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HomeMy WebLinkAbout21-1623 nno City Of ZephyrhiliS PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001623-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/04/2021 Permit Type: Electric Service Replacement/Misc Property Number Street Address 34 25 210000 29900 0000 7256 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 DEVI 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: Total Valuation:$1,200.00 Total Fees:$0.00 J I Amount Paid:$0.00 Date Paid: Project Description ELECTRICA FOR TRAFFIC LIGHT AT POLE-FEE WAIVED 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 Owners Name City.of Zephyerhills owner Phone Number 813-780-0000�: Owners Address 5335 8th Street Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 7256 Gall Boulevard JOB ADDRESS LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR.e ADD/ALT 0 SIGN = Q DEMOLISH INSTALL REPAIR PROPOSED:USE SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $9200 AMP SERVICE PROGRESS ENERGY = W.R.E.C. - ' =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER 'J FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BuIiDER. COMPANY Highway Safety Devices SIGNATURE R.EGISTEREo 1.Y/.N FEE CURREN Y/N. address 6480:Hamey Road,Tampa,FL 33616 License# EC00021.14 ELECTRICIAN COMPANY Highway Safety Devices.- SIGNATURE REGISTERED I Y/N FEE CURREN Address 6480 Harney Road;Tampa,FL 33610 License# EC0002114 PLUMBER COMPANY SIGNATURE - REGISTERED I Y/N FEECURREN.. Y/.N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I YIN FEE CURREN J Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N' FEE CURREN .- Y/N- Address F License# ■t!■ililiitiliifiii.ti.■i.Iil.■!!■ii.ltillliiilii,iiliiit!!1-!li!!!.!!!_ti.l.�at 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,Storrnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety,Page;(1)set of Energy Forms.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 8 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 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C 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/Wastewater Treatment. 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 W"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'permit 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 pernit 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF GOMMEN EM NT FLORIDA JURAT(F.S.117.03) OWNER OR AGENT - CONTRACTOR_/S0ww/4 Subscribed and sworn to(or affirmed)before me this S ri e and swomlpt(�or a eo))b'for me this by by 7C 1(Io�rj L� Who is/are personally known to me or has/have produced h i re personally own to me or has/have produced as identification. as identification. Notary Public /�/� Q _ A T Notary Public Commission No. Commission I Ach r ACT V Name of Notary typed,printed or stamped N a ed,pnnted r Yw oiipr P9;'-" MICHELLE D JORGENSEN Notary Public-State of Florida Commission#GG 942440 ''•'�, Po- My Comm.Expires Jan 17,2024 Bonded through National Notary Assn, Highway 6480 Harney Road 'Safety Tampa,FL 33610 Office 813454-1559 evik@$ 'Fax 813-757-0924. March 1, 2021 City of Zephyrhills . Building Department 5335 8th Street Zephyrhilis,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,ECO002114,.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. W0002114 Traffic Sigmas ® Guardrail ® I itelligent Traffic Systeuls 0 1.iglithl' Signs {y I � - �t• �^�� ` /f�j � �`,j�q' d k �"`�"` "'o �`'-��"".�J��f �! tit ,�` L d C Ld 1-� .r h�# kl ' Project No. ` Sheet of ... .. T. Project:. Date: Subject: eeigned by:. Checked thy:.. :7 111 t � ! � 1 �_ •�' T. Kam'-�.'�.r� - � { ` .. .A � ♦ ��.. t � .. � .. W - •t ice•- �• �." - I'lliali i I t r•� (�l d a �` ��- x•. of . � �.11.�i7 tr -� ti• �• ... ` ptm c \\c1/'2 \ CITY OF ZEPHYRHILLS \!`"✓ per* — _ — _ CH ELE TALLAHASSE JACKSONVILLE CONTRA /�-p �/T PENSACOLA FORT WALT 'L/O V T][� � PLANS BEACH LAKE f[fI�]1 CT FOR PATTY CITY J� ®IJ�� B J�� �j VARD CITY ST AUGUSTINE S b 3JU'V S 501/GALL O L C ARlLl' G S ILLS PROJECT LOCATION CALA DAYTONA BEACH INDEX OF SIGNALIZATION PLANS FROM SOUTH OF DAUGHTERY ROAD TO NORTH OF PRETTY POND ROAD OE LAN SHEET NO. SHEET DESCRIPTION PASCO COUNTY FDOT PERMIT 2019-C-798-00005 RLh NEW PORT RICHEY ..v. MELBOURNE- T-I KEY SHEET COCOA T-2 SIGNATURE SHEET TAMPA LAKE f-3 ST PETERSBURG BRAT TABULATION OF QUANTITIES T-4 GENERAL NOTES SARASOTA- FT PIERCE BRADENTON T-5 SIGNALIZATION PLAN (01) T-6 SIGNALIZATION PLAN (01A) MISC. DETAILS WEST PALM T-7 SIGNALIZATION PLAN (02) TO HERNANDO FT MYERS BEACH COUNTY T-8 SIGNALIZATION PLAN (03) TO DADE TO BUSHNELL NAPLES T-9 SIGNALIZATION PLAN (03A) MISC. DETAILS CITY FT LAUDERDALE T-10 MAST ARM TABULATION SHEET R MIAMI T-11 STANDARD MAST ARM TABLE OF VARIABLES T-12 SPECIAL MAST ARM TABLE OF VARIABLES e s rS SID 3 KEY WEST 2 '�'• 6 s T-13 GUIDESIGN WORKSHEET (01) p � 1 bw L _________ __________ __________ __________ 1 T-14 GUIDESIGN WORKSHEET (02) CLINi89r3 T-15 COMMUNICATION PLAN (01) PAMENp w.. —HGTS. T-16 COMMUNICATION PLAN (02) II so ENTERPR SE B T-17 SPLICE DETAIL A r. LEO -e 9 10 CL INT HkS.' f O oEu. T-18 SPLICE DETAIL B ro -- NURSERY 3 T-19 SPLICE DETAIL C ,B — le HeuP ICI 1� T-20 & T-21 REPORT OF CORE BORINGS I7. HILL " IE �ELLER;L .` t onbe T-22 & T-23 SUBSURFACE UTILITY DATA END PROJECT — ` SURVEY SR 39 = STA. 446+00.00 19 - ® _ 2U I Q 22 ED 23 21 19 20 EER HILL O RI CHLAtrJCCKK TO POLK 39 0 CAA/_- -� COUNTY 30 TO LAKELAND -29 27 6 25 neo rH ae LUZ RT 31 32 33 3A 35 36 31 ® 32 TO LAKELAND FEBRUARY 26, 2020 GOVERNING STANDARD PLANS: Florida Department of Transportation, FY2019-20 Standard Plans for Road and 6 s s ilpp-i 100% SUBMITTAL Bridge Construction and applicable Interim Revisions (IRs). i 6 5 — 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/standardplans 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: KIMLEY-HORN AND ASSOCIATES Florida 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 Kimley)))Horn FISCAL SHEET YEAR NO. 19 T-1 2/27/2020 4:55:50 PM \\tamfpOl\FL TAM\TAM Roadway\048797-City of Zeohvrhills\093-U5 301 &Pretty Po. t'1 R 'S/// SIGNED AND SEALED IS ITEM HAS BEENgyIGITALLY `� ��� ,/,', STIGNED AND SEALED IS ITEM HAS BEENDIGITALLY ` tAIS //// SIGNED AND SEALED IS ITEM HAS BEENDIGITALLY �,.�1 C E N SF ��C.,•''�l G E N SF'•S✓,� Joseph A Roberts �'��ti�?•'�l ENS • 9�''�� Digitally signed by Kristina 5 LaCava N Date:2020.04.03 12:13:32-04'00' No 51505 No 78547 2020.04.06 05:06:23 -04 00 No 77594 * ' * 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 j PRINTED COPIES OF THIS DOCUMENT ARE PRINTED COPIES OF THIS DOCUMENT ARE -' . ;'�� NOT CONSIDERED SIGNED AND SEALED %'0'• NOT CONSIDERED SIGNED AND SEALED %'0'• ;'�� NOT CONSIDERED SIGNED AND SEALED � . STATE OF L(, AND THE SIGNATURE MUST BE VERIFIED !( STATE OF ,` AND THE SIGNATURE MUST 8E VERIFIED �'• STATE OF � AND THE SIGNATURE MUST BE VERIFIED R Q ON ANY ELECTRONIC COPIES. O ' J' P ' ON ANY ELECTRONIC COPIES. R O ' F ON ANY ELECTRONIC COPIES. 0 R l O NG� `� KIMLEY-HORN AND ASSOCIATES, INC. i�Fs' R l , '•G) %%KIMLEY-HORN AND ASSOCIATES,INC. `F`r %O P � � AREHNA ENGINEERING, INC. 655 NORTH FRANKLIN STREET ���SIINA 1 �� 189 SOUTH ORANGE AVENUE, SUITE 1000 ��/S"�NA "N�� 5012 WEST LEMON STREET ORLANDO, FL 32801 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 61G15-23.004, 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-1 I 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 JOHN SEALS, P.E. I SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS �/+ NO. KIMLEY-HORN AND ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. S7�GIVA/( URE SHEE T 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL 33602 ISR 39 PASCO 18-093 T-2 CERTIFICATE OF AUTHORIZATION 696 Robe rt.Myers 4/2/2020 6:25:58 PM C:\Users\robert.myers\Desktop\093-US 301 &Pretty Pond\048797093\siinals\SIGNSG0I.DGN TABULATION OF QUANTITIES PAY SHEET NUMBERS TOTAL GRAND ITEM DESCRIPTION UNIT TH/S TOTAL NO. T-S T-5 T-7 T-B T-9 T-IS T-16' SHEET 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 8.35 145 980 1,705 2,275 5,940 5,940 630-2-12 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 PI 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, FBI, UNDERGROUND, 144 FIBERS LF 3,605 3,160 5,765 6,765 633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 12 4 16 16 633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&/, SPLICE ENCLOSURE EA 3 1 4 4 533-3-12 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 /8" EA 18 1 16 35 35 635-2-12 PULL & SPLICE BOX, F&I, 24" X 36" X 30" EA 1 10 9 20 20 635-2-13 PULL & SPLICE BOX, F&/, 30" X 60" X 30" /RECTANGULAR/ EA 3 1 4 4 539-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS I 1 2 2 639-2-1 ELECTRICAL SERVICE WIRE, FURNISH& INSTALL LF 400 230 630 630 639-3-11 ELECTRICAL SERVICE DISCONNECT, FBI, POLE MOUNT EA 1 1 2 2 541-2-12 PRESTRESSED CONCRETE POLE, F&I, 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 2 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 8 8 16 15 646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 8 8 8 649-21-01 MAST ARM, F&I, WIND SPEED-150, SINGLE ARM, 30' EA 2 2 2 649-21-10 MAST ARM, F&I, WIND SPEED-150, SINGLE ARM, 60' EA 2 2 2 649-21-15 MAST ARM, FBI, WIND SPEED-150, SINGLE ARM, 70' EA I 1 1 649-21-21 MAST ARM, F&/, 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 13 650-1-16 TRAFFIC SIGNAL, FURNISH& INSTALL ALUMINUM, 4 SECTION, 1 WAY AS 2 1 4 4 650-1-19 TRAFFIC SIGNAL, FURNISH& INSTALL ALUMINUM, 5 SECTION CLUSTER, 1 WAY AS 2 1 3 3 653-1-11 PEDESTRIAN SIGNAL, FURNISH& INSTALL, LED COUNTDOWN, 1 WAY AS 8 8 16 16 660-2-102 LOOP ASSEMBLY, F&/, TYPE B AS 2 2 4 8 8 660-2-106 LOOP ASSEMBLY, F&I, TYPE F AS 10 11 21 21 653-1-111 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS EA 1 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 16 670-5-111 TRAFFIC CONTROLLER ASSEMBLY, F&/, NEMA, I PREEMPTION AS 1 1 2 2 670-5-400 TRAFFIC CONTROLLER ASSEMBLY, MODIFY AS 1 1 2 2 682-I-113 ITS CCTV CAMERA, F&/, DOME PTZ ENCLOSURE-PRESSURIZED, IP, H/GH DEFINITION EA 1 1 2 2 684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH& INSTALL EA 1 1 2 2 684-5-1 MEDIA CONVERTER, F&I EA 3 1 4 4 585-1-11 UNINTERRUPTIBLE POWER SUPPLY, F&I, LINE INTERACTIVE EA 1 1 2 2 700-/-60 SINGLE POST SIGN, REMOVE AS 700-3-201 SIGN PANEL, F&I OVERHEAD MOUNT, I/P TO 12 SF EA 8 6 14 14 700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH& INSTALL, OVERHEAD MOUNT, 12-18 SF EA 4 4 8 B 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 CIITY OF ZEPHYRHIILLS NO. KIMLEY-HORN AND ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. TAB ULA TION OF QUANTITIES 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 18-093 T-3 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\siqnals\ 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. CIFIPIE4KSK1K9 the cabinet shall be connected to the ground buss bar. d. CIFIVIE4K5KI-03 e. C!-ISE-BASE-24P 7. All field wires in cabinet shall be identified with PANDUIT #PLFIM-C marker ties; or equivalent. f. CI-PI-LFAS-2K3K-K9 g. PWR-1E65W-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-C1F14K5K 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 MIKE 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 ZEPHYRHILLS COMMUNICATIONS 5 BRUCE IKE KIKER S 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 BRUC SEE OLMO coordinated with Pasco County Traffic Operations. There shall be a minimum of two (2) feet separation between the DUKE ENERGY COMMUNICATIONS STEPHANIE CHOEYKRAJANG 407-905-3376 813-877-7480 controller cabinet and the UPS cabinet. PASCO 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 FOOT 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 PB2000-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. 655KIM O-HORN ANK ASIN S ROAD NO COUNTY WORK ORDER NO. ' 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\sianais\ 2RUN5 20 FT 4RUNS@90 FT 20 LFF 630-2-11 I 1 - 2" PVC ®(GROUND EL. 151.2' LF 630-2-11 90 LF 630-2-12 2 EA 40 646-1-17 90 LF 639-2-1 T.O.F. EL. 151.7' PROPOSED ELECTRICAL 2 E 665-1-11 I EA 635-2-17 (I) HIGH VOLTAGE ' STA 429+29 SERVICE POINT• (1) I VOTAG 2EA 660 2-106 (1) LOW VOLTAGE U 3 RUNS @ 25 FT HGH LE 2 RUNS @ 135 FT (I) LOW VOLTAGE (1) SPARE(2) POWER \ ti 630-2-ii 25 LF 0 IO 40 135 LF 630-2-11 I 635-2-11 I3EA 1 EA P 635-2-11 GROUND EL. 147.3' EA Q EXIST. R/W Feet 649-21-01 1 4RUNS 145 FT I EA 639-3-11 O T.O.F. EL. 147.3' ) ti LINE 639-2-1 STA 428+23 it 663-1-112 1 EA 630-2-72 145 LF 135 LF 46' LT II EXIST. (1) HIGH VOLTAGE 1 EA 641-2-12 3 RUNS @ 20 FT ' POWER 639 2-1 145 LF (1, POWER II , i (1) SPA VOLTAGE � 20 LF 630-2-12 � POLE (1) SPARE (1) HIGH VOLTAGE (1) SPARE 3 EA 635-2-11 (1)POWER VOLTAGE 1 EA 649-21-]5 I O ' 2 RUNS @ 20 FT (1) SPARE _ 12.47 KV ONE I �'.• I' I EA 663-7-772 DUKE ENERGY = �" 630-2-11 20 LF I - 2" PVC I E 646-1-11 2 EA 630-2-12 55 LF (1) HIGH VOLTAGE (1) LOW VOLTAGE y ° �� A 665 7-17 2EA 635-2-11 1 EA STA 425+41 00 (1) SPARE HIGH VOLTAGE 660-2-106 3 EA 290 LF 630-2-11 EXIST. POWER POLE T (1) LOW VOLTAGE t' < r..�. .cIl c)--. LJv Lt' �QJ a_ I� � IST 1 J•_: — �p F t 2EA 635-2-11 • -__ _ _ — — — _ T, _ 2EA 660-2-102 - - jG y- _-- - - - - - —• + J ) - - - - - • -- -- G{D)_- — -- - - EXIST. POWER POLE — — — — — — - -FUTURE - • SIGNAL HEAD _ - - - - - - - - -----�t---------- _� • P6 ROADN E vu • _ •_— P4 CROW L. — — — — 148.7 m Ps. 300' • - - - - 6D 427 - - - - - - - - - - 428 429, 430 0 Q 6C ROADWAY RG4DWAY ; L-6A CROWN EL. Ck€1WN EL. u 147.4' 106' W US 301/SR 39/GALL BOULEVARD = 1 ;' 5 L-IA a F �cii - - • L-2A W' z1i11 LLI U 12.47 KV OHE Ps DUKE ENERGY L-26 E FUTURE 639-1-122 1 AS _ _ _ _ _ 0 3,. HEAD - - - 639-2-1 I S LF E - I 641-2-12 1 EA 1 Pa _� --- Vf o� P2 4R 4 4 v2 — — — — 630-2-71 ISLE Wf } Jtv(Dk a.- - - - - - • -:- } - - :P1I(; }__ - s: n.. .. C H L •r; `• — —_ _ — EXISTING ABANDONED 6" GAS LINE IN BT D)- - - - - - -BT(D). . }`, ST(D�. . . . . . . BT;_) 5 7(Dt -+'T(D)- - - - - • • • CONFL/CT WITH THE FOUNDATION FOR SIGNAL — — — POLE 'D'. REFER TO SUE DATA SHEET (1). EXIST. R/W LINE 2 RUNS @ 35 FT A EXIST. POWER POLE 35 LF 630-2-11 EXIST. R/W LINE I - 2" PVC 2EA 646-1-11 630 2-11 135 LF 55 LF 630-2-71 2EA 665-1-11 ROADWAY � ' 2 RUNS @ 40 FT 1 EA 635-2-11 (1) HIGH VOLTAGE CROWN EL. ; 630-2-11 40 LF A GROUND EL. 149.6 T.O.F. EL. 150 '.1' AT CABINET: 3 EA 660-2-106 (I) LOW VOLTAGE - 646-1-11 2EA STA 429+50 4RUNS @ 15 LF GROUND EL. 147.6' 665-1-11 2EA 97.5' RT 630-2-11 IS LF © T.O.F. EL. 148.1' 3 RUNS @ 90 FT �� (1) HIGH VOLTAGE 3 RUNS @ 5 FT 632-7-1 1 PI STA 428+62 90 LF 630-2-12 (1) LOW VOLTAGE 630-2-11 5 LF 639-2-1 15 LF 96' RT 635-2-11 3 EA 3 RUNS @5 FT (1) VOLTAGE OE 1 - 2" PVC 649-27-21 ] EA 663-1-111 1 EA 1) LOW 5 LF 630-2-11 _ I 670-5-111 1 EA (1) SPARE 630 2-12 35 LF 663l112 1 EA LEGEND: 2 EA 635-2-17 _ - ~ I 635-2-11 1 EA 682-1-113 1 EA 6 5684-1-1 1 1 1 EA 1-11 1 EA ♦ OPTICOM DEVICE I EA 66 - 660-2-106 2 EA 1 EA 6633-7 7-112 12 (1) HIGH VOLTAGE (1) HIGH VOLTAGE CCTV CAMERA (1) LOW VOLTAGE (1) LOW VOLTAGE (1) HIGH VOLTAGE (1) SPARE (1) SPARE (1) LOW VOLTAGE (1) SPARE (1) POWER REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILLS �T r� 7� �7 �y7� }�7 NO. 655 NORTH FRANKLIN AND STREET, ROAD NO. COUNTY WORK ORDER NO. SJ[G ALI AT]O. \Y g'LA �y (01) 655 NORTH STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 18-093 T-5 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/27/2020 4:55:58 PM \\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 P2 SI Q ® FREE SWINGING, DOUBLE-SIDED O o P4 vie; STARTCROSNG �5 f7111msn rood re 8-0 _ 6'-O°__________ P6 _ IfStMea 8 SR PS �� TIMEREMAINWG Gall Blvd Gall Blvd 700-5-22 I2 EA R T.Fnkn C os4eo i 'w I 7239 7240 " 7240 7239 Y R "" " DONT CROSS PED. SIGNAL (WB DIRECTION) (EB DIRECTION) Y Y -}3 COUNT-DOWN PUSHBUTTON G G G Q ]-SECT., 1-WAY TO CROSS T-0' 8 AS STREET NAME 4-SECT., 1-WAY 3-SECT., 1-WAY 5-SECT., 1-WAY 653-]-I] Medical Arts Ct o 4 Medical Arts Ct 0 700-5-22 2 FA o 2 AS 6 AS 2 AS 650-1-16 650-1-14 650-1-19 FTP-69B-06 37900 " 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 P6 f - MEDICAL ARTS CT (MINOR STREET) PHASES 4 & 8 TURNING VEHICLES 6 TF 1 OI +® OS+ TF 5 Z 700-3-201 4 EA 5R 8R P6 _ _ v TO 30""0X130„ 4 JTF 2 O2 © TF 6 4R 5 6 P4 4 OR } 8 P8U-TURN RIGHT 2 1 -16 8R rF 3 �+® TO 10 YIELD � 7oo-3-zo1 4 EA �-�P2 PHASE 1 4R 5 / PHASE 3 PHASE 4 30" 35' TURN PHASE 2 DETECTORS FOR LOOPS CONTROLLER TIMINGS NUMBER DETECTOR DELAY CONTROLLER PHASE 1,8R 2 4 4R 6 8 LOOP OF CHANNEL (SEC) LOOPS DIRECTION WBL EBT SB EBL WBT NB L-5A I 1A - INITIAL GREEN (MIN) 5 15 5 5 75 5 L-2A, L-2B 2 2A, 2B - EXTENSION (GAP) 3.0 3.0 3.0 3.0 3.0 3.0 L-2C, L-2D 2 3A, 3B MAXIMUM GREEN 1 35 50 35 35 50 35 CONTROLLER NOTES L-4A I 4A - z MAXIMUM GREEN 2 - - - L-4B I 5A 5 ti 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-IA I 6A - z ALL RED CLEARANCE 2.0 2.0 4.3 2.0 2.0 4.3 (SPEED LIMIT NOT LISTED). L-6A, L-6B 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 BA, 8B - ~- FLASH RED. -8A DETECTOR DELAY 3. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FDOT STANDARD PLANS 671-001. L-8B 1 9 A 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 15 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. I SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS KIMLEY-HORN AND ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. SIG �YALIZAT O �' PLAN �01A) NO. 655 NORTH FRANKLIN STREET, SUITE 150HIISC DETAILS TAMPA, FL 33602 SR 39 PASCO 18-093 T-6 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/27/2020 4:55:59 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-05 301&Pretty Pond\048797093\s1gnals\ SIGNAL DISPLAY DETAILS L2� 646-1-60 I2EA 0 10 40 I EA 641-2-70 Z W L L1 v z Feet 51 2 EA 646-1-60 C: Q L LJ z� QLL E>}, I EXIST. RIW LINE t', Z 3-SECT., 1-WAY 3-SECT., 1-WAY I1 •-7 � Vii.. Bak--- - 2 AS 8 as n - —— TO BE REMOVED AS TO BE REMOVED AS `` ` - PART OF PAY ITEM PART OF PAY ITEM - NO. 641-2-70 NO. 641-2-70 EXIST. R/W LINE-.\ \�\ j -- - " T(B) BT(B) : 8 8) -_-- ----- ;, l 6T(B)- -O BT(B) •-=- - BT(8) - - - - - - -- � PEDESTRIAN DISPLAY DETAILS I \- - - - —— � IL ,(� - ,� � -c' GFgT�`- - - - - - G(.:)- - - - - - - - - G(D ;G(D) P2 \\L r -BE(DJ P \\ G(D) - - LF6� p G(D) GTD7""""— — )�_� G D. T — — — — — op tga - - - - - - - - - - - - - - - - - - - - \- - - - - - - - - - - - - - - GNAL p - - - - - - - - - COUNT-DOWN - 431 432 - 433 - - - - - - - 434 US 301/SR 39/GALL BOULEVARD COUNT- - - - - - f--►1� 1-SECT., 1-WAY 141 �� 8 EA � .. TO BE REMOVED AS PART OF PAY ITEM - - - - NO. 646-1-60 W } 2C Imo— _ 20 t " 1 IgE(iU) .4 - - -- - -- — + =psi = Et J- --1_•1 = ,Q - -- _ , � --- - - - - B r - � BT D� � LJ1 __ - —_ � 64602EXISTWLINE I - EXIST. R/W LINE STA 432+23.30 I I 641-2-70 7 EA 145 LF 630-2-11 7 EA 635-2-11 i NI 2 EA 660-2-102 . w m m m 2 EA 646-1-60 REVISIONS JOHN SEALS, P.E. SHEET DATE l DESCRIPTION DATE DESCRIPTION P,E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILLS �r7� �T 7� NO. 655 NORTH FRANKLIN AND STREET, ROAD NO. COUNTY WORK ORDER NO. J 1l l.1 ALIZATION PLAN (02) 655 NORTH STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 78-093 T-7 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/27/2020 4:56:01 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301&Pretty Pond\048797093\signals\ O GROUND EL. 144.1' 1 - 2' PVC EL. 144.6' 3 RUNS @ 105 FT 35 LF 630-2-12 105 LF 630-2-12 PROPOSED ELECTRICAL STA 439+74 1 EA 635-2-77 -EXIST R/W LINE GROUND EL. 738.2" 63.00" LT (1) HIGH VOLTAGE 2 EA 660-2-106 SERVICE POINT: O T.O.F. EL. 140.2' 2 RUNS 70 FT (1) LOW VOLTAGE ROADWAY 2 RUNS 55 FT O IO 40 10 LF 630-2-12 (1) SPARE 142O CR 50 .2'WN EL. 2 RUNS 50 FT 630-2-11 55 LF STA 5440+84 . ' LT 2 EA 635-2-11 II 630-2-11 50 LF 635-2-11 1 EA 3 RUNS @ 10 FT Feet I EA 649-21-21 646-1-11 2 EA 639-3-11 1 EA 630-2-I1 10 LF Y 639-2-1 55 LF 635-2-11 3 EA I EA 663-1-112 s p 665-1-71 2 EA (1) HIGH VOLTAGE Q. O (1) HIGH VOLTAGE 641-2-12 I EA 649-21-10 l EA (1) LOW VOLTAGE 12.47 KV• OHE EXIST. >_Q - (1) LOW VOLTAGE (1) POWER 663-1-712 1 EA DUKE ENERGY PO E R I� I I (1) SPARE (1) HIGH VOLTAGE EXIST. R/W W iw1: — _ �1) LOW VOLTAGE LINE i •BT(B)_ . ` _ OTV ©� 1 SPARE _ ' TbPV 6 _.-- 7V 0 2 RUNS 15 FT :: QT �z f� ) . .___ ( E-Xt5F. POWER POLE 15 LF 630-2-12 6� J / 1-'PVC NOTE: BaID G ) _ 630-2-11 45 LF POLES 'E' AND 'F': FRONTIER COMMUNICATIONS STA 436+82.90 - - 1 EA 665-1-1] TO RELOCATE BURIED 2"/4" TELEPHONE � G(81_ ,�• 635-2-11 1 EA CONDUITS IN CONFLICT WITH SIGNAL POLE 320 LF 630-2-11 = -G(1�J I, , 1 (7) HIGH VOLTAGE \ v t I �� • 660-2-106 3 EA FOUNDATIONS. CONTRACTOR TO PROVICE 106 I EA 635-2-11 (1) LOW VOLTAGE \� ,`\\ DAYS ADVANCE NOTfCE TO FRONTIER FOR -) 2 EA 660-2-102 ti n`' a RELOCATIONS. - - - - - - - -0(D)- - G )-. I; r _ 4 RUNS 155 FT • • • • • d m — 630-2-12 155 LF m FUTtlRE, T i, 4-SECTION — 442 (1) HIGH VOLTAGE 437 439 FUTURE SIGNAL 64O HEA1�W; Pa L- �� (1) LOW VOLTAGE 6D HEAD :t — (1) POWER 300' 1 I-~ L-6A (1) SPARE i 6c 2 RUNS @ 30 FT 1^ — L SA O 30 LF 630-2-11 j2.47 KV�OHE � ; • 300' L2C I EA 646-1-11 — m DUKE ENERGY i, • I EA 665-1-11 US 301/SR 39/GALL BOULEVARD E FUTURE SIGNAL 20 (1) HIGH VOLTAGE L-28 HEAD - - -- - - -- - (]) LOW VOLTAGE �` , '� _ - -' - �,•-� _ _ -- _ --- - -- .� o im4-S4CrION -- • —� �� /.- -- ----- :.t E P :1 f' •D - -- --==_LY =— - -�-- STA 443+78.70 _ . . _. _,'. . . -yE .(t 1 , t' + - . - - • . . . BT(D) BT(D)- - - - 665-1-11 1 EA OC ^' ) _ — (1) HIGH VOLTAGE L.-"1 \. BT(D) 1 - 2" PVC .:. EXIST. ' ' (1) LOW VOLTAGE EXIST. R/W LIN 25 LF 630-2-11 POWER C II EXIS`\T, ' POLE PER OWE AT CABINET: I EA 635-2-12 �� 2 RUNS 45 FT `PDCE - ' o 4 RUNS@10 LF 3 EA 660-2-106 45 LF 630-2-11 ROADWAY' : j' 2 RUNS @ 11 FT E GROUND EL. 139.3' 630-2-11 10 LF 1 630-2-17 20 LF T.O.F. EL. 139.8' 2 EA 646-7-77 CROWN E i' 632-7-1 1 PI O GROUND EL. 142.4 141.6' �' !' 646-1-11 1 EA 639-1-122 1 AS STA 440+88 742.9' ' 2 EA 665-1-11 665-]-77 1 EA 639-2-1 10 LF 13 RUNS @ 5 FT 639-2-1 10 LF STA 439+68 (1) HIGH VOLTAGE _ 0 630-2-11 10 LF 663-1-111 1 EA 97.5' RT (1) LOW VOLTAGE N. (1) HIGH VOLTAGE 641-2-12 1 EA 630 2-11 5 LF 670-5-111 1 EA 5 LF 630-2-11 2 RUNS 5 FT (7)LOW VOLTAGE 635-2-11 3 EA 684-1-1 1 EA LEGEND: 649-21-21 1 EA 685-1-11 1 EA 663-1-112 1 EA 2 EA 635-2-17 3 RUNS 125 FT 682-1-113 1 EA ♦ OPTICOM DEVICE d (1) HIGH VOLTAGE I EA 649-21-10 125 LF 630-2-12 I ,1 (1) LOW VOLTAGE CCTV CAMERA 1 EA 663-1-112 (1) HIGH VOLTAGE 1 - 2" PVC (1) HIGH VOLTAGE (1) SPARE H PROPOSED SIGNAL HEAD (1) HIGH VOLTAGE (1) LOW VOLTAGE ' I 630-2-11 35 LF (1) LOW VOLTAGE (1) POWER f- . FUTURE SIGNAL HEAD (1) LOW VOLTAGE (1) SPARE 1 s ^ ±35-2l1 1 EA (1) SPARE 660-2-106 3 EA REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHIILLS �+7��e�T7� �+ 7� NO. KIMLEY-HORN AND ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. sy I L8NALIZA/I I®N PLAN (®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 aP2 STARTCROSSING ® S Wa For FREE SWINGING, DOUBLE-SIDED, DIRECTIONAL pq N`T a El Ts ]ONT START 6'-0 P6 1.smma 9 6,_0. IIIIl ❑ �S SR P8 TIME REMAINING Gall Blvd o Gall Blvd O 7QQ_5-22 2 EA R a ❑ p8 TOFWeNCrossin9 ry 7450 7460 ^'� 7460 7450 R m CROSS (WB DIRECTION) (EB DIRECTION) R PED. SIGNAL Y Y Yj COUNT-DOWN PUSHBUTTON I-SECT., 1-WAY TOCROSS B-0 80 6 G G -G3 8 AS STREET NAME 4-SECT., I-WAY 3-SECT., I-WAY 5-SECT., 1-WAY 653-1-11 oT Pretty Pond Rd �T Pretty Pond Rd 700-5-22 2 EA FTP-69B-06 Il 2 AS 7 AS I AS37000 38000 1 I 38000 37000 650-1-16 I I 650-1-14 1 I 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 TURNING P6 - - VEHICLES E1 700-3-20] 4 EA 6 v TO RIO-15R 30" X 30" 8R P6 pal 5 . 13 U-TURN 6 -- OR 5A I P4 4 S P8 YIELD A 700-3-201 2 EA TO RIO-16 I SR Z �, 5 P2 RIGHT I 30" X 36" PHASE 1 -2 PHASE 3 PHASE 4 TURN -P2 PHASE 2 DETECTORS FOR LOOPS CONTROLLER TIMINGS NUMBER DETECTOR DELAY LOOP OF CHANNEL (SEC) CONTROLLER PHASE I,BR 2 4 5 6 8 LOOPSDIRECTION SBL NB EB NBL SB WB L-5A 1 ]A - 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-2C, L-2D 2 3A, 3B MAXIMUM GREEN 1 35 50 35 35 50 35 L-4A I 4A MAXIMUM GREEN 2 -- 1. THE MAJOR STREET IS US 301 (SPEED LIMIT 45 MPH). THE MINOR STREET 15 PRETTY POND ROAD L-4B I 5A YELLOW CLEARANCE .8 (SPEED LIMIT 45 MPH EASTBOUND, WESTBOUND SPEED LIMIT IS UNLISTED). L-IA I 6A - ALL RED CLEARANCE .5 2. FLASHING OPERATION: MOVEMENTS 2 AND 6 WILL FLASH YELLOW. ALL OTHER MOVEMENTS SHALL L-6A, L-6B 2 7A, 78 FLASH RED. EE PHASE RECALL - MIN - - MIN - 3. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FOOT STANDARD PLANS 671-001. L-6C, L-6D 2 8A, BB ~ DETECTOR DELAY 4. ALL SIGNAL HEADS TO HAVE BACK PLATES WITH YELLOW REFLECTIVE BORDERS. L-3A I 9A 5. IF PEDESTRIAN PHASE P2 IS ACTIVATED, PHASE 2R DISPLAYS A GREEN BALL. IF PEDESTRIAN L-8A I IOA - WALK - 7 PHASE P4 IS ACTIVATED, PHASE 4R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE P8 IS L-8B 1 IA 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 15 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 ZEPHYRHILLS KIMLEY-HORN AND ASSOCIATES SIIGIVAALIIZAI TII®1V PLAN (03A) NO. 655 NORTH FRANKLIN STREET, SUITE 150 ROAD N0. COUNTY WORK ORDER NO. MpSG DETAILSTAMPA, FL 33602 SR 39 PASCO 18-093 T-9 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:23 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 & Pretty Pond\048797093\signals\ D H4 C H3 B A H2 YO OY OY YO SIGN B 1N2 ARM W4 W31 MOUNTING 4 3 2 1 1 WI HEIGHT !-_ HI I (ARM M.H.) TOTAL ARM LENGTH TOP OF FOUNDATION ELEVATION * DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY SIGNAL DATA SIGN DATA TOP OF RDWY BACK PED DISTANCE FROM POLE ANGLE DISTANCE FROM POLE / .ID LOCATION CROWN SIGNAL LUM. TOTAL ARM STWNDUALHEIGHT AND WIDTH OF SIGN PAINT NO] SHEE T OFFSET FOND. BY STATION, U ARM EL. / PLATE / ARM M.H. NO. EL. NO. VH YINS SIGNAL YI YN N ] * 2 * 3 * 4 * LENGTHARMS A H1 WI B H2 W2 C H3 W3 D H4 W4 COLOR 90/270 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' -- -- 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 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' -- --- ----- -------------- ----- 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' -- - -- 2 POLE ID NUMBER "A","B","C","D": NEW FDOT TRAFFIC SIGNAL MAST ARM/STEEL POLE NUMBER I4M115 POLE ID NUMBER "E","F","G","H": NEW FDOT TRAFFIC SIGNAL MAST ARM/STEEL POLE NUMBER 14M116 REVISIONS JOHN SEALS, P.E. SHEET DATE ] DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS ARM NO. KIMLEY-HORN AND ASSOCIATES 150 ROAD ND. COUNTY WORK ORDER NO. HAS T TAB ULA TION SHEET T 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 \\tamfp0l\FL TAM\TAM Roadway\048797 -City of Zephyrhills\093-US 301 &Pretty Pond\048797093\siqnals\ STANDARD MAST ARM ASSEMBLIES DATA TABLE Table Date 09-06-19 STRUCTURE FIRST ARM SECOND ARM POLE DRILLED ID DESIGNATION OF LL SHAFT ARM FAA ARM SAA (deg) (deg) POLE UAA UB NUMBERS ID (ft.) ID (ft.) ID (ft.) (ft.) ID A A78/SH-P6/S A78/SH - - - - - P6/5 25 22 05/20/5.0 B A30/5-P1/S A30/S - - - - - P1/S 25 22 DS/12/4.5 C A70/SH-P5/S A70/SH - - - - - P5/S 25 22 DS/18/5.0 D A30/5-P1/S A30/S - - - - - P1/S 22 19 DS/16/4.5 E A78/S-P6/S A78/S - - - - - P6/S 25 22 DS/25/5.0 F A60/S-P4/S A60/S - - - - - P4/S 24 21 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 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, 2019. 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-06 POLE E - BORING MA-01 4. WORK WITH INDEX 649-030 AND 649-031. CLASSIFCATION: COHESIONLESS SOIL CLASSIFICATION COHESSIONLESS SOIL FRICTION ANGLE: 32 DEG. FRICTION ANGLE: 30 DEG. 5. DESIGN WIND SPEED = 150 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 2019. POLE B - BORING MA-07 POLE F - BORING MA-02 CLASSIFICATION COHESSIONLESS SOIL CLASSIFICATION: COHESSIONLESS SOIL DESIGN SPECIFICATIONS: FRICTION ANGLE: 31 DEG. FRICTION ANGLE: 31 DEG. FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, JANUARY 2019 AND UNIT WEIGHT: 47 PCF UNIT WEIGHT: 45 PCF FY 2019-2020 STANDARD PLANS. 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: 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 MAST AR KIMLEY-HORN AND ASSOCIATES NO. 189 S. ORANGE AVE, SUITE 1000 ROAD NO. E COUNTY WORK ORDER NO. ASSEMBLIES DATA TABLEORLANDO, FLORIDA 32801 SR 39 PASCO 18-O93 T-1 1 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 RB(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. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 78547 CITY OF ZEPHYRHILLS SPECIAL p g� fr KIMLEY-HORN AND ASSOCIATES IL'l[s 1L ,(IL4 J[01�d NO. 189 5. ORANGE AVE, SUITE 1000 ROAD NO. COUNTY WORK ORDER NO. ASSE BL pES DA TA TABLE ORLANDO, FLORIDA 32801 SR 39 PASCO I 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\� SIGN NAME]A (WB DIRECT/ON) ]QTY[2 STATION(S) SIGN NAME]A (ED DIRECT/ON) QTY 2 STATION(S) PANEL BORDER 428+62 PANEL 1 BORDER 428+62 WIDTH 6'-0" IDTH 429+29 WIDTH 6,-0„ 1DTH I" 429+29 EIGHT 2'-o" RADII " EIGHT 2'-O" RADII 0" LEGEND White COLOR hite LEGEND tWhlfe COLOR White COLOR Green 6'-O" COLOR Green 6'-0" SYMBOL(S) ANGLE X Y WID HT SYMBOL(S) ANGL X Y WID HT 0 8"EM 18:EM o 8"EM EM ii I q " 1 4 46"E • "E O4 6"E • 6"E BORDER .5 59.1" ;5 BORDER .5 SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" NUMBER Egp LENGTH NUMBER S 0 e Of Lan LENGTH NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO. OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE ]WATTI VOLTAGE COPY G a B I v d L Copy G o 1 I B 1 v d L SPACE 7.6 15.8 24.3 29.1 38.7 47.4 51.3 59., 56.7 1 1 1 J SPACE 7.6 15.8 124.3 29.1 38.7 47.4 51.3 59.1 56.7 COPY 7 z 3 9 L COPY 72 4 10 L SPACE 6.5 12.3 16 23.7 22.i SPACE 6.5 12.3 17.9 24.7 23.3 iii iiiiiiiii __ Copy 7 2 4 0 L1 1 Copy 7 2 3 9 L SPACE 42.2 48.1 53.6 60.5 23.3 SPACE 43.3 49.2 54.9 60.6 22.1 COPY COPY SPACE SPACE COPY COPY. SPACE SPACE COPY COPYI1_I_I_I_I r I_I_1_r I r SPACE II_HJ SPACE SIGN NAM B (NB DIRECTION) OTY 2 STATION(S) SIGN NAM B (SB DIRECTION) QTYJ 2 STATIONS) PANEL BORDER 428+23 PANEL BORDER WIDTH 7'-0" IDTH I" 429+50 WIDTH 7'-0" 10TH I" 429+50 EIGHT 2--O„ RADII 0" EIGHT 2'-0" RADII 0" LEGEND white _COLOR WhitB LEGEND white COLOR Wnite 7.-0" COLOR Green 7.-0" COLOR Green 4- SYMBOL(S) ANGLE X Y WID HT SYMBOL(S) ANGLE X Y WID HT "D - " 6"D 6.4" AR_Type D 89.9 6 _14 6.4 9.6 4 _ 4 4" AR_Type D 270 68.4 13.6 6.4 9.6 6"D 6.4" - L 6"D 6"D 1 4 11 N 14" 6D14" 14 " 1 4 Lr -'�- i ; BORDER 6" 72" 6 BORDER TH=1" SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH-1" 6" J2" 6 SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE NUMBER F R 5 Of La" LENGTH NUMBERSFVUEde Of LanI LENGTH N0. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO. OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY M e 1 d 1 C O I A r I s C 111 L 1COPY M e d i c o I A t s c c L SPACE 18.8 24.6 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 D L COPY 3 7 9 0 0 Ll_I_r_IIII_II1 SPACE 6.2 11.3 16.4 21.7 27.1 25.2 SPACE 52.4 57.5 62.6 67.9 73.4 25.2 COPYIlllIIIIllII1llI1ll1l1Il ]] COPY SPACE I I I I I SPACE] ........JlIllll11ll1I } I1ll } I COPY COPY SPACE ] I ] ] ] ] I ] I1I1IIIHH] SPACE] J1IHHH11HH } IILHI COPY COPY _I_I_I_1 SPACE SPACE COPY COPY SPACE SPACE REVISIONS1 JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS KIMLEY-HORN AND ASS0CIATES7- 655NO. NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. GUIDE SIGN WORKSHEET�' (01) TAMPA, FL 33602 SR 39 PASCO 18-093 T-13J 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\ SIGN NAM C(W8 DIRECTION) QTY 2 STATIONS) SIGN NAME c(EB DIRECTION) QTY 2 STATIONS) PANEL I BORDER 439+68 PANEL I BORDER 439+68 WIDTH 6,-0" WIDTH I^ 440+84 WIDTH'6'-0" IDTH i" 440+84 EIGHT 2'-0" RADII o" EIGHT 2'-O" RADII o° LEGEND White COLOR White LEGEND white COLOR white COLOR Green 6._O^ COLOR Green 6'-0" SYMBOL(S) ANGL X Y WID HT _ SYMBOL(S) ANGL X Y WID HT 31 8"EM • 8"EM 8"EM • EM SYMBOL(S) I 4'I q" 1 q q^ 6"E • • 6"E L� 6"E • • 6"E BORDER BORDER .5 SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH-1" S 59" -S SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE TH=1" NUMBER "L.fQ2T Etl a Of Lan LENGTH NUMBER 1TPUcrUEAB.0LLASLENGTH NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY I G o 1 B I v 1 d L F FCOPY G Foil I7B Ii v Fd 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 17 4 5 0 L COPY 7 4 6 0 FL SPACE 6.5 12.2 18.8 24.7 23.3 SPACE 6.5 12.2 19 25.1 JJ_H J ±_EEEEEH" __ 23.6_±COPY 7 4 6 0 L COPY 7 4 5 ° F L _EEEE_TIIHEHEEEEE SPACE 41.8 47.5 54.4 60.4 23.6 SPACE 42.2 47.9 54.6 60.5 23.3 COPY COPY - I I _r_I_- ii}iiiiiiiiii SPACE -J- - - --- ____ SPACE COPY COPY _IF ] F _L- _ SPACE SPACE COPY COPYF1_1_r_F_I F_F_F_F_Ir_F [ F SPACE HTESPACE IGN NAM D (NB DIRECTION) QTY 2 STATIONS) SIGN NAMED (SB DIRECTION) QTY 2 STATIONS) PANEL BORDER 439+74 PANEL BORDER 439+74 WIDTH 81-0" IDTH 1" 440+88 WIDTH 8'-0" IDTH 1" 440+88 EIGHT 2' o" RADII 0" EIGHT 2'-0" RADII 0" LEGEND white COLOR While LEGEND White COLOR White COLOR Green e._ .. COLOR Green 8'-0" SYMBOL(S) ANGL X Y WID HT SYMBOL(S) ANGL X Y WID HT 0 8"E • • • 8"E 8"E o 8"E • • • 8"E 8"E 1 4 q^ 4 q" L� 6"E • • • : • • 6"E 13" w 6"E : • • • • • • 6"E 13" BORDER BORDER SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE 9 84'2" '8 SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE 84.2" 9 NUMBER F POT "GAB Of Lan LENGTH TH-1" NUMBER P T d e Of Can LENGTH TH=1" NO.OF LIGHT FIXTURE 1FJTTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY P e t t y P o n d R d L COPY r e t t y P o n SPACE 5.9 13.4 17.8 23.1 27 30.9 45 P d R d L 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 3 7 0 0 0 L IIJCOPY 3 8 Ia Ia lol ILl SPACE 6 11.5 17.6 23.8 J30.1 1 29.1 SPACE 6 11.7 17.6 23.8 30.1 29.1 I 1 1 I I I I I HH COPY 3 8 0 0 0 L 11FCOPY 3 7 0 0 0 L SPACE 60.9 66.6 72.5 78.7 84.9 29.1 j SPACE 60.9 66.4 72.5 78.7 84.9 29.1 COPY COPY SPACE f I I f I I SPACE JI I H I I f ji COPY COPY SPACE SPACE COPY COPY SPACE I P J Lb I I I SPAC F FL I REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZE�'HI'RI�IfLLS _j 7�T �v NO. KIM LEO-HORN AND K ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. G'(J.[DES1[G. �' WORKSHEET (02) 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL 33602 SR 39 I PASCO 18-093 T-14 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:21:27 PM \\tamfp0l\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 O 630-2-11 10 LF 4" CONDUIT WITH 633-1-122 10 LF 3-1" INNERDUCTS ro 633-3-15 2 EA 630-2-12 620 LF J 670-5-400 1 AS/ J 0 2D 100 FIBER PULL BOX: 633-1-124 620 LF cc 50 LF (SLACK)_633-1-12Z 684-5-1 1 EA _ Feet Z ;,, I EA 635-2-1 a o aj;;; EXIST. R/W LINE I a ; I EXIST. RIW LINE — — — — — 8 � =.x..OTL%_;.�h�€� :- �fi 1J- --. __. V LF �(I2L 1 ' G(D) - 0(0)= --, _ tsV�r ?'. ) 633-7-124 150 LF ` -\ [_- :- - -' -_ co II�r - � - -- -6( � . (L)--_ - =fx(DL - -- - G(D)- - - - - - -' . . -00) . . . -G(D)- GfD)=•=.`=. _ +1 1 N W r J N ��---- ----- -r ------ -- ------- - I -4f$ 4 017 4I8 479- --420 J25 426 i 4„ CONDUIT WITH =_—======-- �- - - - w 3-1" INNERDUCTS `�_ = �---- -==- i-�s-��-�� - == = = 1 z --------- FIBER PULL BOX: -------- - FIBER PULL 80X:�— j 630-2-12 75 LF US 301/SR 39/GALL BOULEVARD 633-1-124 50 LF (SLACK) 50 LF (SLACK)L124 `^ Z ---- __ I_ -- 633-1-124 75 LF----�------ --- _------ ---'-`� �' I. \ -- - - _ ------------ - --^=' -------- 7 EA 635212 - ....... ...... Q -- -�-- 1=1's r r'- - - -_-------�- - _ _ 635 2 12 l EA _ - - - - �� -� � °.�. - ' -- --I-1 - _�------ -F-------- --tom'-==--o-�==--r��- -` ���--�--�� _. ' --------�_®--��=_--_-��'- -_-------- � - - - =ice _ r _ fs� r pp''p I ;II II' 'Qvu + EXIST. R/W LINE EXIST. R/W LE FIBER PULL BOX: SPL CE VAULT' E',E� 4 CONDUIT WITH FIBER PULL BOX ,j 4" CONDUIT WITH FIBER PULL BOX: 50 LF (SLACK)_ -y1 633- 24 3-1" INNERDUCTS 50 LF (SLACK) 633-1-124 13 1" INNERDUCTS TO SPLICE,b Ai 'L 1 EA2 m70 LF(SLACK) 630 2-71 115 LF 633-1"121 �0 'L (SLACK) 633-1-724 115 LF 633-7-]24 100 LF (SLACK) 635 2-12 1 EA 633-1-124 70 LF 4" CONDUIT WITH 4" CONDUIT WITH 3-1" INNERDUCTS 3-1" 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 E -' IJ 633-3-12 2 EA 635-2-13 1 EA U O ti z 4" CONDUIT WITH a •� ;T• ;ry " 1! I o �. 3-1INNERDUCTS EXISTR/W LINE 630-2-11 310 LFI z B Lr EXIST. R/W LINE . w �_ 633-1-724 310 LFI II zr �L—J + + ^ ': I " C j°/ a w -- — T - -. -BD 1 4" CONDUIT WITH 3-1" INNERDUCTS I I+ rf 4" CONDUIT WITH G s- \ ti - T'" " /NNERDU CONDUIT PAID FOR ON LF 630-2-12 =_ �.. .. 3-I INNERDUCTS - 50 3 630-2-12 rS75 LF _ �(D�=51GNALIZATION PLAN SHEET-50 LF 633-1 124 wJnwr ! 633 1 724 75 LF - G(D) N -'t t 2 d'- t._ ____ _ _ _ .. ____ _ _.,.� 435 436 437 ' ' 42� -_ _-•437...-------•-- 432 `.+ __- --__•433• - _ 1 43d a �� ; . w CONDUIT PAID FOR ON -c G t t 1 FIBER PULL 80X: J ; 50 LF (SLACK) 633-1-124 SIGNALIZATION PLAN SHEET , /lit US 301/SR 39/GALL BOULEVARD1 / I .: - _ _ 1 EA 635-2-72 90 LF 633-1-124 - - - == :::: - - -- - --- _ riUJ _ �I �. �w EXIST,JR/W LIN T- I i ��-- fB33lI24WLF SPLICE VAULT: REFER PROPOSED CABINET: IPRPOAB 633-1-122 20 LF (SLACK) 3-1" INNERDUCTS \ I 633-1-124 50 LF (SLACK) 630-2-11 645 LF I 20 LF (SLACK) 633-1-122 CONDUIT WITH 633-1-124 100 LF (SLACK) 630-2-11 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 633-7-]22 4 EA 633-2-37 10 LF 630-2-11 FIBER PULL BOX: 633-3-11 1 EA L !! ! ' __.J2 EA FIBER PULL BOX: I EA 633-3-11 10 LF 633-]-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 CITY OF ZEPHYRHILLS P.E. LICENSE NUMBER 51505NO. 655 NORTH AND ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. L®1 �1�'1L UI Vu L°..'A®' 1-i iuv (vi) 655 NORTH FRANKLIN STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 18-093 T-15 CERTIFICATE OF AUTHORIZATION 696 robert.myers 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 .: _ 4' CDUIT WIT "— 654— as3 444 445—— — �=Qv�——————a4i —— —_ 4" CONDUIT WITH —— 442 443 -- - -- _ "� 4" CONDUIT WITH e— s = �� -- - --� 3 1" INNERDUCTS i�'4" CONDUIT WITH -- - - -/- -----_ - _- -- _ --— ==----- 40 LF 630-2-12 -— 3-1" INNERDUCTS — - -- 40 LF 633 1 124 _ 3-1" INNERDUCTS ?=3 3-�-�-_--�-- - zP. - -_— - - ----- " 630-2-12 35 LF __ ------ 630-2-12 50 LF ------- ----- - w b ---s- 633-1-124 50 LF - - ------- -_�-- 633-1-124 35LF- - --- - ---- �Ia ------ - ------- FIBER PULL BOX: FIBER PULL BOX: FIBER PULL BOX: 633-1-124 50 LF (SLACK) 633-1-124 50 LF (SLACK) 4" CONDUIT WITH 4" CONDUIT WITH 4" CONDUIT WITH 50 LF (SLACK) 633-1-124 3-1" INNERDUCTS 635-1-12 1 EA 3-1" INNERDUCTS 635-1-12 1 EA 3-2" 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 633-1-124 50 LF (SLACK) 633-1- 124 50 LF (SLACK) FIBER PULL BOX: 635-1-72 1 EA 635-1-12 1 EA 50 LF (SLACK) 633-1-124 1 EA 635-1-12 a I --l Lr- / 1) I III 1 un - -� I III •I 11A _ + 4------ -------------_- -- - - - --� 4 �� _ -- -- -- ----- lp ---�r=---`----- ------- -- __----6 462----- a33--- 466 J37 -- --- ---- -------.-- __ D _> -�J-r1 ----- D__=��4„ CONDUIT WITH .� ---` 4., CONDUIT WITH ISI I------- ' -------- -� ---- - 3-1" INNERDUCTS - p 3-1" INNERDUCTS l -__ , FIBER PULL BOX:-170 LF 630-2-12 LEI - ____- - - -------------------------- 630-2-12 50 LF -- --------:-------------------�------ ---------F --- 50 LF (SLACK) 633-1-124 ---- I 633-1-124 50 LF --- _ --- - _-- - ---------------------- ---------------------- --- F ------- ------ ----- ----- ---- -- ------- ---------------'� � --- I EA 635�2�12.� _'�. _- � • - :�-. •�----- ---•".-" -,. __ s --.fix. --I- _-. .. f l I'P'{'i .L _ _ _? - /= - - n- - -- 7- I 633-7-124 50 LF (SLACK) / I I II 4" CONDUIT WITH TIE INTO EXISTING CABINET: 635-7-12 7 EA 3-1" INNERDUCTS SPLICE VAULT: REFER 4" CONDUIT WITH 3-1" INNERDUCTS 4" CONDWT WITH 630-2-11 405 LF TO SPLICE DETAIL C 633 1-124 405 LF 20 LF (SLACK) 633 1-122 630-2-11 10 LF 3-1" INNERD 1 UCTS FIBER PULL BOX: 633-1-]22 10 LF 63 633-1-124 50 LF (SLACK) 100 LF (SLACK) 633-1-124 633-3-15 2 EA - - 635-1-12 1 EA 4 EA 633-2-31 670-5-400 1 AS 633-11-12124 510 LF 510 LF 1 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 ZEFHYRHILLS NO. 655KIM NORTH NF AND ASSOCIATES ROAD NO. COUNTY WORK ORDER NO. CO I��LTIT1CATYON PLAN (O2 655 NORTH fRANKLIN STREET, SUITE 150 TAMPA, FL 33602 SR 39 PASCO 18-093 T-16 CERTIFICATE OF AUTHORIZATION 696 robert.myers 2/26/2020 2:27:31 PM \\tamfp0l\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty➢and\04S797093\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 SMFO TRUNK CABLE SEAL BLACK BUFFER TUBE FROM NORTH, ALONG US 301 YELLOW BUFFER TUBE VIOLET BUFFER TUBE ROSE BUFFER TUBE AQUA BUFFER TUBE SPLICE TRAY ZBLA SLATE/ RD/ BLUE BUFFER TUBE CAP AND AT CABINET: SEAL US 301 & DAUGHTERY ROAD CAP AND CAP AND SEAL SEAL 24 STRAND SMF0 DROP CABLE y Q a p Z J N O m n Z C a 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 c m (5) SLATE(SL) RESERVED FOR FUTURE USE w (6) WHITE(WH) RESERVED FOR FUTURE USE �a z (7) RED(RD) RESERVED FOR FUTURE USE (8) BLACK(BK) RESERVED FOR FUTURE USE °jw aw (9) YELLOW(YL) RESERVED FOR FUTURE USE `- aw (10) VIOLET(Vl) RESERVED FOR FUTURE USE ro ro (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 0 0 0 0 0 BUFFER TUBE AS NOTED 000000 000000 000000 000000 GIGS SWITCH NOTES: 1. FIBER INTERCONNECT CENTER RACKS ARE SCHEMATIC ONLY- ACTUAL EQUIPMENT FORM MAY VARY. REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS KIMLEY-HORN AND ASSOCIATES NO. 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. SPLICE DETAIL A TAMPA, FL 33602 SR 39 J PASCO 18-093 T-17 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\siqnals\ SPLICE ENCLOSURE ORANGE BUFFER TUBE EXPRESS THROUGH f 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 EXPRESS THROUGH RED BUFFER TUBE PROPOSED 144 STRAND SMFO TRUNK CABLE SMFO TRUNK CABLE FROM SOUTH, ALONG US 301 FROM NORTH, ALONG US 301 BLACK BUFFER TUBE EXPRESS THROUGH BLACK BUFFER TUBE YELLOW BUFFER TUBE EXPRESS THROUGH YELLOW BUFFER TUBE VIOLET BUFFER TUBE VIOLET BUFFER TUBE EXPRESS THROUGH ROSE BUFFER TUBE EXPRESS THROUGH ROSE BUFFER TUBE AQUA BUFFER TUBE EXPRESS THROUGH AQUA BUFFER TUBE SPLICE TRAY CUE A 0 A GREEN GREEN/' ROWN BROWNI LAT L YE TE WHITE BLUE BUFFER TUBE RED BLUE BUFFER TUBE AT CABINETS: BLACK US 301 & MEDICAL ARTS CT; US 301 & PRETTY POND RD Cqp SEACD Cqp STAND If 24 STRAND SMFO DROP CABLE x 2wl LWI ° w �� o Q a z w w TRUNK BUFFER TUBE DESIGNATIONS CODE COLOR DESIGNATION (1) BLUE(BL) PASCO W COUNTY ORKS COMMUN CATIONS (2) ORANGE(OR) RESERVED FOR FUTURE USE (3) GREEN(GB) RESERVED FOR FUTURE USE w (4) BROWN(BR) RESERVED FOR FUTURE USE t Zo (5) SLATE(SL) RESERVED FOR FUTURE USE wtiLLj (6) WHITE(WH) RESERVED FOR FUTURE USE ]� 2 (7) RED(RD) RESERVED FOR FUTURE USE —�w Q (8) BLACK(BK) RESERVED FOR FUTURE USE (9) YELLOW(YL) RESERVED FOR FUTURE USE (10) VIOLET(VI) RESERVED FOR FUTURE USE 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; I DETERMINING/ENSURING PROPER TERMINATION. • US 301 & PRETTY POND RD FUSION SPLICE IODODDaI IooDooaIIoDoDoDI000aoo BUFFER TUBE1 SPLICE BUFFER OR EXPRESS ENTIRE TUBE AS NOTED 0/GE SWITCH NOTES: 1. FIBER INTERCONNECT CENTER RACKS ARE SCHEMATIC ONLY- ACTUAL EQUIPMENT FORM MAY VARY. REVISIONS JOHN SEALS, P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS KIMLEY-HORN AND ASSOCIATES NO. 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. 1 COUNTY WORK ORDER NO. SPLICE DE TAIL B TAMPA, FL 33602 SR 39 I 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-U5 301 &Pretty Pond\048797093\si0nals\ 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 BLUE A N N 4w- BLUE BUFFER TUBEAT CABINET: CAP AND SEAL US 301 & KOSSIK ROAD CAP AND CAP AND SEAL SEAL 24 STRAND SMFO DROP CABLE w z z q nK 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 w u (4) BROWN(BR) RESERVED FOR FUTURE USE c m (5) SLATE(SL) RESERVED FOR FUTURE USE w~ �_ (6) WHITE(WH) RESERVED FOR FUTURE USE J� z (7) RED(RD) RESERVED FOR FUTURE USE w (8) BLACK(BK) RESERVED FOR FUTURE USE � aw (9) YELLOW(YL) RESERVED FOR FUTURE USE w (10) VIOLET(VI) RESERVED FOR FUTURE USE m m (I1) ROSE(RO) RESERVED FOR FUTURE USE (12) AQUA(AG) RESERVED FOR FUTURE USE LEGEND PROPOSED 24 STRAND 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 OR EXPRESS o o o o a o 000000 10000001 o o o o a o BUFFER TUBE BUFFER TUBE AS NOTED IRE GIGE SWITCH NOTES: 1. FIBER INTERCONNECT CENTER RACKS ARE SCHEMATIC ONLY- ACTUAL EQUIPMENT FORM MAY VARY. REVISIONS IJOHN SEALS, P.E. DATE DESCRIPTION DATE DESCRIPTION CITY OF ZEPHYRHILLS SHEET P.E. LICENSE NUMBER 57505NO. KIMLEY-HORN AND ASSOCIATES 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 \\tamfpOl\FL TAM\TAM Roadway\048797-City of Zephyrhills\093-US 301 &Pretty Pond\048797093\signals\ CITY OF zEpHyRHyLL S CH LE CONTRACTa PLANS 1�/OR PENSACOLA DAY WAL TALLAHASSE BEACH JACKSONVILLE SR 59/US 301/GALL BOULEVARD PCIT RYE ST AUGUSTINE INDEX OF SIGNALIZATION PLANS lll�. G S LL`E FROM SOUTH OF DAUGHTERY ROAD TO NORTH OF PRETTY POND ROAD PROJECT LOCATION SHEET NO. SHEET DESCRIPTION PASCO COUNTY CALA DAYTONA BEACH OELAN T-1 KEY SHEET FOOT PERMIT 2019-C-798-00005 RICHEY T-2 SIGNATURE SHEET ALA T-3 NEW PORT .+asses. MELBOURNE. TABULATION OF QUANTITIES COCOA TAMPA LAKEeo GENERAL NOTES ST PETERSBURG BART T-4 AGP�q T-5 SIGNALIZATION PLAN (01) T-6 SIGNALIZATION PLAN (OIA) MISC. DETAILS SARASOTA. FT PIERCE BRADENTON T-7 SIGNALIZATION PLAN (02) T-8 SIGNALIZATION PLAN (03) TO HERNANDO COUNTY WESTPALM T-9 SIGNALIZATION PLAN (03A) MISC. DETAILS TO DADE Fr MYERS BEACH T-10 MAST ARM TABULATION SHEET CITY TO BUSHNELL T-11 NAPLES STANDARD MAST ARM TABLE OF VARIABLES FT LAUDERDALE T-12 SPECIAL MAST ARM TABLE OF VARIABLES MIAMI T-13 GUIDESIGN WORKSHEET (01) s T-14 GUIDESIGN WORKSHEET (02) s Is I 3 D 2 , d 9 6 rs � T-15 COMMUNICATION PLAN (01) LA�g CLINTBp T-16 COMMUNICATION PLAN (02) S.A KEY WEST T-17 HOTS.DETAIL A r 11 SPLICE T-18 SPLICE DETAIL B T. LEO — SPLICE DETAIL C B 9 10 CLINT HGtS.1t SE a T-19 To — L 4 WVA" 75 ♦ 0 T-20 & T-21 REPORT OF CORE BORINGS !B — 16 a MILL I.E HE 1A T-22 & T-23 SUBSURFACE UTILITY DATA 17 .s 1� 13 ELLER LIE END PROJECT ` ` ' SURVEY SR 39 — — STA. 446+00.00 19 - — 12] 1 1 1 1 20 1 p ® 23 24 IA 0 20 -- HILL 30 39 RICHLa TO POLK 6 23 'D - COUNTY 21 C rH 30 TO LAKELAND ■ LU4UERT f 31 32 !3 3e I 3! 36 31 0 GOVERNING STANDARD PLANS: 72 - -TO LAKELAND Florida Department of Transportation, FY2019-20 Standard Plans for Road and FEBRUARY 26, ZO20 Bridge Construction and applicable Interim Revisions (IRs). e ,s — BEGIN PROJECT 100% SUBMITTAL Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans - SURVEY SR 39 _ STA. 423+00.00 APPLICABLE IRs: TO TAMPA TO TAMPA TO PLANT Standard Plans for Bridge Construction are included in the Structures Plans CITY Component SIGNALIZATION PLANS ENGINEER OF RECORD: PREPARED FOR GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, January 2019 Standard Specifications JOHN SEALS, P.E. NO.: 51505 for Road and Bridge Construction at the following website: CITY OF ZEPHYRHILLS 655 NO-HORN AND ASSOCIATES http://www.fdot.gov/programmanagement/Implemented/SpecBooks 655 NORTH FRANKLIN STREET, SUITE 150 (813) 620-146002 BY Kimley*Horn CERTIFICATE OF AUTHORIZATION NO. : 696 M SHEET NO. T-1 s ►►►► f f ill, THIS ITEM HAS BEEN DIGITALLY ♦�♦��1%N%A R. SFq,',�, SIGNED AND SEALED BY `,►►►*IIIIIfll,ll, THIS ITEM HAS BEEN DIGITALLY ♦♦♦ .• C E NS •�s ��� ,�% p. ROSe I SIGNED AND SEALED BY ►11►1111ffllll THIS ITEM HAS BEEN DIGITALLY • ♦♦♦`�(iQ�•�G E NS•Res ��•��Z�1A• ./ � SIGNED AND SEALED BY o�. F Joseph A Roberts ti`' ••''c'E N ••c9 No 51505 _04� �♦ *,t sF Digitally signed by Kristina S LaCava No 78547 2020.04.06 05:06:23 00 Date:2020.04.03 12:13:32-04'00' *: * :* ON THE DATE ADJACENT TO THE SEAL. No 77594 PRINTED COPIES OF THIS DOCUMENT ARE *• * '* ON THE DATE ADJACENT TO THE SEAL. yf: * *= ON THE DATE ADJACENT TO THE SEAL. 'P'•- STATE OF ��: NOT CONSIDERED SIGNED AND SEALED PRINTED COPIES OF THIS DOCUMENT ARE 'O•' •� AND THE SIGNATURE MUST BE VERIFIED '_ Z DOCUMENT O R 1 O_P '1��� ON ANY ELECTRONIC COPIES. �0:, ESTATE OF l(l� AND THE SIGNATURE MUST AND VERIFIED �' •• PRINTED COPIES OF THIS LARE �•'•• Q. ♦ i. • STATE OF •=��� NOT CONSIDERED SIGNED AND SEALED ,,�S``S. -' "• G ♦♦ �i F O R l V ��♦♦ ON ANY ELECTRONIC COPIES. Q' AND THE SIGNATURE MUST BE VERIFIED l TONAL EN TAMPA,55NORTH RT H3FRANKLIN STREETS, INC. ���isSIpNAL KIMLEY-HORN AND ASSOCIATES, INC. i� S+••4 0R 1 o P �� ` ON ANY ELECTRONIC COPIES. llfff1�1111►►1 189 SOUTH ORANGE AVENUE, SUITE 1000 �i,SIpNAL AREHNA ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION NO.: 00000696 ORLANDO, FL 32801 5012 WEST LEMON STREET JOHN R. SEALS, P.E. NO. 51505 CERTIFICATE OF AUTHORIZATION NO.: 00000696 l ff f 1111►►1 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 HE ABFOLLOWING SHEETS IN ACCORDANCE WITH RULE ALL BE2RESP, F.A.C. FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. OL ABOVE NAMED PROFESSIONAL ENGINEER RULESHALL1 BE5- RESPONSIBLE 04, F.A.C. FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH 61G15-23.004, F.A.C.SIGNALIZATION PLANS SHEET NO. SHEET DESCRIPTION SIGNALIZATION PLANS SIGNALIZATION PLANS SHEET NO. SHEET DESCRIPTION T-I KEY SHEET SHEET NO. SHEET DESCRIPTION T-2 SIGNATURE SHEET T-2 SIGNATURE SHEET T-3 TABULATION OF QUANTITIES T-1I STANDARD MAST ARM TABLE OF VARIABLES T-2 SIGNATURE SHEET T-4 GENERAL NOTES T-5 SIGNALIZATION PLAN (01) T-20& T-21 REPORT OF CORE BORINGS T-12 SPECIAL MAST ARM TABLE OF VARIABLES T-6 SIGNALIZATION PLAN (OJA) 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 "DESCRIPTIOREVISIONS DATE DESCRIPTION JOHN SEALS, P.E. P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRH.1LLS KIMLEY-HORN AND ASSOCIATES SHEET 65TAMPA,NORTH FRAN33602 IN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER N . �'����TT Tg�L+ SHEET NO. 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S6 f, 77719 / 9 HS/20/81 'NO/1J3Sb�31N/ 0317/Jb.1SNOJ3b 1/O f.7" - 37/772 77ND/S I L Z£9 066'8 SLZ'r 50.1'1 O6 17 772/9 N1/7d 772/9 NW7d 7DH/3 �+y 7e 7YN/d N1/7d 772/3 N1/7d 77N/d Ny7d 77N11 N1/7d 772// N1/7d 772/3 /777.1 300/7 7720/1230/0 '7771521 9 HS/Nb1I1 111/020.7 (1-5-0(9 S£B 17 7V1O2761O1 HS 9I 1 SI 1 6-1 ` 1 HJN3b1 N3dO '777192/ 9 HS/Nd/1/ '1//k7NOJ 11 r Df9 WlID S/Hl 8-1 9 1 S 1 70!O1 91/38_/92 133_9 1/N/I ND/ld/tJS�O 04' ,add ,add S�l1J1N6'/JO .1O 20!10'71/96'1 1. A mandatory pre-siging o ti r meeting shall be held prior to start of the project. All material submittals shall be provided at the meeting or prior to the meeting. 25. Fiber optic interconnect cable should be a minimum of 144 single mode (trunk line) and a minimum of 24 sin le mode 2. ALL controller and cabinet assemblies shall be in accordance with Pasco County Specifications 04-001 and 04-002 (drop cable), unless specified otherwise in the plans. 9 26. For fiber optic cable, the outs. The should be 4 inch diameter conduit with a trace wire. The du should have 1)ALL cabinet assemblies shall be NEMA TS2 TYPE I unless otherwise specified. equthree 1-inch diameter conduits. The innerduct should be red, yellow, and orange conduit. Any empty ducts should be 2) SCATS adaptive system requires 2070 controllers with proper SCATS firmware and specific intersection personality. 27. ITS/pul!box s should be 24 with a pull string inchwidth by 36 inch length b The cost responsibility any SCATS software for the controller and the cost of the 2070 controller personalities and license shall be h theofany for the contractor ITS splice vaults should be 30 inch width by 60 inch length by030 inch inch depth�twith a concrete mowapad raround the box. 3) For all isolated and other closed loop applications, the controller shall be NEMA controller with "ABC"connectors ITS pull boxes and splice vaults shall have a fiber marker installed at each proposed location which shall read: and Buss communications and be compatible with the existing system software. Pasco County Traffic Ops. Warning Fiber Optic Cable 4) For closed loop systems, verify controller and communications type Before Digging Call Pasco County required, the pay item shall include radio, antenna, coax cable, connectors andpolyphaser. f Spread Spectrum Radio is 727-847-8187 And Sunshine One Call 3. Prior to ordering the controller and cabinet assemblies, verify the type system that it will be used in. All 1800-432-4770 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. 28. ITS pull boxes and splice vaults lids shall read "Pasco ATMS". 4. All signal pole foundations shall have a minimum of three 2" and one I" PVC conduits. Unused conduits shall be run 29. item #682-1-113: Cameras to be furnished by the contractor for installation by Pasco County Traffic Operations. to the nearest signal pull box or signal cabinet, whichever is closest. Video cameras shall be Pelco Esprit Enhanced ES 6230-12P. 5. Al! traffic signal fixtures shall be wired and phased per the intersection wiring diagram provided by Pasco County 30. Fiber modems/media converters shall be type IFS Fiber Module D9130. Traffic Operations. Cable size shall be as called for in the wiring diagram. 31, Network switches shall be Cisco consisting of the items listed below: 6. All spare conductors in traffic signal fixtures shall be connected to AC- in the fixture. All spare conductors in a. IE-4000-DNA-A-4G-E the cabinet shall be connected to the ground buss bar. b. IE-4000-DNA-A-L C. CIFIVIE4K5KIK9 7. All field wires in cabinet shall be identified with PANDUIT #PLFIM-C marker ties: or equivalent. d. CI-PI-LF S_2K3 3 e, Ci-ISE-BASE-24P 8. All controller cabinet bases shall have one 4-inch conduit for future fiber optics communications. It shall be f. C1-PI-LFAS-2K3K-K9 stubbed out to a fiber optics pull box. 9. PWR-IE65W-PC-AC-= h. CON-SSSNT-IE400046 9. All ground rod connections shall be made using EXOTHERMIC weld ground connectors. i. CON-ECMUS-C1FI4KSK 10. All unused reds shall be hard wired to 120V AC-, unless a Florida Department of Transportation approved plug-in, 32• Contractor to coordinate with power company for installation of mast arm signal pole. jumper is used. 33. KNOWN UTILITY COMPANIES iN THE PROJECT LIMITS INCLUDE, BUT ARE NOT LIMITED 11. The top elevation of the controller cabinet base shall be equal to or greater than the crown of the road. TO: Technician service pad shall be a minimum of 4 inches above ground surface grade. The base shall be integrated with the CHARTER COMMUNICATIONS MIKECONTACT base for the UPS as a single base for mounting of both the controller cabinet and UPS. The UPS placement shall be CITY OF ZEPHYRHILLS TELEPHONE coordinated with Pasco County Traffic Operations. There shall be a minimum of two (2) feet separation between the DUKE ENERGY TEP KIKER 813-862-0522 controller cabinet and the UPS cabinet. BRUCE SELLARS 813-780-0000 FRONTIER COMMUNICATIONS STEPHANIE OLMO 407-905-3376 12. All splices in the pole bases shall be made using 3M 3570G connector sealin equal. All splices p PASCO COUNTY - TRAFFIC OPERATIONS DIVISION JACK KINGKRAJVUTH CHOEYKRAJANG 813-877-7480 made at the hand hole. Splices shall be made per Pasco County standard splicing p is g packs details, shall be TECO PEOPLES GAS - TAMPA 727-847-8139 JOAN DOMNING 813-275-3783 13. All traffic signals shall be equipped with OPTICOM Reporter Series Emergency Vehicle Pre-emption. This shall ishall be nclude all components and wiring to provide a fully functional system, including green sensor harness. The detectors includingpwi�ng shalltem 663-1-i 12 be paid under ITEM1e 663t1_111 systtor emnaxillar!sption, All the interface panel. Detectorhardware, andiplacemenPaneis 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-686-06, 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 PB2000-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. DATE REVISIONS DESCRIPTION DATE JOHN SEALS, P.E. DESCRIPTION P.E. LICENSE NUMBER 51505 "- CITY OF ZEPHYRHILLS SHEET 655 -HORN AND ASSOCIATES 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. J COUNTY WORK ORDER NO. GENERAL ���m n� ®�.�,�, NO. TAMPA, FL 33602 RA CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-4 robert.myers 2/27/2n2n w.cc.e�.... .. _ . — -- . 2 RUNS im jo FT 20 630.2-Il J -r PVC 4 RUNS•-,90 FT - 2 EA 646-7-71 40 LF 630.2-11 90 LF O GROUND FL. PROPOSED IM7-.,ELECTRICAL 2 EA 665-1-1t 1 EA 633.2-11 90 LF 630'2-1 T.O.F. FL IL 3 SERVICE PAINT: 111 HIGhr YiZrAG� h.2 RUNS r 135 FT fIl HIGH VOLTAGE 2 EA 66.0-2-106 . (11 LOW VOLTAGE U STA 429+29 135 630-2-11 (1)LOW VOLTAGE 111 POWER 57.3' LT 3 RUNS y,25 FT I EA 63S-?-11 (!1 SPARE 630-2-11 25 LF 1 EA 638-3-I2 C GROUND EL. 147.3 r.O,F, EL. 147.3 EXIST. Rlw 635-Z-21 ' 3 EA t35 LF 639:2.1 456A f,72,8+23 -64D-ZI.O7 l EA 1 EA N •+1 LINE 641-?•l2 3 RUNS 20 Q 663-1-112 , 1 EA .4 RUNS 143 FF (1J POWER 20 LF D EXIST• (t)HIGH VOLTAGE "_630-2-12 145 LF (1)SPARE 630 Lu {' POLE (1)LOW VOLTAGE 639-?-1 145 LF 3 EA 63S-?-l1 i `� (1)SPARE 1 EA 649.21-r5 1747 +l'V ONE. I (7)HIGH VOLTAGE 1 GA 663.1-112 ? 4 �' j.(2)LOW VOLTAGE EKE ENEq{'y j f• I 2 RUNS 20 FT (1)POWER (1)Hism VOLTAGE I1I690-2-I1 • 20 LF F fll SPARE STA 425+41.00 f Il LOW VOLTAGE !�111 SPARE 646-Jrlln 2 EA 290 LF 630-2-11 j +�j ,, A 665-1,11 2 E,q 630-2-12 55 LF IS LF r EXIST. POWER POLE ' 835-2,11 t, jWIHVOL! E1 LOW 2 EA 660-2.102 .5( :.. T1$� .e z { ,_-_,��. r J +••�0 EA ,• �,g _ E 660=2=106 3 POW POlE� _ ;',` i r / - ' •� EXIST. ER - .... ....... SIGNAL • r` _ —.t2 P CROWN EL C eta EAy L-/A — = CROWN EL. ar `. _ US 301 �. 147.w 1 rN EL , /SR 39/GALL BOULEVARD 12.47 KV OHE _ - L ' • i^—�— .�� iWXE ENERGY ', - _ L-24 � �_ U ..n — .. FUTURE q ,:..► HEAD GN— b39 1 1.71 1 AS 15 IF K - © a 3r�' fil.r 6tl�}aid I EA ' -- �--_._ ' ® 53O-2- j-I f�15 iJ° POLE • RE ACTOR SHAH REMOVE EXIST. R/W LINE E EXISTING ABANDONED 6'GAS LINE IN 2_RUNS. 35 FT µ �f �"*.°1131 .~.. CONFLICT SIGNAL EXIST. POWER POLE `_ PO 'D'. R TO SUE DATA SHEET(7) 630-2-1r 7256 GALL BLVD EX VC 2 Ea ' 840-1.1 r EXIST. R/W LINE 55 d30-2-l1 2 Ely 665-1.11 ROADWAY i� 1 EA[ 635.2-ti (1)HIGH VOLTAGE CROWN EL. ♦ w Jq = 630-2-11 135 LF 3 EA : 660-2.106" (1)LOW VOLTAGE 148.Z' . I! 630-?-!1 40 LF A. GROUND EL. 149.6' = GROUND£L 747.5 . 646-1-11 EA -, T.O.F.EL. 150-T ` AT CABINET: V T O.F. EL 146.1' STA'42 50 4 RUNS ga 15 LF STA 3 RUN$ci 90 IT —..' I v 663-1-11 1 EA 97.5' RT 830-s- 96 90 LF 530=2-1Y � 04 (1)HIGH VOLTAGE 3 RUNS 5 F7 71 15 LF 3 RUNS . 5 FT (1)HIGH VOLTAGE dif (1)LOW VOLTAGE - 630_-2-11 5 LF 632-7-1 1 P! EGENL): 5 630.2=11 !1)LOW VOLTAGE 3 EA 639-2.1 15 LF � 633-?-li 2 EA 633-2-11 (11 SPARE -� 1 -2'PVC 649-21.21 7 EA 663-1-111 1 EA • OPTICON DEVICE I EA 1 S(.. 7� 630-3-1? 35 LF 663.1-112 670-5-111 1 EA CCTV CAMERA 649-?1-07 - - •i 7 635-2-21 1 EA 1 EA 68--7-1-- 1 EA 668-1-112 - 682-7-t13 1 EA _ 7 EA 660.2.106 2 EA (11 HIGH VOLTAGE 685-1=11 1 EA 1)HIGH HIGH VOLTAGE (1)HIGH VOLTAGE (Il LOW VOLTAGE (1/SPARE(1)LOW VOLTAGE (1)LOW VOLTAGE (1)SPARE 'Oz'esrows (1)SPARE Prr err v ^ JOHN SEATS,P.6. (1)POWER P6 LICENSE NUMBER 52305 cn7 QF ZBpnyR fI" -T KIMLEY40RN AND ASSOCIATES SHEET 633 NORTH FRANXUN STREET,SUITE ISO C[tti 1YG r;�lla�, SIGNALI,ZA 27ON PLAN {01 "° CERT1Plc4rE OF�RUIWOR 17Iow R!6 3S .44sco I8.0 �}• f�•^R•f¢A I-5 : o� ..w .. SIGNAL DISPLAY DETAILS PEDESTRIAN DISPLAY DETAILS D INTERNALLY ILLUMINATED I OVERHEAD STREET NAME SIGN DETAILS Qs P4 F. FREE SWINGING, DOUBLE—SIDED 4 4R P6 MR' R 8 8R n 6'-C' 6•-0. R R PS o Gail Blvd G I Gill Blvd Q 700-5-22 2 EA ooM 7239 7240 "� 7240 7239 Y Y -� PED. SIGNAL COUNT-DOWN (WB DIRECTION) (EB DIRECTION) G -Q 1-SECT., I-WAY 8 AS TOCROOs ?,-O. 4-SECT., 1-WAY 3-SECT., I-WAY 5-SECT., 1-WAY FET"""E 2 AS 653-7-11 65 1A514 2 AS oMedical Arts Ct oFTP-69B-06 f :Me7dical Ariz Ct37900 379 Q '°° 5-22 2 EA (SB DIRECTION) (NB DIRECTION) SIGN NOTES: 1. SEE GUIDESJGN WORKSHEET FOR ADDITIONAL DETAILS, SIGNAL OPERATING PLAN S.O.P. 7 MODIFIED US 301 (MAJOR STREET) PHASES 2 & 6 STATIC SIGNS P6 MEDICAL ARTS CT (MINOR STREET) PHASES 4 & 8 6 TURNING I TF I ( +® Q+® TF 5 VEHICLES 8R P6 fi Q 700-3-27 4 EA RI0.0.15R 5 6 TF2 QZ TO _-- P4 TF 6 4 1 6 30" X 30" OR 18R 2 r 8P8 4R 5 -0-i-P2 TF 3 ®+® U-TURN PHASE 1 YIELD PHASE 3 PHASE 4 TO 700-3-201 4 EA 2 RIO-16 RIGHTJ 30" X 36" +�P2 TURN PHASE 2 DETECTORS FOR LOOPS CONTROLLER TIMINGS NUMBER LOOP OF DETECTOR DELAY LOOPS CHANNEL (SEC) CONTROLLER PHASE ,8R 2 _415,4R6 8 DIRECTIONWBL EBTB EBL WBT NB L-5A 1 I A - INITIAL GREEN(MIN) 5 15 5 5 L-2A, L-2B 2 .2A, 28 EXTENSION GAPL-2C, L-2D 2 -3A3B _ ( ) 3.03.030_ 115 0303.0 CONTROLLER NOTES MAXIMUMGREEN1 35 5 35 L-4A I 4AI. THE MAJOR STREET IS US 301 (SPEED LIMIT 45 MPH). THE MINOR STREET 15 MEDICAL ARTS COURT L-4B 1 SA MAXIMUMGREEN2(SPEED LIMIT NOT LISTED). L-lA 7 6A5YELLOWCLEARANCE5.0_50J_ 50 .8- 3.414815.0_3.4. 2. FLASHING OPERATION: MOVEMENTS 2 AND 6 WILL FLASH YELLOW. ALL OTHER MOVEMENTS SHALL _7A, 78 - ALL RED CLEARANCE 2.0 2.0 4.32.0 2.0 4.3 FLASH RED, L-6A, L-66 2 _8A, 88 3. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FDOT STANDARD PLANS 671-001. L-6A, L-6D 2 gq 88 _- PHASE RECALL MIN MIN 4. ALL SIGNAL HEADS TO HAVE BACK PLATES WITH YELLOW REFLECTIVE BORDERS. ~ L-8A 1 gA _ DETECTOR DELAY _ 5. IF PEDESTRIAN PHASE P2 15 ACTIVATED, PHASE 2R DISPLAYS A GREEN BALL. IF PEDESTRIAN L-86 1 WALK _ _ PHASE P4 15 ACTIVATED, PHASE 4R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE P6 IS _WA 5 7 ' ACTIVATED, PHASE 6R DISPLAYS A GREEN BALL. IF PEDESTRIAN PESE T IS ACTIVATED, PHASE DELAY TIME IS INITIAL AND MAY REQUIRE FIELD FLASHING DON'T WALK - 16 31 19 30 8R DISPLAYS A GREEN BALL. ADJUSTMENT DURING INSTALLATION. NOTES: 1. SIGNAL TIMINGS ARE INITIAL AND MAY NEED FIELD DATE REVISIONS `� ---�� ADJUSTMENTS. D SCR PTION DATE JOHN SEALS, P.E. DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS SHEET KIMLEY-HORN AND ASSOCIATES SIIC�I ALIZATg®�T PLid1®' (OIA� 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. NO. TAMPA, FL 33602 HIISC DETAILS CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-6 rober[.myers �n�mm� .ccco o,, _. _ --v.— SIGNAL DISPLAY DETAILS L�1 a F W 1 EA 641-2-70 646-1-60 2 EA L�1 L6l W V 0 10 40 L5 L � 2 EA 646-1-60 j Ill QZ Feet Et' l' I II aW EG- I Z � (EXIST. R/W LJNE 3-SECT., 7-WAY 3-SECT., I-WAY 2AS I jj Y _ 8 AS ® \ c TO BE REMOVED AS TO BE REMOVED AS PART OF PAY ITEM PART OF PAY ITEM J II I NO. 641-2-70 1 NO. 6 647-2-70 EXIST. R/W LINE-. ' I I \ r;�l�l / ' T8 p .8Tg r PEDESTRIAN DISPLAY DETAILS — L - ---._ _ — — — — (�)fr- - ------ .� ( ) �—_-- - ET(B) T(B) - - - - - - - - -BF(B) = B -_- � — � �� - - - - -• •GI )• - - - - - IG(D,( _ G(D) ) ————�.; �// G(D, _ D' -G(D) W) _— — --G(Q2 PED. SIGNAL - - - - - - _ _ _ _ _ _ _ _ COUNT-DOWN M - - - - - - - - - - - - - - - - - I-secr., I-war �t 431 432 - - \ _ 1 433 - - - - - - 434 B EA Q I US 301/SR 39/GALL BOULEVARD TO BE REMOVED AS \ PART OF PAY ITEM \ NO. 646-7.60 - W - ZC I - - m l � -�- / - - - - - - - -- ---- - - - --- - - -- �_ B77D)- - BTIDF--- - - -- - ---_- - � - -- -- / 1'f': - EXIST. R/W LINE [ I STA 432+23.30 I r 'I I I EXIST. R/W LINE 145 LF 630.2_11 __ 641-2-70 1 EA I EA 635-2-11 (� � ' i I I ' ' ; ONL 1 2 EA 660-2-701 �.- W m I i 2 EA 646760 I , j I { ill I I I I DATE REVISIONS _DESCRIPTION DATE JOHN SEALS, P.E. DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPH3'RHILLS' SHEET KIMLEY-HORN AND ASSOCIATES 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY _WORKORDERNOJ. SIGNALIZ,A �.�®�PLAN X02 TAMPA, FL 33602 �1 CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-7 roberLmvers 7n7mmj �04 D EL144.1t—7 PVC L I44.6' ) 3 BUNS.3t 105 FT 35 LF 6302-72 — STA 439+74 105 LF 650-2-13 _ — 63,00' LT (!)HIGH VOLTAGE 1 EA 635-2.11 10 2 A11N5. '10 (1)LOW VOLTAGE EA 660-2=106 ROADWAY FX)ST.RAY LINE PROPOSED ELECTRICAL 630-?-11 (f1 SPARE CROWN EL. SERVICE-POINT: H GRO!!ND EL. 13 - 2 EA 633-2-11 2 RUNS`F+a 55 FT T.D.F. EL 140,2 1 FA RUNS,� .30 Fr 630-2-11 35 CF STA"440+84 0 10 40 649=27-21:' TV] 630-2-17 50 LF 635-2•J1 50.5' LT I EA 663=l•111 I ! 646.1-11 {2 EA 638-9-11 1 EA .3 RUNS 6 10 FT (1J HIGH VOLTAGE '1 ai i 1 EA 630-2-1 f 10 If Feet (1)LOW VOLTAGE 665-1-11 !2 EA 639-2-1 55 LF - 12.47 KU OHE: EXIST, f ,� (1)HIGH VOLTAGE, _ 641.2.12 1 EA 635-2-71 3 EA DUKE ENERGY POWER \ ij I (1)LOW VOLTAGE (1)POWER 649-21-10 I EA [INE RAY POLE 1 J. ice ;� Y (1)SPARE 663-1.112" 'I EA 2 I5 a l ' •8 _ 11 IGH VO AGE RUNS FT r lr y�, - ' ( H LT 15 CF 630-2-12 - �..�. a3••� dW fTTV (1)SPARE VOLTAGE STA 436+82.90 1 fA 646-1-17 -G ` , IF y t 6dfIFST.70WER POLE 320 LF 630-2=11 I EA 663.1.11 _1a �J _ f •:8T(p} 7 2'PVC 1 EA 633=2-71— (1)HIGH VOLTAGE ?,[I -� :. ' . } . r ': - } • . 630-2-11 43 LF S'F AND'F:FRONTIER COMMUNICATIONS 2 EA . 660-?-102 (11 LOW VOITAGE , c/ i ' , +_ t CATIONS. 1 L4NJ' I - -- J _ 4RUNS155437 3 RESIGN P. L - Z r 639-2.1 I5 3007 EL 14*Z'' _ II OW VO TAGEF r' _ WAY t-6A _ (I P ER �l 0' E _�_1 _, �._,� _-T_ (1)SPARE L-!A Lf 630-?-11 f t- , z, I FA. - _ X2.47 lKV�DHE I EA r - r� 663-f f1 US 30!/SR 39/GALL BOULEVARD +-1A ; DUKE E RG1 +' ■(1)HIGH VOLTAGE = r ; +' _ ' • (1)LOW VOLTAGE '�■ FUTURE S1GNA1, ; FUT1! I HEAD .-•z_;�_ - - _ _.. !F a� EXIST. R1W LINE w ti • -•-- ,-� I D — __�. _ STA 4 le - �3 f; , RUNS fir, +7B.70 " t i a■ - - - - 2.630-2:20 FTC T 630 2-fl" 295 LF 1 a .... s ►,� � 't' '' +� ::: . -t- EA _633.2-11 EA PVC f �" 1! 1 660-2-102 2E4 2S L 11 • -' r �,�`iY 8T[s?J••— _ 665-1-1 f 1 FA .. 630.2- = EXIST r 7470 GA 11)HIGH VOLTAGE I EA 635-2-12 ER ,. fb LL BLVD xrsr. JAW LIAI., (1)LOW VOLTAGE 3 EAR 660.2-106 I RUNS I 45 FT '� . X15 L 630-2.1I ROADy�Ar� . v 2 AUNS.•f AT CABINET: GROUND EL 144`; 2 EA CROWN E11 FS j 630-2-71 20 LF GROUND EL. 139 4 RUNS: 70 LF 646-1-11 141.6' r' . J E r.0.f. EL 139.8' 830-2-11 10 LF OF T,O.F., EL 142.4' 2 EA 6631 11 I' I 646.1-1 J 1 EA 639.1 122 145 97 4 9+68 ! ! 663-1-11 1 EA 639 2-1 10 LF 14J'4RT 632-7-1 1 PI ! T :FT,, 1)1`ow VOLTAGE ' -639-2-I LEGENA; 2 RUNS ,S}T ' (1)LOW VOLTAGE 630-2.1 f 10 LP 3 RUNS to 5 FT 10 Lf 3 LF + f1J HIGH VOLTAGE 630.2-11 5 Lf 663.1-111. 1 EA 630-2-1I �' i frJ LOW VOYAGE $,1�7 12 f EA• OPTICOM DEVICE 2 EA 633-2-11 7 I 633-?-f1 ,1 EA 670.5-I11 I EA CCTV CAMERA I EA '649-21-l0 3 RUNS r•I 125 FTr 649-21.21 1 EA 684-1-1 1 EA 125 LFr _-30-2.12 663-t-172 '1 EA 6B3-1-11 1 EA �_•� PROPOSED SIGNAL HEAD I EA "863.1-f 1? � I � Y , (1)HIGH VOLTAGE (11 HIGH VOLTAGE �' 9 a _2,PvC 682-1-173 I EA (1)HIGH VOLTAGE —.a FUTURE SIGNAL HEAD (1)LOW VOLTAGE (1)LOW VOLTAGE F r�+ (1)HIGH VOLTAGE II)LOW VOLTAGE (7)SPARE r� r i 630-2.11 35 LF (1)SPARE I' 633-2.11 1 EA (1)LOW VOLTAGE (1)POWER (1)SPARE ,dr ►�lV7510VYS 650-?-106 3 EA �r v - —�_ r❑ IOHN SEALS.PL - - P P,&LICENSE NUMDER 52505 - _ _-- __-_- KINW4IORN AND ASSOCIATES SHEET 655 NORTH FRANKLIN STREET.SUITE ISO AOAO - rau,Yrr r�t�ra , >1&D O1°K &YAt NALIT.A27O2V PLAN 4451 No. - _. CERl IF1CAr�E Of 4II1I-Rll'wrlc, Ulf. 5P 34 J°ASC0 1E 3 SIGNAL DISPLAY DETAILS PEDESTRIAN DISPLAY DETAILS INTERNALLY ILLUMINATED OVERHEAD STREET NAME SIGN DETAILS a a P4 ®snit, FREE SWINGING, DOUBLE-SIDED, DIRECTIONAL omrrsrnar rV a 8R P6 smma 6_p" P8 [;Gall Blvd Gall Blvd R R 450 7460 700-5-22 2 EA 7460 7450 Y y� PED. SIGNAL (WB DIRECTION) (ES DIRECTION) COUNT-DOWN msrtsvrron 1-SECT., 1-WAY TO CROSS 8•-p" 4-SECT., 1-WAY 8 AS STRWT NAME 3-SECT., 1-WAY 5-SECT., 1-WAY 653-1-11 7 AS 1 AS FTP-698-06 Pretty Pond Rd o Pr Pond Rd 650-1-16 650- 650-1-19 "' 137000 38000 ry Q 7005-22 2 EA 2 AS �7V 38000 37000 (NB DIRECTION) (SB 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 PRETTY POND ROAD (MINOR STREET) PHASES 4 & 8 P6�s TURNING SK 6 Q 700-3-201 4 EA BR P6+_ 0" X 3R 30" X 30" 5 6 `i TF 1 O1 +® O TF 5 OR 5A r 1 U-TURN I R 44 8 P8 Tf z 02 © TF 6 YIELD 2 mot' TO 700-3-201 2 EA 5 RIO-16 PHASE 1 -�2 PHASE 3 PHASE 4 RIGHT 30" X 36" TF 3 ®+® TURN PHASE 2 DETECTORS FOR LOOPS CONTROLLER TIMINGS LOOP NUOF MBER DETECTOR DELAY LOOPS CHANNEL (SEC) CONTROLLER PHASE I,8R 2 4 5 6 8 DIRECTION SBL NB lEE JNBLjSB WB L-SA 1 IA - INITIAL GREEN (MIN) 5 15 5 5 15 5 CONTROLLER NOTES L-2A, L-2B 2 2A, 2B - L-2C, L-2D oz EXTENSION(GAP) 3.0 3.0 3.0 3.0 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 v 35 50 35 35 50 35 (SPEED LIMIT 45 MPH EASTBOUND, WESTBOUND SPEED LIMIT IS UNLISTED). L-48 I SA 5 j MAXIMUM GREEN 2 - - _ _ 2. FLASHING OPERATION: MOVEMENTS 2 AND 6 WILL FLASH YELLOW. ALL OTHER MOVEMENTS SHALL L-1A `- YELLOW CLEARANCE I815' 1 3.4 5.1 4.8 4.8 FLASH RED. I 6A 3. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FOOT STANDARD PLANS 671-001. L-6A, L-58 2 7A 78 _ zz- ALL RED CLEARANCE 2.2j2.0 4.5 2.0 2.0 2.5 4. ALL SIGNAL HEADS TO HAVE BACK PLATES WITH YELLOW REFLECTIVE BORDERS. L-6C, -6D 2 Z PHASE RECALL 5. IF PEDESTRIAN PHASE P2 IS ACTIVATED, PHASE 2R DISPLAYS A GREEN BALL. IF PEDESTRIAN SA, 88 - i MIN MIN - PHASE P4 15 ACTIVATED, PHASE 4R DISPLAYS A GREEN BALL. IF PEDESTRIAN PHASE PS IS L-3A 1 gq _ DETECTOR DELAY ACTIVATED, PHASE 8R DISPLAYS A GREEN BALL. L-8A 1 l0A _ WALK - 7 7 7 7 5. TRAFFIC SIGNAL POLE FOUNDATION FOR POLE "H" TO BE INSTALLED 2' ABOVE EXISTING GROUND, L-8B 1 FLASHING DON'T WALK CONTRACTOR SHALL PROVIDE ADDITIONAL SODDED EMBANKMENT/FILL MATERIAL TO GRADE DOWN TO11A 5 25 35 16 30 EXISTING GROUND FROM TOP OF FOUNDATION AT A SLOPE OF 4 TO 1. COST OF ADDITIONAL DELAY TIME IS INITIAL AND TA MAY REQUIRE FIELD NOTES: FILL/GRADING TO BE INCLUDED IN THE UNIT COST FOR THE MAST ARM POLE. ADJUSTMENT DURING INSTALLATION. 1. SIGNAL TIMINGS ARE INITIAL AND MAY NEED FIELD DAT REVISIONS ADJUSTMENTS. DESCRIPTION DAT DESCRIPTION JOHN SEALS, P.E, P.E. LICENSE NUMBER 51505 CITY OF ZEPIYI'RFddLL,�' —. -�` m 655KIM NORTH F AND ASSOCIATES SIGNALIZA TION���� (0 �7THEET 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO.TAMPA, fL 330 SR39 � �������CRTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 rnbart.mvrre „oc,-,n-,,, ,-„ e . D H4 C H3 I H2 O O O O Y SIGN B IW4 T W2 SIGNA I� W3I - f- ARM 4 3 2 1 MOUNTING WI j jHEIGHT HI I (ARM H.) TOTAL ARM LENGTH TOP OF FOUNDATION ELEVATION * DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY SIGNAL DATA O ST LOCATION TOP OF RDWY SIGN DATA NO. ND BY STATION,OFFSET FOUND• ARµq CROWN SIGNAL ABATE$ SIGN 4L DISTANCE FROM POLE TOTAL ARM 8N DISTANCE FROM POLE / EL, V/H LUM. EL. NO. Y/N Y/1y Y/N ARM DUAL HEIGHT AND WIDTH OF SIGN PROPOSED LOADING 1 * * 3 * 4 * LENGTH M•H ARMs A N1 W1 8 H2 W2 C N3 W3 D H4 W4 PAINT 9oJn COLOR A T-5 5TA 429+50.00; 97.5' RT 150.1'_1so.5'l_V Y N N 40.5' 3 57.5' 3 72.5' 4 ----- -------------- ------ -- 78.0' -- 2 7.0' 2.0' 7.0' 35.0' 2.5' 2.5' B T-5 STA 428+62.00; 96' RT 148.1' 1 748.2' �/ 76.0' 2.5' 3.0' Y ---- N N 16.5' 5 24.5' 3 30.0' -- ----•--------- ------ 2 -- - -- -- 5.0' 2.0' 0' 72.5' 2.5 2.5' C T-5 STA 428+23.00, 46' LT 147.3' 1 147,4' V 28.5' 2.5' 3.0' Y N N 33.0' 3 50.0' 3 65.0' 4 2 -- 1 --f 70.0' -- -- 7.0' 1.0' 7.0' 21.0' 2.5' 2.5' D T-5 STA 429+2900 57.3' LT 157.7' 1II r 68.5' 2.5' 3.0' 148.7' V Y N - - N 14.5' 5 23.0' 3 30.0' - __-___--___- _ 2 -- - _ 5.0' 2,0' 6.0' 10.5' 2.5' 2.5' E T-8 STA 440188.00, 701' RT 739.8' 1 140.0' V ____ 28.5' 2.5' 3.0' - --- Y N N 44.0' 3 61.0' 3 76.0' 4 2 _--_ -- 78.0' -- 6.0' 2.0' 8.0' 39.5' 2,5' 2.5' F T-8 STA 439+68.00; 97.5' RT 142.9' 7 141.6' V Y N N 38.0' 3 _45.0' 3- -• -- 60.0' -- 2 6.0' 2.0'_6.0'134.O'125._2.5' G T-8 STA 439+74.00; 63' LT ]44.6' 1 144 2' V __ Y N N 56.0' 3 67.0' 3 78.0' 4 ------ _--_ --J_78.0'2 _5.0'120'_8. 2,O' 2.5' 2.5' 73.5' 2,5' 3.0' H T-8 STA 440+84.00; 50.5' LT 140.2' 7 142.2' V Y N FUTURE LOADING N 39.5' 5 49.5' 3 -- 60.0' -- __ 6.0' ,D' 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'_372.5' 4 78.0' _--- - 2 -- 7.0' 2.0' .0' 32.0' 2.5' 2.5'C T-5 STA 428+23.00, 46' LT 147.3' ] 147.4' V 76.0' 2.5' 3.0' Y N N 28.5' 5 38.5' 3 50.0'_3155.0' 4 70.0' --- ----- ---------- ------ 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'_3176.0'_4 78.0' --- --- 2 "- -• 6.0' 2.0' 8.0' 35.5' 25' 25' F T-8 STA 439+68.00; 97.5' RT 142.9' 1 1412 .6' V N N 38.0' 3 46.0' 3 _54.0' 4 60.0' 6.0' 2.0' 6.0' 34.0' 5' 25' G T-8 STA 439+74.00; 63' LT 144.6' 1 144.2' V N N 46.0' 5 56.0' 3 _67.0' 3 78.0' 4 78.0' - 6.0'_2 ,O' 52.0'_22,5' 73.5' 2.5' 3.0' H T-8 STA 440+84.00; 50.5' LT 140.2' 1 142 2' V Y N ---- _8 1 N 39.5' 5 49.5' 3 58.0' 4 60.0' _--__-- __--- -- � 6.0' 2.0' 6.0' 35.5' 2.5' 25' 53.5__2 5 3.0' POLE ID NUMBER "A","B", "C","D"; NEW FOOT TRAFFIC SIGNAL MAST ARM/STEEL POLE NUMBER 14M115 POLE ID NUMBER "E","F","G","y": NEW FDOT TRAFFIC SIGNAL MAST ARM/STEEL POLE NUMBER 14M116 DATE REVISIONS DESCRIPTION DATE JOHN SEALS, P.E. _DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS KIMLEY-HORN AND ASSOCIATES SHEET 655 NORTH FRANKLIN STREET, SUITE 150 ROAD ND. COUNTY WORK ORDER NO. MAST ARC TABULA�p�®�T SHEET NO. TAMPA, FL 33602 LYd7 TION�Y CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-10 robert.mvers ,,.. .. - STANDARD MAST ARM ASSEMBLIES DATA TABLE Table Date 09-06-19 STRUCTURE FIRST ARM SECOND ARM I POLE ID DESIGNATION OF I LL DRILLED NUMBERS ARM FAA ARM I SAA I (deg) I (deg) POLE UAA I UB SHAFT ID (ft.) ID (ft.) J 1 ID (ft.) (ft.) ID A A78/SH-p6/5 A78/SH - - J— -- - - - P6/5 25 22 DS/20/5.0 B A30/S-PI/S A30/S - _ f - - - P 1/S 25 22 DS/12/4.5 C A70/SH-PS/S A70/SH - - / - j - - PS/S 25 22 DS/18/5.0 D A30/5-P1/S A30/S - _ - PI/S 22 19 DS/16/4.5 E A78/S-P6/5 A78/S - _ -_1_- - P6/S 25 22 05/25/5.0 1 F A60/S-P4/5 A60/S - - _- - - P4/S 24 21 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 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, 2019. 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 'VA' 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. 4. WORK WITH INDEX 649-O3O AND 649-O31. POLE A - BORING MA-O6 POLE E - BORING MA-01 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 (FOOT) STRUCTURES DESIGN MANUAL, JANUARY 2019. POLE B - BORING MA-07 CLASSIFICATION COHESSIONLESS SOIL POLE - BORING MA-O2 DESIGN SPECIFICATIONS: CLASSIFICATION: COHESSIONLESS SOIL FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, JANUARY 2019 AND UNIT FRICTION AN: 47 GLE: pC DEG. FRICTION ANGLE: 31 DEG. 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: 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 "DATEDREVISIONS IPTION DATE DESCRIPTION JOSEPH A ROBERTS JR., P.E, r P.E. LICENSE NUMBER 78547 L / CITY OF ZEPHYRHILLS JKIMLEY-HORN AND ASSOCIATES S T T g� /� T �D J� SHEET 189 S. ORANGE AVE, SUITE 1000 ROAD NO. COUNTY WORK ORDER NO. ARO "S d A�'u'8 NO• ORLANDO, FLORIDA 32801 ASSEMBLIES Del TA TABLE CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-O93 T-11 robert.mvers 212KI; ,•n o, ou -— — ---_-- SPECIAL MAST ARM ASSEMBLIES DATA TABLE NUMBER OF STRUCTURE FIRST ARM Table Date 09-06-19 LOCATIONS NUMBER FIRST ARM EXTENSION SECOND ARM SECOND ARM EXTENSION POLE 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 18(in) UA(ft) UB(ft) UC(in) UD(in) UE(in) F(deg UG(ft) I G 39 9.54 15.0 0.25 42 14.16 2O 0.50 24 21 20.67 24 I H — 35.5 7.03 12.0 0.25 27.5 11.19 15 0.375 - _ 26.5 23.5 18.32 22 0.37.37 5 _ SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.) STRUCTURE FIRST ARM CONNECTION (in) First Arm Camber Angle = 2 Degrees ARM CONNECTION Table Date 09-06-19 NUMBER #Bolts HT FJ FK FL FN FO FP FR FS FT #Bo is SECOND N S (I SL SN and Arm Ca�ber Angle = SDegrees G 6 30 36 3 0.75 0.625 18 1.50 2.50 12 0.625 ST 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 09-06-19 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(f ) LB(ft) LC(in) LD(in) LE LF(ft) LG(in) LH(in) LJ(in) LK(in) LL(de ) G 8 42 2.50 2.25 45 18.50 5 g NOTES: 11 19 10 8 _ H 8 _38 - - - 1. WORK WITH INDEX 649-031. 2.50 2 _40 2. DESIGN WIND SPEED = 150 MPH (PASCO COUNTY) FOUNDATION NOTES: 1. SEE "STANDARD MAST ARM ASSEMBLIES DATA TABLES" SHEET DATE REVISIONS DESCRIPTION DATE DESCRIPTION JOSEPH A. ROBERTS JR., P.E. P.E. LICENSE NUMBER 78547 CITY OF ZEPHI'RI�dLL.S �y�+ �/,q SHEET _ IJ KIM LEY-HANG AND V ASSOCIATES SP CIAL HAS T ARC NO. 189 S. ORANGE AVE, SUITE 1000 ROAD NO. COUNTY WORK ORDER NO. ORLANDO, FLORIDA 32801 ASSE LIES DATA TABLE CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-12 robert.mvers " " -- - IGN NAM A rwe DIRECT/ON) J0TY12 STATION(S) PANEL BORDER 428+62 IGN NAM A (£B DIRECTION) QTY 121 STATION(S) WIDTH ' IDTH 429+29 PANEL BORDER 428+62 EIGHT '-0a RADII " WIDTH 6'—0" IDTH/^ 429+29 LEGEND bite COLOR kite EIGHT 2'-0" RADII 0" COLOR Green LEGEND White COLOR White SYMBOL(S) ANGL X Y WID HT 6'-0" COLOR Green 1_7239 SYMBOLS) ANGL X Y WID HT 60" 1 1 8'EM 16-E "EM r • 6"E 1 4 N . 6E • B NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER rJ NUMBER a a Be Lan AVENGTMRAGE 11-I=1" 59.1" ,5 BORDER SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE •5 59"NUMBER C I� LENGTH 71'11 NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE COPY G o I 1 g WAIT VOLTAGE ND.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE 1 N d L WATT VOLTAGE SPACE 7.6 15.8 24.3 29.1 38.7 47.4 51.3 59.1 56.7 COPY G n I 1 8 1 v d COPY 7 2 3 9 L /_1 ! SPACE 7.6 15.8 (24.3 29.1 38.7 47.4 51.3 59.1j ____________________________ 56.7 ll I / / I SPACE 6.5 12.3 18 23.7 zz1H 111 ( 1 / COPY 7 z 4 o �231, COPY 7 z 4 o L SPACE 6.5 12.3 17.9 24.7 SPACE 42.2 fl552 3,3 COPY 7 2 3 9 L( 11 ilrIltIiii COPY SPACE 43.3 49,1J2 54.9 60.6 22.1 SPACE iJ ! Thi ± ; H1 COPY COPY SPACE SPACEii ! i ! f ! i1HH COPY IHJJ ( j ! IFIJIJJl COPY SPACE SPACE COPY _ ___ I I I 1TT / / 1 / SPACE I I Ill / / fl IGN NAM B (NB DIRECTION) QTY 2 STATIONS) IGN NAM 8 (SB DIRECTION) QTY 2 STATION(S) PANEL BORDER 428+23 WIDTH 7'-0^ IDTH 1^ 429+50 PANEL BORDER EIGHT 2'-0^ RADII 0^ WIDTH 7'-0" IDTH 1^ 429+50 LEGEND White COLOR hire EIGHT 2'—0" RADII o" COLOR Green LEGEND White COLOR White SYMBOL(S) ANGL X Y WID HT 7'—0' COLOR Green 7'-0' AR_Type D 89.9 6 14 6.4 9.6 SYMBOL(S) ANGL X Y WID HT q 4 4" ffJ4 c 6"D 6.�" - L 6"D 6'D AR-Type D 270 68.4 13.6 6.4 9.664" 1N 14" 6wD • N 14 .4 14" 14" 1 3.6 SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER n. 6 BORDER 6' 72w NUMBER F R EC a Or n LENGTH Ino1' 72" 6' BTORDER 6" SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE NUMBER a Or Lan LENGTH NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE COPY M e d 1 WATT VOLTAGE NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE a I A r t s C t WATT VOLTAGE SPACE 18.8 24.6 _287J5_34 39.5 44 51 56.9 59.3 62 70.8 75.6 Sg 2 COPY __________________" a 1 A r t s C t COPY 1_ 7 9 0 0 L SPACE 11.7 15.9 20.7 22.6 26.6 31.2 38.1 a4 46.5 49.2 8 2. 59.2 SPACE 6.2 11.3 16.4 21.7 27.1 2s.2 _ f_ 11 ! ! F!_1 ! COPY 3 7 9 0 0 JL COPY SPACE 52.4 57.5 62.6 67.9 73.4 25.2 SPAcETj +7I ! Tj ! flf COPY COPY / HH1HFH4jjfjjjjj SPACE SPACE COPY / If4Ijfj / l / / ljJjj1Jjj COPY SPACE SPACE COPY COPY SPACE SPACE_ JI / IJFIJJ COPY SPACE ' / JJJllIliJJIHjl DATE REVISIONS SCRIPT JON DATE DESCRIPTION JOHN SEALS, P.F. 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. �U����+7;•/ �T WORKSHEET ® KSHEE (01 J NO. TAMPA, FL 33602 lL G 8l U7 CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-13 rotieri.mvers /�a/�n)n A.�t __ IGN NAM c(w8 nh=E ioNl QTY 2 STATION(S) PANEL BORDER 439+68 IGN NAM C(EB DIRECTION) Q 2 STATIONS)• WIDTH 6 0• 10TH !" 440+84 PANEL BORDER 439+68 • EIGHT 2 0^ RADII o" WIDTH 6'-0" IDTH I• 440+84 LEGEND White COLOR White EIGHT 2'-0• RADII o" COLOR Green LEGEND White COLOR White SYMBOL(S) ANGL X Y WID HT 6.-0" COLOR Green SYMBOL(S) ANGL X Y WID HT 0 8"EM t � • 8"EM - --- - - N • # 6"E 8"EM • 8"EM 7 iv SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER 5 NUMBER Of Can LENGTH TH=1^ 59^ ❑S SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER •cJ 59.1" NUMBER Ed f Lan LENGrH TH=1" •5 NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE COPY C WATT VOLTAGE g I v d L NO.OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE SPACE 7.6 75.8 24.3 29.1 38.7 47,4 57.3 59.1 5fi.7JI ( 8j1jWATT VOLTAGE COPY 0 ° I Jd COPY 7 4 5 0 SPACE 7.6 75.8 24.3 29.1 38.7 47.4 57.3 59.7 56.7 I i H ____________ 1 T I f J m / / / SPACE 6.5 i2.2 t8.8 2a.7 23.3 COPY 7 4 6 0 L COPY 7 4 6jL ____________ _____ ______________ 0 H I _ SPACE 6.5 12.2 19 25.1 /23.6 SPACE 41.8 47.5 54.4 60.4 23.6 COPY 7 4 5 0 L 1 / ______ COPY H I ! / / / I I 1 / / I H SPACE 42.2 47.9 54.6 60.5 23.3 __J _"uhiJI 'f'1111uj11hh1hhh1-j ( SPACE1 H I 1 ! COPY COPY SPACE SPACEU / Jfl j_ COPY f_ I_I_/_-r I_/_ H_HTh /_/_H_H COPY SPACE SPACEI_ f_j_ l_/_/_ /_ /_/ 1 COPY SPACE IGN NAM D(NB DIRECT/ON) QTY 2 STATION(S) PANEL BORDER 439+74 IGN NAM D(SB DIRECTION) QT 2 STATIONS) WIDTH 5,-o- IDTH 1• 440+88 PANEL BORDER 439+74 EIGHT 2'-0 RADII o• WIDTH 8'-0• 10TH,- 44O+88 LEGEND white COLOR While EIGHT 2'-0" RADII 0' COLOR Green LEGEND white COLOR White SYMBOL(S) ANGL X Y WID HT COLOR Green SYMBOL($) ANGL X Y WID HT 8-D" c 18-E • • • 8"E 8"E I _ _ T - 6"E # • i 4" 8 E • • l • 8"E 84 "E 0 • i • 6"E 13" 7 4 BORDER 8 L i i • 6"E 13" N NUMBER CLEARANCE COLUMN SIZE LENS E TM-1" 84.2"NURSER F v Ed Of 8 SIGN NUMBER CLEARANCE COLUMN SIZE AVERAGE BORDER .8 84.2" NUMBER f d e f L LENGTH TH=1" NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE COPY JP r e t t warr VOLTAGE d R d- NO.OF LIGHT FIXTURE FIXTURE SPACING PHOTOMETRIC CURVE SPACE 5.9 73.4 77.8 23.7 27 30.9 45 52.3 58.6 64.7 77,7 85.2 84.2 COPY P r e t t WATT VOLTAGE J j Y P ° n d R d L COPY 6 7 0 0 0 SPACE 5.8 73.3 17,7 23 26.9 30.6 44.9 /52.2 58.5 64.6 77.6 185.1 /84jJjhiJi._IffI.2 SPACE 6 11.5 11.5 23.8 30.1 29.11flh / I I-i--+ ilL- HIT COPY 3 8 0 0 0 L COPY 3 8 0 0 0 SPACE 6 11.7 17.6 2311 29.1 f I I j SPACE 60.9 66.6 72.5 78.7 84.9 29.7 COPY 3 7 0 0 0 ________ ___ _ ____ COPY_______________________ SPACE 60.9 66.4 72.5 78.7 84.9 Y9 1 i' ll_-F- --_I_IEE +-_I_.1L.i_I_/ SPACEj 1 H T COPY / __________________ COPY SPACE_ JHHH_ H_ H SPACE (_ H I COPY COPY SPACEJ_l_ / 1_1 H_/_L _H_ / / LSPACE COPY DATE REVISIONS _l_ SPACE f_ I_I H_/_I __ I_I DESCRIPTION DATE DESCRIPTION JOHN SEALS, P.E. P.E.LICENSE NUMBER 51505 CITY OF ZEPHYRHILL5 KIMLEY-HORN AND ASSOCIATES SHEET 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. GUIIDE.SIGN WORKSHEET (0 I NO. TAMPA, FL 33602 CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 T-14 TIE INTO EXISTING CABINET: 4"CONDUIT WITH 3-1" INNERDUCTS 630-2-11 10 LF 4" CONDUIT WITH 633-1-122 i1OLF 3-I" INNERDUCTS 633-3-15 2 EA 630-2-12 620 LF FIBER PULL BOX: 670-5-400 1 AS 633-1-124 J620 LF 50 LF (SLACK) 633-1-12 684-5-1 1 EA 0 20 100 1 EA 635-2-1 ' _ EXIST. R/W LINE \l ° Feet I , z - - I r �#�.'"''- _---- ti -Rrf ... � (D}=--.=•- - - - - BF�rCr��'( ._ - _ - �-- - I 1- % 4" CONDUIT WITH - -= - 3-1" INNERDUCTS 630-2-12 150 LF ��G� 1Z. €� — — mo=o — — } — 633-1-124 150 LF G(D} _ T __-_ — GfD)— — — fg1= / \`fir Q - o —— 473 '1• I 4 _If——--473————— —� —— __ _— J/J_ _ _ �'vtc+) _:.�(rCL- - _ _ _ _ _ _ _ _ _ _ _ --- - -- —_ G(D) -G(D)- - ) r _ 47a- ate------ors -- -- - G"-- -- 4 1--- - ---- G(D ="G(D) —g __ _ _ ' = io —az0 o—=--- ---- 7444 :J- 4" CONDUIT WITH s=�==L '=Y ---- =— q azr---------122- -- —4z�---— -0ra--- - - -- -- -- -- 425 416 INNERDUTS ��— _ �-------- - cr r-r_--=r= =- -- - 3-1" US\ 633-1-124 75 LF----------- FIBER PULL BOX: -—= _� J y ? W 301/SR 39/GALL BOULEVARD FIBER PULL BOX: ------- 50C ) _ LF (SLAK 633 -_ 633-1 124 5 -7-124 � f \ _ - -�-- --- _ - 635-2-12 I EA _ 1 i• t r ——— SPL}!CE VAUL: EE OE.- FIBER PULL BOX: _ EXIST. R/W Lt E / TO $PLICE�D A i FIBER PULL BOX: i 50 LF (SLACK) 633-1-724 4" CONDUIT WITH FIBER PULL 80X I r I JJ 3-I"INNERDUCTS I 4" CONDUIT WITH 33-7-122 70 SLACK) 633-1-724 50 EF (SLACK) I EA 635-2-12 50 LF (SLACK) 633-1-124 633-1-114 700 LF (SLACK) 635-2-12 1 EA m 630-2-12 70 LF N 3-1" INNERDU TS 1 EA 635-2-12 I 630-2-11 115 LF 633-2-31 4 EA 633-7-124 70 LF 4" CONDUIT WITH 4" CONDUIT WITH 633-1-124 115 LF 633-3-11 1 EA 3-1" INNERDUCTS 3-1" INNERDUCTS 633-3-12 2 EA 630-2-11 425 LF 75 LF 630-2-12 635-2-13 1 EA v 633-1-124 425 LF 75 LF 633-1-124 ti a O 17 .r � 4" CONDUIT WITH 3-1" INNERDUCT. I Iti 11 4) I 630-2-11 310 LFI W ;"'B 633-1-124 310 LF II v EXIST. R/W LINE d —� :__ '�- _-' 3-1" INNERDUCTS = - - - - - •G(D)- - _ - - - - - - - - -G(D} a- - - - - G(a \ 31" INNERDUCTS-- o 630-2-12 75 LF CONDUIT PAID FOR ON 50 LF i� ---�-�-==-=��t.�.=- - /.:----- � - - - - - - •� � � 630-2-12 N "---r_ _ GfD• - - - - - ._ _G(D�_ _.i_ S"r_ - --, y 633-1-124 75 LF----G(D) - - - - -G(D)- - - - ^�-__-S- (DL' _SIGNALIZATION PLAN SHEET 50 LF - -124 - ' 4zi __ -.---___. ---•---- 434 435 436 437 438 440 tU 9 z CONDUIT PAID FOR ON c SIGNALIZATION PLAN SHEET 1 FIBER PULL BOX: = 90 LF 633-1-124 US 301/5R 39/GALL BOULEVARD 50 LF(SLACK) 633 ]-724 1 EA 635-2-12 ------ ---- ---- - --- -----— - -- ----- J -b30-2-7 1 LF LICE VAULT: REFER PROPOSED CABINET: I p[I ;'I. ; 633-1-724 1801 LF SPLICE DETAIL B. 4" CONDUIT WITH ` I I� FIBER.PULL BOX: 4" CONDUIT WITH I SPLICE VAULT: REFER \ 633-7-122 20 LF(SLACK) 3-]" INNERDUCTS \ 633-1-114 50 LF (SLACK) 3-1" INNERDUCTS TO SPLICE DETAIL 8 �; I f 633-1-124 100 LF (SLACK) 630-2-11 10 LF 630-2-I1 645 LF I 20 LF (SLACK) 633-1-112 �, � PROPOSED CABINET: 633-2-31 4 EA 633-1-722 10 LF 635-2-12 1 EA 4" CONDUIT WITH 633-1-124 645 LF 100 LF (SLACK) 633-1-124 FIBER PULL BOX: 3-1" INNERDUCTS 50 LF (SLACK) 633-1-124 633-3-11 1 EA 633-3-IS 2 EA FIBER PULL BOX: 4 EA 633-2-31 10 LF 630-2-11 1 EA 633-3-12 2 EA 684-5-1 1 EA 633-1-124 50 LF (SLACK) I EA 633-3-11 10 LF 633-1-722 635-2-12 635-2-13 _ 1 EA 635-2-12 _ 7 EA 2 EA 633-3-12 2 EA 633-3-15 REVISIONS 1 EA 635-2-13 1 EA 684-5-1 DATE _DESCRIPTION JOHN SEALS, P.E. DATE DESCRIPTION P.E. LICENSE NUMBER 51505 CITY OF ZEPHYRHILLS KIMLEY-HORN AND ASSOCIATES SHEET 655 NORTH FRANKLIN STREET, SUITE 150 ROAD NO. COUNTY WORK ORDER NO. C®� &�IC?,AT71O� �7r ,� y%T (01) NO. TAMPA, FL 33602 lg TION �'ddit7ll�Y CERTIFICATE OF AUTHORIZATION 696 SR 39 PASCO 18-093 robertmyers T-15 r 0 20 100 Feet l �- - -B B -- --- - - -- -- -- } - -�- I- •I _—�- - I{ f =-`W( } I — i �\ jor �� - - - aCONDUIT WIT3-1" INNERDUCTS_I a — — -- ---------------------------- — --= IS — - -- -- -~ 1 - - - I --- - - - --_--_ ---- aSl—'-----Z53"'— 442 443 dd4 ———045 ——— t _ __ — i t a —�_ 4" CONDUIT WITH to u' e e _3IN ERDUCTS 4" CONDUIT WITH -- __ _ /��— — -3=S= -C3-L-Z=3—���---�� _ — _ s� —3 3-11 O-2-1 ----- - i `w — 3-1" INNERDUCTS -— � — — -� — �- -j 630-2-12 35 LF S30-2-12 40 LF 630-2-12 sa---- ------------- ---- 50 LF ------- ----- — --- --�— 633-1-124 35LF------------- _' --- ----------- -------------_----40LF 633-1-124 U) ti7T 7--- ------ -- /_633-1-1245 OLE - — B} --- -- ------ �} - -- -- - - —�\ li - ---- -- --- - - - - — — — t —y_=��� I /7 2 FIBER PULL BOX: _ ____ yi 4" CONDUIT WITH 633-I-124 • 50 LF(SLACK) FIBER PULL BOX: 3-1" INNERDUCTS 635-1-12 1 EA LCONDUff WITH \ _____633-I-124 50 LF (SLACK) FIBER PULL BOX: 630-2-11 315 LF 3-1" IN ERDUCTS 635-1-12 1 EA 4" CONDUIT WITH 50 LF (SLACK) 633-I-124 633-1-124 315 LF 630-2-11 355 LF 3-1" INNERDUCTS 1 EA FIBER PULL BOX: 630-2-11 655 LF 635-1-12 633-1-124 50 LF (SLACK) 633-1-124 355 LF FIBER PULL BOX: 635-1-72 1 EA 633-1-124 50 LF (SLACK) 633-1-124 665 LF 535-7-12 1 EA FIBER PULL BOX: 50 LF (SLACK) 633-1-124 1 EA 635-1-12 -- /�r-- • ix _-- - i� I I 9t�• -_—I\ 4" CONDUIT WITH 3-1" INNERDUCTS — 4" CONDUIT W/TH i L_ _ ----- ------ — 630-2-12 --- 3NNERDUCTS li-`I:I_ -------------- 50 LF FIBER PULL BOX:--- I. — _ -1---'--- 2 -------- `— -- -------- ------- — ---- _170LF 630-2-12 '1 __ J D:_ 633-1-124 50 LF —50 LF (SLACK) 633-1-124_ I EA j2 633-1-124 o — _ _ _ _ — _— 635-2-12 ---I 1� �--- (-- —111— _�� ` ( ----=— --- s—: •..�__* 7_i__-T. _;_--- I — —�� b33-1-124 50LF(SLACK) II — '- - - - — I 635-I-12 1 EA 4" CONDUIT WITH 3-.l" INNERDUCTS v/ I TIE INTO EXISTING CABINET: IWIO 630-2-II 405 LF SPLICE VAULT: REFER 4" CONDUIT WITH 3-1" INNERDUCTS TO SPLICE DETAIL C FIBER PULL BOX: 633-1-124 405 LF r' 20 LF(SLACK) 633-1-122 630-2-11 10 LF 10 LF 633-I-124 50 LF (SLACKJ 633-1-122 10 LF LF 100 LF (SLACK) 633-1-124 635-1-12 1 EA 4 EA 633-3-15 2 EA 633-2-31 1 EA 633-3-11 670-5-400 1 AS 2 EA 633- -3I2 684-5-1 1 EA REVISIONS _ I EA 635-2-13_ /DATE DESCRIPTION JOHN SEALS, P.E. - DATE DESCRIPTION _ - _ P.E. LICENSE NUMBER 51505 1 j CITY OF ZEPHYRHILI.� m __ - j KIMLEY-HORN AND ASSOCIATES SHEET 655 NORTH FRANKLIN STREET, SUITE 150 JROAD ). COUNTY WORK ORDER NO. COMHUNIC A T OJ r PLAN �T (02) NO. TAMPA, FL 33602 Lg g 1l L V' LL`�(�/ CERTIFICATE OF AUTHORIZATION 696 39 PASCO 18-093 robert.myers T-16