-SECT., 1-WAY """�2 AS 6AS 2 AS 653-1-11 Arts Ct ; 650-1-14 650-7-19 FTP-698-06 N �i Medical Arts Ct 37900 " 37900 Q 2 EA (SB DIRECTION) (NB DIRECTION) SIGN NOTES: 1. SEE GUIDESIGN WORKSHEET FOR ADDITIONAL DETAILS. SIGNAL OPERATING PLAN S.O.P. 7 MODIFIED US 301 AJOR STREET) PHASES 2 & 6 P6 MEDICAL ARTSMCT(MINOR STREET) PHASES 4 & 8 STATIC SIGNS 6 VEHICLES TF 1 ©+ ( )+@ TFS 8R P6'- --a.. 700-3-207 4 EA 4R 5 Y TO RIO-15R 6 1 TF 2 OZ Tf 6 30" X 30" OR 4 18R 2 ! 8 P8 U-TURN 4 5 '-'P2 TF3 ®+� YIELD PHASE 1 PHASE 3 PHASE 4 700-3-201 4 EA 2 TO R10.16 RIGHT 30" X 36" '»Pz TURN PHASE 2 DETECTORS FOR LOOPS CONTROLLER TIMINGS LOOP NUOFER DETECTOR DELAY LOOPS CHANNEL (SEC) CONTROLLER PHASE ,SR 2 4 ,4RI 6 8 DIRECTION jWBLjEBTj SB EBL WBT NB L-5A I IA - INITIAL GREEN(MIN) 5 I5 5 5 15 5 L-2A, L-28 2 24 28 - L-2C, L-2D 2 3A, 38 zo EXTENSION (GAP) 3.013.03030130 3.0 CONTROLLER NOTES MAXIMUM GREEN 1 35 50 35 35 j 50 35 L-4A I 4A - I. THE MAJOR STREET IS US 301 (SPEED LIMIT 45 MPH). THE MINOR STREET IS MEDICAL ARTS COURT L-48 I 5A j MAXIMUM GREEN 2 (SPEED LIMIT NOT LISTED). L-1A I 6A 5 'L YELLOW CLEARANCE 5.0 4.8 3.4 4.8 5.0 3.4 2. FLASHING OPERATION: MOVEMENTS 2 AND 6 WILL FLASH YELLOW. ALL OTHER MOVEMENTS SHALL L-6A, L-6B 2 7A, 78 - ALL RED CLEARANCE Z.0 2.0 4.3 2.0 2.0 4.3 FLASH RED. 3. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FOOT STANDARD PLANS 677-001, L-6C, L-6D 2 SA, 88 _ PHASE RECALL MfN MIN 4. ALL SIGNAL HEADS TO HAVE BACK PLATES WITH YELLOW REFLECTIVE BORDERS. L-8A 1 gq DETECTOR DELAY _ _ _ 5. IF PEDESTRIAN PHASE P2 IS ACTIVATED, PHASE 2R DISPLAYS A GREEN BALL. IF PEDESTRIAN L-86 I WALK PHASE P4 IS ACTIVATED, PHASE 4R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE P6 IS l0A 5 ' 7 ' ACTIVATED, PHASE 6R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE T IS ACTIVATED,PHASEP6 PHASE DELAY TIME IS INITIAL AND MAY REQUIRE FIELD FLASHING DON'T WALK 16 31 19 30 SR DISPLAYS A GREEN BALL. ADJUSTMENT DURING INSTALLATION. NOTES: REVISIONS 1. SIGNAL TIMINGS ARE INITIAL AND MAY NEED FIELD oar DESCRIPr7oN JOHN SEALS, P.E. ADJUSTMENTS. DAT DESCRIPTION �� - �� _-R P.E. LICENSE NUMBER 51505 Cy OF ZEPHYRHILLKIS 655 NORTH F AND ASSOCIATES SIGNALIZA T8®���i�� (01A) SHEET 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. NO. TAMPA, FL 33602 MISC DETAILS CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 �'- T-6 robert.myers 2n7nn;n • SIGNAL DISPLAY DETAILS r W '-1 1 EA 641-2-70 1~ 646-1-60 2 EA Z W0 10 40 L5� J� 2EA 646-1-60 VZ ERA �R� CC Feet Et' I lY EG �G I II i`�' � -�EXIST. R/W L1NE 3-SECT., 1-WAY 3-SECT., 1-WAY I ' ` 2 AS 8 AS I TO BE REMOVED AS TO BE REMOVED AS V j ' - f_�� PART OF PAY ITEM PART OF PAY ITEM I I / -_--. - - - NO. 641-2-70 I B- _ NO. 642-2-70 EXIST. R/W LINE I' I I ` - - PEDESTRIAN DISPLAY DETAILS -•— •=sTL' ST(B). J o / rf6J sr(eJ- s BJs — P2 -- - - --- -- --G���� G( ) - - G(D('. GD D) - - BEW • // lP Jl O - D' G(D) d PED. SIGNAL - - - - - - - - - COUNT-DOWN _ F - - - - - - - - - - - - - - - - 431 - - - - - - - - - - - - - - 1-SECT., 1-WAY 432 - ` - - 433 - - - - 434 US 301/SR 39/GALL BOULEVARD 8EA 14f.- TO BE REMOVED AS PART OF PAY ITEM \ NO. 646-1 60 ---.I 61 LQ - V - zC Imo- . : fl - - - - - - - - - 1-8I- - - - - - - - T(DI J-, - - • - -BT( -I, I�BT D _ 17 I I �I EXIST R/W LINE -- I 646-1-60 2EA :_ > � STA 432+23.30 I I EXIST. R/W LINE- 145 LF 630-2-11 __ II I 641-2-70 1 EA I EA 635-2-11 1 II � ONLE 1 2 EA 660-2-1OZ �- m 2 EA 646-1-60 t3 I ' I 1 I ► II I 1 ! I DATE REVISIONS DESCRIPTION DATE JOHN SEALS, P.F. - - -- DES P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILj j KIMLEY-HORN AND ASSOCIATES SHEET 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. SIGNALIZA TION PLAN (02) NO. TAMPA, fL 33602 CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-7 robert.mvers 7i»r�n?n „-« �•, - - G ;GROUND EL i44.1' TPVC O.F. EL. 144.•6 3 4UN5 0; 105 FT STA 439+74 105 LF 630-2-12 3S LF 830•?-i? 63.00' LT (!)HIGH 30 VOLTAGE I EA 633-2-11 2 .00'LlaYS a"10 (I)LOW VOLTAGE 2 EA 660-2=106 ROADWAY EX! .R/W LIRE PROPOSED ELECTRICAL t 0 LF 830-2-7 11)SPARE `� \\ :2N SERVICE PO5Nr• GROUND EL 138 '2 EA 633-2-11 R N EL. 2 RUNS. 55 fl i TA,F, EL. 1402 •' r42.2' 630-2-l l 55 LF STA 40+84 - D 70 1 FA 649=27.27' 7 y e, 2 RUNS -30 FT 630-2-71 30 LF 30.5' LT 1 Ea. 663-7.112 � •? �� 033.2.11 1lEA EA 3 RUNS -IO FT 840.7-17 2 EA 839.3-71 630.2 JI 10 LF L°� (7)HIGH VOLTAGE ryF 66'3-1-11 2 EA 639-2-i 55 CF (i)LOW VOLTAGE !I)HIGH VOLTAGE 635-2-11 Jr EA 12.47 KU OHE: EXIST III (I)LOW VOLTAGE 041-2=12 I EA 849-27.10 l EA DUKE ENERGY POWER (7)POWER EXIST. RAW POLE ;. •J // (1)SPARE 663-7-712 • I EA 2 RUNS 73 FT _ L1NE * _ �� • (t)HIGH VOLTAGE -Z OT .R; y,..� _.:_:. (1)LOW VOLTAGE 15 630 -12 -- ql,.�. - :. N{1 STA 436+82.90 ' • .�I. • - --FA'f$T,'POWER POLE • (1)SPARE 320 LF _.630-2-11 I EA 685.1-77 i° Q ..•&J BrI�� ',- •yE - 8Tr . 1 EA 635=2-1I !t)HIGH VOLTAGE d' : . . � _ I -?PVC NorE� `,l' .• 630-2-11 4S LF POLES'E'AND'P:FRONTIER COMMUNICATIO 2 EA 66062.702 ' (7)LOW VOLTAGE c 1' a 833-2-11 ! Fq TO RELOCATE BURIED?/,r TELEPHONE NS • r` ç. J66o.#.:o63EA, FOUNDATIONS. CONTRACTOR TO PROVICF 106 . ; r r 41.E - C DAYS A SCE NOTICE TO FRONTIER FOR- LFv ■ 4 RUNS.:a !SS FT _ s� i = 'r = - 6, Q-2-t�:, i3S LF �g FUTURE SIGNAL E 0 ', 639-2-1'HEAD HEAD - 153 LF i t. N ., i; ; ii !1 LOW VOLTAGE y ( 2RUNS t 10 _ - 30 LP 30 ? 1 _ [-5A _ O; 1 EA 646.1 l i .-,. - _ 663 r 1 t US 3011SA 3 cUXF EVE R� ■ - _ _ __ __ _ ___ _ ______3O _ �- � . !GALL BOULEVARD (f1 HIGH YOLTAGB - - i' � 300' - ,ti • (1)LOW VOLTAGE — R ; L-28 ti- FUTURE SIGNAL HEAD _ 'TUTU " � ��- - —: - : -- - - ----- - "—' -- 4-5Ci;ION I e ` • .HEAD,:, • ■ -z 7. 7 • r. "_s �F 7 -- P a■ - - - _ _ - _630• 7 u: 63D-2-1I .:. 295 LF 2-7 B3 I """r _ — ,'.�.'...� f :+ e? ns ..--- - r •IFDC(D - 646-1.11 1 EA 3•Z`11 I EA U - SXl5T. � 1• •; � �•.` , - !�l)HIGH VOLTAGE 1 EA 635.2-i2 POLE r 7470 GALL BLVD xr5T..RfW n)LQW VOLTAGE 'Exr r,POLE s �, 3 EA 660:2-106 2 RUNS€� 45 FT }?;'fir 1 t 630-2-r 1 RUADWAY ; ` 2 RUIVs...a _ aT CABINET: GROUND EL. 142 4 2 EA .646-!-f 7 CRON N E�' 630-2-1 r 2O LF • -GROUND EL. 139 4 DNS'- 10 LF 141.6' E T.O.F. EL 139.8' . 830-2-11 10 LF T.O.F EL 742.E 2 EA' 663-1-11 i ] 646-1-11 I EA 639-I.122 7 A5 STA 4 9+68 _ (1)HIGH VOLTAGE f • OSTA 4dQ 632-7.1 I PJ 97.5' RT =� 663-7-!7 1 EA 039-7-1, 10LF I01' RT 639-2•F LEGENDS S .2 RGNS o. 5 FT (1)LOW VOLTAGE + • (1)HIGH VOLTAGE 630-2.11 IO LF 3 RUNS,ff 5 FT 10 LF 630-2-77 I (1)LOW VOLTAGE 64J-7f r EA 630-2--r1 5 LF 161 11t i EA • OPTICOAI DEVICE 2 EA 63?-2-11 `!r 63$-2-11 3 EA 670-3-711 1 EA II 684.1-1 1 EA CCTV CAMERA 1 EA • •649-21-10 3 RUNS aT 125 FT 1 621 l EA 725 630-?•12 Q 663-1-113 683-I-11 7 EA ■�• PROPOSED SIGNAL HEAD I EA Y663-1.112 �; i 1I ! ! I EA ' (1)HIGH VOLTAGE' (1)HIGH VOLTAGE II I r -2•PVC 002.7-r r3 7 Ea (1)HIGH VOLTAGE a — FUTURE SIGNAL HEAD (I)LOW VOLTAGE (1)LOW VOLTAGE I, • I- i �'' 630-2-11 35 LF �l J H VOLTAGE (1)SPARE OLTAGE (1)SPARE �� i 635-2-JI 1 FA (11 LOW SPARE VOLTAGE (1)POWER ,eeYerrorrs - 660-2-J06 3 EA rrrFr At 5 Pr 0 .JONN SEALS,RE AE LICENSE NUMBER 57503 C17't'c K1NLE1'•HORN AND ASSOCIATES _ SHEET SSS NORTN FRANKLIN STREET,SURE ISO AOAD Cade yV SIGiNALa 1 TFON P AID. CF�IF/CAt E DF ' '"F1R11'AgDN#§6J 5R 39 `PAS+C9 18-093 'N `oW1 - �'Fh t - •� *r+Fs.,•ir SIGNAL DISPLAY DETAILS PEDESTRIAN DISPLAY DETAILS z INTERNALLY ILLUMINATED OVERHEAD STREET NAME -51GN DETAILS FREE SWINGING, DOUBLE-SIDED, DIRECTIONAL R Q ED 8R LJ P6 6"—Q" 6_Q. P8e ° o Gall Blvd o Gall Blvd cep 7450 7460 "I 7460 7450 700-5-22 2 EA D0M CRO39 y y _y3 PED. SIGNAL (WB DIRECTION) (EB DIRECTION)!i1 /COUNT-DOWN PUAMBUTT°N G G Q 1-SECT., 1-WAY 8'-Q, 8 AS LS=TFtEETE 8'-Q' 4-SECT., 1-WAY 3-SECT., 1-WAY 5-SECT., 1-WAY 2 AS 653 7 AS I FTP-698-06 Pretty Pond Rd [380g00V7_aL000 ond Rd 650-1-14 650-1-19 37000 38000 w QD 700-5-22 2 EA (NB DIRECTION) (SB DIRECTION) SIGN NOTES: I. SEE CU/DESIGN WORKSHEET FOR ADDITIONAL DETAILS. SIGNAL OPERATING PLAN S.O.P. 7 MODIFIED STATIC SIGNS US 301 (MAJOR STREET) PHASES 2 & 6 PRETTY POND ROAD(MINOR STREET) PHASES 4 & 8 P6�-� PING LES 1 6 E*1 700-3-201 4 EA 8R P6�-` TO RIO-130 30" X 30" 5 6 `f- TF 1 OI +® O TF 5 OR 5� r1 4 4 8 U-TURN 8R P8 TF z Q © TF 6 YIELD 5 �' T O Q 700-3-201 2 EA f�P2 R1-3 PHASE I ��2 PHASE 3 PHASE 4 RIGHT 30" X 36" TF 3 ®+® TURN P2 PHASE 2 DETECTORS FOR LOOPS CONTROLLER TIMINGS LOOP NUOF MBER DETECTOR DELAY LOOPS CHANNEL (SEC) CONTROLLER PHASE 8R 2 4 5 6 8 DIRECTION SBL NB IEB NBL SB WB L-5A 1 IA INITIAL GREEN (MIN) 5 15 j 5 5 15 5 CONTROLLER NOTES L 2A, L-2B 2 2A, 2B - L-2C L-2D o EXTENSION (GAP) 13.013.013.013.013.o .03.0 3.03.0 3.0 3.0 2 3A, 3B - MAXIMUM GREEN 1 1. THE MAJOR STREET IS US 301 (SPEED LIMIT 45 MPH). THE MINOR STREET IS PRETTY POND ROAD L-4A I 4A - 35 50 35 35 50 35 (SPEED LIMIT 45 MPH EASTBOUND, WESTBOUND SPEED LIMIT IS UNLISTED). L-4B A 1 SA 5 MAXIMUM GREEN 2 2. FLASHING OPERATION: MOVEMENTS 2 AND 6 WILL FLASH YELLOW. ALL OTHER MOVEMENTS SHALL FLASH RED. L-IA 1 6A - YELLOW CLEARANCE 4.8 5.1 3.4 5.1 4.8 4.8 3. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FDOT STANDARD PLANS 671-001. L-EA, L-68 2 7A, 7B - z ALL RED CLEARANCE 12.212.0 4.512:02.0 2.0 2.0 2.5 4. ALL SIGNAL HEADS TO HAVE BACK PLATES WITH YELLOW REFLECTIVE BORDERS. L-6C, L-6D 2 - PHASE RECALL I IN 5. IF PHASE P2 15 ACTIVATED, PHASE 2R DISPLAYS A GREEN BALL. IF PEDESTRIAN8A, 86ti MIN PHASE P4 PEDESTRIAN ACTIVATED, PHASE 4R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE PS IS L-3A I 9A - DETECTOR DELAY j - J ; j - ACTIVATED, PHASE 8R DISPLAYS A GREEN BALL. L-8A I WA - WALK - 7 7 7 7 6. TRAFFIC SIGNAL POLE FOUNDATION FOR POLE "H" TO BE INSTALLED ? ABOVE EXISTING GROUND. L-86 I FLASHING DON'T WALK CONTRACTOR SHALL PROVIDE ADDITIONAL SODDED EMBANKMENT/FILL MATERIAL TO GRADE DOWN TO I1A 5 25 35 16 30 EXISTING GROUND FROM TOP OF FOUNDATION AT A SLOPE OF 4 TO 1. COST OF ADDITIONAL DELAY TIME 15 INITIAL AND MAY REQUIRE FIELD NOTES: FILL/GRADING TO BE INCLUDED IN THE UNIT COST FOR THE MAST ARM POLE. ADJUSTMENT DURING INSTALLATION. I. SIGNAL TIMINGS ARE INITIAL AND MAY NEED FIELD D TE REVISIONS ADJUSTMENTS. _DESCRIPTION DATE JOHN SEALS, P.E. DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRFdILL,S 655KIM NORTH FN AND ASSOCIATES �,AYGINi��IZA TION PLCV (0,TA) SHEET 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. NO. TAMPA, FL 0 MISC DETAILS CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 rnbPrtmvarc .,.. T_9 D H4 C H3 1 I H2 1ir9z Q O OO O Oif SIGN B 1tTIlW4 _ W3I I ! Ii ( I W2 SIGN A f ARM 4 _ 3 2 j i T I I MOUNTING WI HEIGHT HI Ig (ARM H.) TOTAL ARM LENGTH TOP OF FOUNDATION ELEVATION * DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY SIGNAL DATA O S T LOCATION TOP OF ROWY SIGN DATA NO. NO FOUND. ARM CROWN SIGNAL BACK .FMF BY SANOFFSET PLATES S * ARM HEIGHT AND WIDTH OF SIGN PAINT PROPOSED LOADING 1 2 * 3 * 4 * LENGTH M H WAS A H1 W] B H2 W2 C H3 W3 D 90/270 H4 W4 COLOR A T-5 STA 429150.00; 97.5' RT 150.1' ] 150.6' V Y N N 40.5' 3 57.5' 3 72.5' 4 2 78.0' -- 7.0' 2.0' 7.0' 35.0' 2.5' 2.5' 8 T-5 STA Y N 428+62.00; 96' RT 148.1' 1 148.2' V 76.0' 2.5' 3.0' ----- N 16.5' 5 24.5' 3 30.0' - -------------- 2 -- - 5.0' 2.0' 60 12.5' 2.5' 2.5' C T-5 STA 428+23.00,_46' LT 147.3' 1 147.4' 28.5' 2.5' 3.0' ----___ ----__ V Y N N 33.0' 3 50.0' 3 65.0' 4 211_- 70.0' 7.0' 2.0' 7.0' 29.0' 2.5' 2.5' D T-5 STA 429+29.00, 57.3' LT 151.7' 1 148.7' V 68.5' 2.5' 3,0' Y N N J4.5' 5 23.0' 3 --- ----- -------------- ------ -- -- 30.0'2 5.0' 2.0' 6.0 10.5' 2.5' 2.5' E T-8 STA 440+88.00, 101' RT 139.8' 1 140.0' V 28.5' 2.5' 3.0' Y ---- N N 44.0' 3 61.0' 3 76.0' 4 78.0' ------------- ------ -- -- - 2.5' 2.5' F T-8 STA 439168.00; 97.5' RT 142.9' 1 141.6' V --- --- ------ ----- Y N 380' 3 46.0' 3 60.0' - 2 6.0' 2.0' 6.0' 34.0' 2.5' 2.5' G T-8 STA 439+74.00; 63' LT 144.6' 1 144.2' V Y N - ---- _N156.0' 3 67.0' 3 78.0' 4 78.0' 2 6.0' 2.0' 8.0' 52.0' 2.5' 2.5' 73.5' 2.5' 3.0' H T-8 STA 440184.00; 50.5' LT ]40.2' 1 _142.2' V FUTURE LOADING Y N 39.5' 5 49.5' 3 -- _ 60.0' -- -- _6.0'12.0' 6.0' 35.5' 2.5' 2.5' A T-5 STA 429+50.00; 97.5' RT 150.1' 1 150.6' V 53.5' 2.5' 3.0' Y N N 36.0' 5 46.0 3 57.5' 3 725' 4 780 --- ----- -•------------ ------ ' . . 7.0' 2.0' 7.0' 32.0' 2.5' 2.5' C T-5 STA 428+23.00, 46' LT J47.3' 1 147 4, V 76.0' 2.5' 3.0' Y N N 28.5' 5 38.5' 3 50.0' 3 65.0' 4 70.0' 2 7.0' 2.0' 7.0' 25.0' 2.5' 2.5' E T-8 STA 440+88.00,_101' RT 139.8' 1 140.0' V 68.5' 2.5' 3.0' ____--- Y N N 39.5' 5 49.5' 3 61.0' 3 76 ' ' 2 .0 4 78.0 6.0' 2.0' 8.0' 35.5' 2.5' 2.5'F T-8 STA 439+68.00; 97.5' RT 142.9' 1 141.6' V N N 38.0' 3 46.0' 3 54.0' 4 -------------- ------ -- 60.0' _-- G T-8 STA 439+74.00; 63' LT 144.6' 1 144.2' V 6.0' 2.0' 6.0' 34.0 2.5' 2.5' - ---- N N 46.0' 5 56.0' 3 _67.0' 3 78.0' 4 78.0' _-- 6.0' 2.0' 8.0' 52.0' 2.5' 2.5' 73.5' 2.5' 3.0' H T-8 STA 440+84.00; 50.5 LT 140.2' 1 Jq2 2' V Y N N 39.5' 5 49.5 . ' 3 580' 4 --- ---- -------------- ------ 2 _60 -- 6.0' 2.0' 6.0' 35.5' 2.5' 2.5' 53.5' 2.5' 3.0' POLE ID NUMBER "AB "C","D": NEW FOOT TRAFFIC SIGNAL MAST ARM/STEEL POLE NUMBER 14M115 POLE ID NUMBER "E","F","G","H"; NEW FDOT TRAFFIC SIGNAL MAST ARM/STEEL POLE NUMBER 14M116 DATE REVISIONS DESCRIPTION DATE JOHN SEALS DESCRIPTION 4 P.E. LICENSE,NUMBER 51505 "-� CITY OF ZEPHyRHILLS SHEET KIMLEY-HORN AND ASSOCIATES 655 NORTH FRANKLIN STREET SUITE 150 ROAD NO. COUNTY WORK ORDER NO. MAST AR 1 TAB gD UL ,p TION SHEET NO. TAMPA, FL 33602 t71�ULA 11 L�Y CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 robert.mvers T-10 STANDARD MAST ARM ASSEMBLIES DATA TABLE Table Date 09-06-19 STRUCTURE FIRST ARM SECOND ARM POLE ID DESIGNATION OF LL DRILLED NUMBERS ARM FAA ARM SAA (deg) (deg) LPOLE UAA J UB SHAFT ID (ft.) ID (ft.) !D (ft.) (ft.) ID A A78/SH-P6/5 A78/SH - /__ -_ - P6/S 25 22 DS/20/5.0 B A30/5-PI/S A30/5 - _ - - P1/S 25 22 DS/12/4.5 C A70/SH-P5/S A70/SH _-_/_-_- - - - P5/S 25 22 DS/18/5.0 D A30/S-P1/S A30/S - _ - - P1/S 22 19 DS/16/4.5 E A78/S-P6/5 A78/S - _ - - P6/S 25 22 DS/25/5.O1 F A6O/S-P4/S A6O/S - _ _ _j - - P4/5 24 2] DS/18/5.0 G * * * * * H * * * * * * * * * * SEE "SPECIAL MAST ARM ASSEMBLIES DATA TABLE" SHEET. NOTES: FOUNDATION NOTES: 1. IF AN ENTRY APPEARS IN COLUMN "FAA", A SHORTER ARM 1S REQUIRED. THIS IS OBTAINED BY 1. DESIGN BASED ON BORINGS PROVIDED BY AREHNA ENGINEERING. INC. REMOVING LENGTH FROM THE ARM TIP AND THE ARM LENGTH SHORTENED FROM "FA" TO "FAA". DATED FEBRUARY 15, 2019. 2. IF AN ENTRY APPEARS IN COLUMN "UAA", A SHORTER POLE 15 REQUIRED. THIS IS OBTAINED BY 2. DRILLED SHAFTS NOT LOCATED IN SIDEWALKS HAVE BEEN LENGTHENED REMOVING LENGTH FROM THE POLE TIP AND THE POLE HEIGHT, SHORTENED FROM "UA' TO "UAA". 6" PER STANDARD. SEE "MAST ARM TABULATION" SHEET FOR TOP OF 3. WORK THIS SHEET WITH THE SIGNAL DESIGNER'S "MAST ARM TABULATION" SHEET.SEE "MAST SHAFT ELEVATIONS. ARM TABULATION" SHEET FOR SPECIAL INSTRUCTIONS THAT INCLUDE NON-STANDARD HANDHOLD 3. FOUNDATION ASSUMPTIONS: LOCATION, PAINT COLOR, TERMINAL COMPARTMENT REQUIREMENT, AND PEDESTRIAN FEATURES. POLE A - BORING MA-O6 POLE E - BORING MA-01 4, WORK WITH INDEX 649-O3O AND 649-O31. CLASSIFCATION: COHESIONLESS SOIL CLASSIFICATION COHESSIONLESS SOIL 5. DESIGN WIND SPEED = 15O MPH (PASCO COUNTY). FRICTION ANGLE: 32 DEG. FRICTION ANGLE: 30 DEG. UNIT WEIGHT: 45 PCF UNIT WEIGHT: 45 PCF 6. DESIGN STANDARDS: N-SPT #: 13 N-SPT #: 11 FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STRUCTURES DESIGN MANUAL, JANUARY 2019. POLE 8 - BORING MA-07 DESIGN SPECIFICATIONS: CLASSIFICATION COHESSIONLESS SOIL POLE S F - BORING MA-ES , JANUARY 2019 AND UNIT WEIGHT: 47 PCF CLASSIFICATION: COHESSIONLESS SOIL FRICTION ANGLE: 31 DEG. FRICTION ANGLE: 31 DEG. FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2019-2020 STANDARD PLANS. UNIT WEIGHT: 45 PCF N-SPT #: 9 N-SPT #: 9 POLE C - BORING MA-08 POLE G - BORING MA-03 CLASSIFICATION: COHESSIONLESS SOIL CLASSIFICATION: COHESSIONLESS SOIL FRICTION ANGLE: 31 DEG. FRICTION ANGLE: 31 DEG. UNIT WEIGHT: 43 PCF UNIT WEIGHT: 50 PCF N-SPT #: 14 N-SPT #: 18 POLE D - BORING MA-05 POLE H - BORING MA-04 CLASSIFCATION: COHESSONLESS SOIL CLASSIFICATION: COHESSIONLESS SOIL FRICTION ANGLE: 29 DEG. FRICTION ANGLE: 32 DEG. UNIT WEIGHT: 43 PCF UNIT WEIGHT: 45 PCF N-SPT #: 5 N-SPT #: 14 DATE REVISIONS _DESCRIPTION D TE DESCRIPTION JOSEPH A. ROBERTS JR., P.E. - P.E. LICENSE NUMBER 78547 L_JCITY OF ZEPH3'RHILLSJ KIMLEY-HORN AND ASSOCIATES / ARM SHEET 189 S. ORANGE AVE, SUITE 1000 ROAD NO. COUNTY WORK ORDER NO. S� � � MAST NO. ORLANDO, FLORIDA 32801 A�,�,�i•MB.li][Es a� DATA TABLE CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-11 robert.mers- J��6nn7n or•�F ou - . _._,.. _:..._... SPECIAL MAST ARM ASSEMBLIES DATA TABLE NUMBER OF STRUCTURE FIRST ARM FIRST ARM EXTENSION Table Date 09-06-79 LOCATIONS NUMBER FA(ft) FB(in) FC(in) FD(in) FE(ft) FF(in) FG(in) FH(in) SA(ft) SgfliSun)N SC(ARn) D SE(ft)M ONSF(inD RMSG(in_NSH__ UA(ft) UB(ft)SION POLE I G 39 9.54 15.0 0.25 42 14.16 20 0.50 - ( tJ UC(/n) UD(in) UE(in) F(deg UG(ft) 24 21 20.67 24 0.50 I H 35.5 7.03 12.0 0.25 27.5 11.19 15 0.375 - - - - 26.5 23.5 18.32 22 0.375 - - SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)STRUCTURE FIRST ARM CONNECTION (in) First Arm Camber Angle = 2 Degrees Table Date 09-06-19 NUMBER #Bolts HT FJ FK g SECOND ARM CONNECTION (in) Second Arm Camber Angle = 2 Degrees FL FN FO FP FR FS FT #Bolts HT SJ SK SL SN SO SP SR 55 ST G 6 30 36 3 0.75 0.625 18 1.50 2.50 12 0.625 H 6 30 36 3 0.75 0.438 17 1.25 2.50 12.5 0.438 SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)STRUCTURE POLE BASE CONNECTION (in) Table Date 09-06-79 NUMBER SHAFT AND REINF. LUMINAIRE AND LUMINAIRE CONNECTION #Bolts BA BB BC BF DA(ft) DB(ft) RA RB RC RD(in) RE RF(in) LA(ft) LB(ft) LC(in) LD(in) LE LF(ft) tG(in) LH(in) LJ(in) LK(in) LL(deg) NOTES: G 8 42 2.50 2.25 45 18.50 5 11 19 10 8 _ _ _ H 8 38 2.50 2 - - - 1. WORK WITH INDEX 649-031. 40 17.0 5 11 19 10 8 - _ _ _ _ _ - - _ 2. DESIGN WIND SPEED = 150 MPH (PASCO COUNTY) FOUNDATION NOTES: 1. SEE "STANDARD MAST ARM ASSEMBLIES DATA TABLES" SHEET DATE REVISIONS DESCRIPTION DATE JOSEPH A. ROBERTS JR., P.E. DESCRIPTION P.E. LICENSE NUMBER 78547 CITY OF ZEPHYRHILLS �~ KIMLEY-HORN AND ASSOCIATES n T �D MT-1 189 S. ORANGE AVE, SUITE 1000 ROAD NO. COUNTY WORK ORDER NO CERTIfICATOFF AU . SPECIAL HAS Adu'a ORLANDO, FLORIDA TH ASSEMBLIES DATA TABLE E ATHORIZION SR 39 18-093 ORAT 696 PASCO robert.mvers 7/Fmmn ,.».,� IGN NAM A (WR DIREcrloN� QTY 2 STATIONS) PANEL BORDER 428+62 IGN NAME A (ED DIRECTION) QTY 2 STATIONS) WIDTH 1L IDTH r^ 429+29 PANEL BORDER 428+62 EIGHT '-0^ RADII ^ WIDTH 6'-0" IDTH 1^ 429+29 LEGEND hlte COLOR hlte EIGHT 2'-O" RADII 0" COLOR reen LEGEND white COLOR white SYMBOL(S) ANGL X Y WID HT 6—D" COLOR Green SYMBOLS) ANGL1 X Y WID HT 6'-O" 0 8EM "EM I 4 " N 6"E , + 6"E8" EM iv 6"E SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER 5 NUMBER tl Or n LENGTH _ 59.1^ .5 TH-1" SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER 59" NUMBER tl I La^ TH=1" •5 LENGTH NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE COPY B I 1 WATT VOLTAGE NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE v d L WATT VOLTAGE SPACE 7.6 115.8 24.3 29.1 38.7 47.4 51.3 59.1 56.7 COPY a I I B I N d i j /COPY 7 2 3 9 L ! L lT I SPACE 7-6 15.8 24.3 29.1 38.7 47.4 51.3 59.7 56.7 _L. J_ EE" -"I"-1i..J 1 i I SPACE 6.5 12.3 18 23.7 22.7ffj ! J COPY 7 2 4 p H COPY 7 2 4 0 i SPACE 6.5 12.3 17.9 24.7 SPACE 42.2 48.1 53.6 60.5 23.3 COPY 7 2 3 9 i COPYj j / SPACE 43.3 49.2 54.9 60.6 2/ i / _j_2.1 / 1 ) 11 _____________________________________ SPACE * JlJjfjfJfT* / l / IJJ / j COPY COPYI IJ H I SPACE SPACE ! I 1 ! / + 1 1 / I I / Ii 1 1 / H / i COPY COPY ' 1 H I inSPACE SPACE COPY SPACE IGN NAM B (NB DIRECTION) QTY 2 STATION(S) PANEL BORDER 428+23 IGN NAME B (SB DIRECTION) QTY z WIDTH 7'-0^ IDTH I• 429+50 STATIONS) PANEL BORDER EIGHT 2--0" RADII p^ WIDTH_7'-O"-O" 10TH 1^ 429+50 LEGEND 2'White COLOR White EIGHT 2'-O" RADII 0" COLOR Green LEGEND White COLOR White SYMBOL(S) ANGL X Y WID HT 7'—O" COLOR Green T—0" AR_Type D 89.9 6 14 6.4 9.5 4 SYMBOL(S) ANGL X Y WID HT 4 6"D 6.4" _ 4" — — ffl6.4 411 4 6"D 6"D AR—Type D 270 68.4 73.6 6.4 9.6 O 6" .LII14"4 SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER 6 BORDER 6=- NUMBER Ed Of Ian LENGTH TH_1" 72" 6" BORDER 72 SIGN NUMBER CLEARANCE CDLUMN Sl AVERAGE NUMBER BE tl Or LTH=1" LENGTH N0.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE COPY M e d i WATT VOLTAGE NO.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE c u 1 A r I Ts C 7 WATT VOLTAGE SPACE 18.8 24.6 28.7 33.5 35.4 39.5 44 57 56.9 59.3 62 70.8 75.6 gg 2 j f / copy 1M e d i c a t A r 1 s C t L COPY 3 7 9 0 0 L SPACE 6 11.7 15.9 20.7 22.6 26.6 37.2 38.7 44 / 46.5 / 4:2 / 58 j627 /H52j SPACE 6.2 11.3 16.4 21.7 27.1 25 2 COPY 3 7 9 0 p / 1 / COPY______ LL / I SPACE 52.4 57.5 62.6 67.9 73.4 25.2 1 1 1 / 1 / T / I SPACE T1 31 / COPY COPY SPACE f _________ SPACE COPY COPY SPACE SPACE COPY COPY SPACE f l ! / / I / / l I 1 +7 f ii _ SPACE COPY DATE REVISIONS SPACE1 / / LI H 1JUI I DESCRIPTION DATE DESCRIPTION JOHN SEALS, P.E. / ( P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLLS SHEET KIMLEY-HORN AND ASSOCIATES 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. J �i/11�8iJ 7ll�l® ®���. �,�� (01) NO. TAMPA, FL 33602 JL�P CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-13 robert.mvers ,nammfl ��,.n".. _. ---_-. -— IGN NAM C(we DIRECTION) QTY 2 STATIONS) PANEL BORDER 439+68 IGN NAM C(ER DIRECTION) QTY 2 STATION(S)WIDTH 6,-0^ IDTH t- 440+84 PANEL BORDER 439+68 EIGHT 2'-0" RADII o^ WIDTH LEGEND White COLOR White EIGHT 6'-0° IDTH I' aao+8a 2'-0^ RADII o' COLOR Green LEGEND White COLOR White SYMBOL(S) ANGL X Y WID HT 6.-O" COLOR Green SYMBOL(S) ANGL X Y WID HT 6-0" O 8 EM „ • 16-E "EM C4 6"E ! ! SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER !cJ ! 6"E NUMBER d - LENGTH SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER 5 NUMBER 0 La LENGTH 111=1" 59.1" .5 N0.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE COPY G a �5i WATT VOLTAGE I y d L NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE SPACE 7-6 15.8 47.4 $1.3 59.1 Sg.7 COPY C' n I I B 1 y WAIT VOLTAGE d L _______ IHH COPY 7 4 5 0 SPACE 7.6 15.8 24.3 29.1 J38.7 47.4 51.3 59.1 56.7 L SPACE 6.5 12.2 18.8 24.7 23.3 COPY 7 a s 0 L J j j Ili _ COPY 7 4 6 0 L SPACE 6.5 72.2 t9 25.1 j26 3 J I 1 / H SPACE 41.8 47.5 5 :4 2g6 COPY 7 4 5 0 COPY SPACE 42.2 47.9 54.6 60.5 I_j23.3 ______ H SPAH_i CE COPY COPY SPACE IPL1m ____ SPACE COPY UL_! + T_/ ll_ IJH_/ ___________________________________mi COPY SPACE SPACE _ _+ COPY _______ __ __ TJ_ P SPACE IGN NAM 0(NB DIRECTfON) QTY 2 STATION(S) PANEL BORDER 439+74 1GM NAM! D (SB DIRECTION) 439+74 Q z STATION(S) WIDTH 8'-0^ IDTH I" 44o+es PANEL BORDER EIGHT 2'-0' RADII o' WIDTH 8'-0^ IDTH I^ 440+88 LEGEND White COLOR White EIGHT 2'-O^ RADII O" COLOR Green LEGEND white COLOR White SYMBOL(S) ANGL X Y WID HT 8-0 COLOR Green _ SYMBOL(S) ANGL X Y WID HT 8'-O . .....• _ 8-E 8"E 4 4" N 6-E 6'E 13" 84 + • II_1 SIGN NUMBER CARACE COLUMN SI E AVERAGE BORDER 9 E 13"NUMBER d e Of Lai LENGTH TH=1" 84.2" .8 SIGN NUMBER CLEARANCE COLUMN 517E AVERAGE BORDER 84.2" NUMBER p d ![an LENGTH TH=1- NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE COPY P r e 1 t 11_VOLTAGE Y P d R d L NO.OF LIGHT FIXTURE fIXTURE SPACING PHOTOMETRIC CURVE SPACE 5.9 13.4 17.8 23.1 27 30.9 45 52.3 58.6 64.7 77.7 85.2 COPY P r e t t WATT VOLTAGE 84.2 13.3 Y P o n d R _/_H_±_fl COPY 3 7 0 0 0 SPACE 5.8 17.7 23 26.9 30.8 44.9 52.2 58.5 64.6 77.6 85.1 8q.2 SPACE 6 l t.5 17.6 23.8 30.1 2g t COPY 3 8 0 0 0 L COPY 3 8 0 0 0 L1_f3ff_ ____ H ij_ I_/ 1 SPACE 6 11.7 17.6 23.8 30.1 29.1 SPACE 60.9 66.6 72.5 78.7 84.9 29.1 COPY 3 7 0 0 0 L COPY SPACE 60.9 ss.a7b.7 sa.s 29.t_/_j_I_/_ I SPACEj _j COPY COPY ! /_/ _/ _j SPACE J_( J_H_/_ )_/_f _ / SPACE COPY _I_ /_/ i_Li_/_I H_+H_/ _I COPY SPACE SPACE ( H ICOPY DATE REVISIONS SPACE_ /_I _I li DESCRIPTION DATE DESCRIPTION JOHN SEALS, P.E. 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( -n z 9NI7 M/8 '151X3 .; (OJOO38=.=(Q : : : — — i` 41G 1- i .. _.._...... ) I 3N17 M/8 '151X3 t Z S£9 V3 I 001 Oz 0 V3 I1-5-g9 i 1 e ZI I £F9 (XJV75) d7 OS -47 OZ9 bZl I ££9 SV I OOb-S-OL9 37 OZ9 ZI-Z-O£9 V9 Z S[-F-£F9 XO8 7717-4 8381-4 S1JRO83NNI ,.l-£ -47 01 ZZI l £F9 H11M 11RON0J „b -47 01 [1-Z-0F9 S1JR083NN1 „I-£ H1LM uinaNOJ „b _ --_-- :13NISVJ DNIIS/X3 OINI 311 0 20 700 � = = .��— Feet ✓i1 - - —� --- - 4" CONDUIT WIT 3-1" INNERDUCTS1 - ---- - - '� _rJ T —, - ------ - -- -- - --��` '-75LF 630 2-11 ��-1 • — _ 15 LF 633-1-124 --- ---------------4- ---== -- - -- -- - - -- I aqz 443 444 ———aes————"'— = -------aa3-------aae aa9 — — —aS0-------�i)-------4T— d5.r'— -------asa------�r O _ = - �� _----- --- _ s=— ��'--_ f�' =4" CONDUIT WITH --_ - � - - = 4° CONDUIT WITH -- m �- �- -1" INNER UCTS ?=-T -_-C7 -7 z=3------ •�/_ =— �- — �3 - 3-1"INNERDUCTSI 3-1" INNERDUCTS �------ �s=z�-3= 630-2-12 35 LF 630-2-12 40 LF 630-2-12 2-- >a---- -- 633-1-124 ------ LF----------- ------_-_-_--------40 35LF=====_________- --- LF 633-1-124 ?TT-- ------a------- --_- �___ a __ ( a 633-1-724 SOLF __ __ -- ----- --- L!jT�T —_:PT( - -- �v --- - -- -- - --�� �---- �_----- � � — !�— \ � _ ��� / _ - --- ----- -- --- - - - — - - -- - — FIBER PULL BOX: 4" CONDUIT WITH 633-1-124 50 LF (SLACK) FIBER PULL BOX: 3-1" INNERDUCTS 635-I 7 EA 4" CONDUIT WITH 633-1-124 50 LF (SLACK) FIBER PULL BOX: 630-2-11 315 LF 3-1" INNERDUCTS 635-1-12 1 EA 4" CONDUIT WITH 50 LF (SLACK) 633-7-124 633-1-124 315 LF 630-2-11 355 LF 3-1" INNERDU TS 1 EA FIBER PULL BOX: 630-2-11 665 LF 535-1-72 633-1-724 50 LF (SLACK) 633-1-124 355 LF FIBER PULL BOX: 635-]-12 l EA 633-I-124 50 LF (SLACK) 633-1-124 665 LF 635-1-12 1 EA FIBER PULL BOX: 50 LF (SLACK) 6331-124 1 EA 635-1-12 - r 6 - f¢ -458- 462 - ---------------------------r11 -_ -� _L_� 6T466 1 I-_.�.,,•---_.--Q - _- W % --=4" CONDUIT WITH ..��- -- ���1- --- 3-1" INNERDUCTS - -- 4" CONDUIT WITH I i-- _ -----®------- 630 2-12 50LF�---- " INNERDUCTS 111 I_ ------- --I-__--_-- --- ---- ------ ------- 50 LF (SLACK) 124 _FIBER PULL BOX:-"--170 LF 630-2-12 --- _ ti _---p_-- ----- - ----- '- ---- _ 633-7-124 50 Lf - -- � 633-1- ¢ - - - �S a-----=� -_-_ --_ -------- _170 LF 633-1-124 -- -- - --L- _-------------$- �� "� ice- ------ -- I EA 635-2-12 ---! ! ---_ -�� �--- _--�- - r-1 _ L 633-1-124 50 LF(SLACK) III I II ! 635-1-12 1 EA 4" CONDUIT WITH 4" COND 1" INNERDUCTS TIE INTO EXISTING CABINET: 630-2-77 405 LF SPLICE VAULT: REFER 4" CONDUIT WITH 3-1" INNERDUCTS AMLF 405 LF TO SPLICE DETAIL C FIBER PULL BOX: 20 LF (SLACK) 633-1-112630-2-17 10 LF LF 633-1-124 50 LF (SLACK) 100 LF(SLACK) 633-1-124 ] 210 LF 35-1-12 1 EA 633-3-IS 2 EA 4 EA 633-2-31 I EA 633-3-11 670-5-400 1 AS 2 EA 633-3-12 684-5-1 1 EA REVISIONS I EA 635-2-13 DATE DESCRIPTION DATE DESCRIPTION JOHN SEALS, P.E. P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILL.�KIMLEY-HORN AND ASSOCIATES SHEET 655 NORTH FRANKLIN STREET, SUITE 150 ROAD O. COUNTY WORK ORDER NO. COMMUNICA C,A TION PLAN L A �T (02) NO. TAMPA, FL 33602 L� 1l 11 VV`' 1711 V' CERTIFICATE OF AUTHORIZATION 696 39 PASCO 18-093 robert.myers T-1 6 7/7F/7/1Jr1 7.�1.a, e.. .. --