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Item 08 Approval of Interlocal Agreement between Orange County and the City of Ocoee regarding Improvements to the Intersection of Ingram Road, Lake Meadow Road and Clarcona-Ocoee Road
&!Iihlki.,\,4,4 ocoee florida AGENDA ITEM COVER SHEET Meeting Date: October 5, 2021 Item # Reviewed By: Contact Name: Stephen C. Krug Department Director: / Contact Number: 6013 City Manager: - • Subject: Interlocal Agreement between Orange County, Florida and the t- ty 0 coee, Florida regarding Improvements to the Intersection of Ingram Road, Lake Meadow Road and Clarcona- Ocoee Road, Commissioner Oliver, III, District 4. Background Summary: Following meetings with Orange County concerning adding a traffic signal on Clarcona-Ocoee Road at the intersection of Ingram Road, City Staff has been working to finalize the interlocal agreement for the project. The project design has been completed by the County. The City Manager has discussed the draft agreement with the County Administration and the County has agreed to drop the requirement for the City to take over maintenance of the new signal. While we wait for the revised agreement, Public Works is requesting the Commission approve the draft agreement with the condition the maintenance portion will remain with the County, and upon receipt of the revised agreement, authorize the Mayor and City Staff to execute the revised agreement following City Aftorney's review and City Manager's approval. The project is adequately funded through Road Impact Fees.. The City Manager and Public Works recommends approval. Issue: Request the City. Commission to approve the draft Interlocal Agreement between. Orange County, Florida and the City of Ocoee, Florida regarding Improvements to the Intersection of Ingram Road, Lake Meadow Road and Clarcona-Ocoee Road, with the condition the maintenance portion will remain with the County. Recommendations: Recommend City Commission to approve the draft Interlocal Agreement between Orange County, Florida and the City of Ocoee, Florida regarding Improvements to the Intersection of Ingram Road, Lake Meadow Road and Clarcona-Ocoee Road, with the condition the maintenance portion will remain with the County, and authorize the Mayor and City Staff to execute the revised agreement following City Attorney's review and City Manager's approval. Attachments: Draft Interlocal Agreement. Traffic Signal Construction Plans for Clarcona-Ocoee Rd. at Ingram Road. Financial Impact: The City's portion of the project is adequately funded through Road Impact Fees. Type of Item: (please mark with an"x") Public Hearing Fa Clerk's Dent Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda_ X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. 1-4MN 7/9-R-g')Le- -4 N/A Review ed by ( N/A 2 INTERLOCAL AGREEMENT between ORANGE COUNTY, FLORIDA and the CITY of OCOEE, FLORIDA regarding IMPROVEMENTS to and ASSIGNMENT of TRAFFIC CONTROL for the INTERSECTION • of INGRAM 2R0 MEADOW ROAD, and `R\C: -0‘, NA-OCOEE ROAD Approved by the Orange County Board of County Commissioners ,2021 Approved by the City of Ocoee City Commission ,2021 INTERLOCAL AGREEMENT between ORANGE COUNTY, FLORIDA and the CITY of OCOEE, FLORIDA regarding IMPROVEMENTS to and the ASSIGNMENT of TRAFFIC CONTROL for the INTERSECTION of INGRAM ROAD, LAKE MEADOW ROAD, and CLARCONA-OCOEE ROAD THIS INTERLOCAL AGREEMENT (the "Agreement"), effective as of the latest date of execution ("Effective Date" is made and entered into by and between Orange County, a charter county _ - and political subdivision of the State of Florida (."County") Witt-1'k mailing address of P.O. Box 1393, „ - Orlando, Florida 32802-1393,-and the City of Ocoee, a Florida municipal corporation("City") located at 150 North Lakeshore firive;Ocoee,-,Fiorida 34761.County and City may occasionally be referred to herein individually as"Party"and collectively as"Parties.":„ WITNESSETH. . „ WHEREAS,County has authority pursuant to-Section 125.01(1)(p),Florida Statutes, to enter into agreements With another governmental entity*agency for joint performance, or performance by one unit - . in behalf of the other, of any of either entity's or agency's authorized functions; WHEREAS, City has-authority pursuant to Section 166.021, Florida Statutes, to enter into agreements; WHEREAS,all roads that are open and available for use by the public and dedicated to public use, according to law or by prescription, are declared to be and established as, pursuant to Section 335.01(1), Florida Statutes,public roads; 1 WHEREAS,a"road"is defined by Section 334.03(22),Florida Statutes,as"a way open to travel by the public, including, but not limited to, a street, highway, or alley, including, but not limited to, associated sidewalks,the roadbed,the right-of-way, and all culverts, drains, sluices, ditches,water storage areas,waterways, embankments, slopes,retaining walls,bridges [and] tunnels . . ."; WHEREAS, the term "road" as defined by Section 334.03(22), Florida Statutes, also implicitly includes, but is not limited to, curbs, guardrails, landscaping, and traffic control devices (such as signals and signs); WHEREAS, according to Section 335.01(2), Florida Statutes, public roads are divided into four systems: (1)the "county road system"; (2)the "citY street system"; (3)the "State Highway System"; and (4)the"State Park Road System"; WHEREAS, the "county road system" is defined by Section 334.03(8), Florida Statutes, as "all collector roads in the unincorporated areas of county and all extensions of such collector roads into and through any incorporated areas, all local roads in the uninonipprated'areas, and all urban minor arterial roads not in the State Highway System"; WHEREAS,the"city'street§ystem"is defined by Section 334.03(3),Florida Statutes,as"all local roads within a-niunkinality, and all eollectoeroada.,inside'--that municipality, which are not in the county road system"; WHEREAS,pursuant to Section 33510415(1),Florida Statutes,the jurisdiction of public roads and the responsibility for operation and maintenance within the right-of-way of any road within the State, county,and municipal road systems shall be that which existed on June 10, 1995; WHEREAS, under Section 335.04(2), Florida Statutes, the predecessor statute to Section 335.0415,Florida Statutes,each local government's responsibilities were expressly described therein, and the responsibility of a county for the operation and maintenance of any roads under its jurisdiction that extended into and through a municipality was limited to the roadbed,curbs,culverts and drains,but did not include sidewalks, embankments and slopes; 2 'WHEREAS,pursuant to Section 335.0415(2),Florida Statutes,any change of the jurisdiction of a public road after July 1, 1995,that is a part of a county road system or a city street system is governed by Section 335.0415(3),Florida Statutes; WHEREAS,pursuant to Section 335.0415(3),Florida Statutes, subsequent to July 1, 1995,public roads within the respective road systems of a county or a city may be transferred between those jurisdictions only by mutual agreement of those local governmental entities; WHEREAS, Clarcona-Ocoee Road and Lake Meadow Road are part of the County road system; WHEREAS,Ingram Road is part of the City street system; WHEREAS,the intersection of Ingram Road, Clar cona-Ocoee Road, anct Lake Meadow Road is currently operated and maintained by County; WHEREAS,County and City have determined that the construction of certain traffic signalization improvements at the intersection (the "Improvements") will provide improved safety and intersection operations based on the conducted signal warrantanalysi ;:.:: WHEREAS, County and City desire to cooperate in designing, peunifting, and constructing the Improvements for the mutital-ThenetitAfsftle citizens, property owners, and businesses of both City and County,according to the terms and conditionS-bfthis,Agreeinent; WHEREAS, County and City concur that the Improvements will be most efficiently and expeditiously completed if County and City partner to fund such Improvements, and if one party, in this case County,desigtipermits,bids,and constructs the Improvements,according to the terms and conditions set forth herein; WHEREAS,therefore,this Agreement is intended to set forth the taints and conditions relating to the design,permitting,bidding,and construction of the Improvements; WHEREAS,moreover,this Agreement is intended to establish that City shall have the jurisdiction and responsibility to control traffic at the intersection,pursuant to Section 316.006(2),Florida Statutes;and 3 WHEREAS,however,this Interlocal Agreement is not intended to apply and shall not be construed as applying to the subject of which law enforcement authority(the City's Police Department or the Orange County Sheriff's Office) has jurisdiction to enforce traffic laws at the intersection, pursuant to Section 316.640,Florida Statutes. NOW,THEREFORE,in consideration of the mutual covenants and agreements herein contained, and other valuable consideration,the receipt and sufficiency of which are'hereby acknowledged and agreed, the County and the City agree as follows: Section 1. Recitals. �> The foregoing recitals are true and correct-and-form a material part of this Agreement. Section 2. "Intersection" defined. e � The"Intersection"is defined in this Agreement as the general area of convergence of the rights-of- way of Clarcona-Ocoee Road with Ingram Road (north leg) and Lake Meadows Road (south leg), all as generally depicted and described' ,Appendix ry"A"attached-hereto and inaprporated herein by reference. Section 3. Intersection Project; Intersection Project Costs; Good Faith Estimate; Parties' Shares of Costs. (a) Initersection Project County and City agree to modify the Intersection in accordance with the results ofthe County's warrant study and design,permit,bid,construct,and install and a new mast arm traffic signal system at the Intersection("Intersection Project"), all as generally depicted and described in Appendix"B", attached hereto and incorporated herein by reference. (b) Intersection Project Costs. All actual design, permitting, construction, and related costs for the Intersection Project shall be deemed"Intersection Project Costs." (c) Good Faith Estimates. The parties' good faith estimate of the Intersection Project Costs is Five Hundred Thousand Dollars ($500,000.00). The itemization of those estimated costs is set forth in Appendix"C" attached hereto and incorporated herein by reference. 4 (d) Parties' Shares of Costs. County and City shall each be responsible for fifty percent (50%)of the Intersection Project Costs. Section 4. County's Responsibilities for the Intersection Project. (a) Project Management. County shall be responsible for managing, designing, obtaining necessary permits,bidding, and constructing the Intersection Project. (b) Invoices. Before City makes any payment for the Intersection Project pursuant to Section 5, County shall provide City with a copy of the invoice for such payment, for City's review and approval. (c) City Approvals. County must seek and obtain City approvals,as follows. (1) Design. County has completed the warrant study and the Intersection Project design, including procuring all applicable permits and coordinating with all applicable.utilities and other third parties. Although the parties are sharing equally the total costs of the Intersection Project, City shall not be responsible for costs associated with the warrant,study or theadesign, consistent with the terms of Section 5. (2) Canstruction Plans. County shall send its filial design construction plans to City for City's review,comment Fand„a roval no later than nine (90)days after the Effective Date.Cityshall tY approval tY Y have thirty (30) days from,delivery tom review,comment, and indicate its approval or denial of the final Failure byCityto provide�its a roval or denial of the finalplans within such thirty(30)dayperiod plans. papproval shall be deemed approval of the plans.Upon\Cify's approval of the final plans,which approval shall not be unreasonably conditioned, withheld, or delayed, County may proceed to obtain a purchase order for construction of the Intersection Project. (d) Timelines for Intersection Project. County shall make a good faith effort to ensure that the Intersection Project is completed no later than two (2)years after the Effective Date. (e) Delays,overruns,etc. County shall timely communicate to City any material delays,cost overruns, and substantive issues that may arise throughout the Intersection Project. Notwithstanding any 5 cost overruns, City and County's respective shares of the total Intersection Project Costs shall not exceed fifty percent(50%)of the Intersection Project total costs. (f) City's Right to Inspect. City shall have the reasonable right, at its discretion, to inspect the Intersection Project throughout the construction phase. (h) Completion of Intersection Project County shall make reasonable efforts to ensure that the Intersection Project is completed pursuant to the approved final design plans,as may be modified.Upon completion of the Intersection Project, County's Public Works Director shall promptly so notify City's Public Works Director. The completion date of the intersection Project shall be the date when City's Public Works Director accepts such completion,which acceptance shall not be unreasonably conditioned,delayed, or withheld. Section 5. City's Responsibilities for Intersection Project. (a) Payment Schedule. City shall Make payments directly to County for Construction Costs. Upon County issuing a Notice to Proceed to the construction contractor and issuing to City an invoice,City •"\ \ shall, no later than sixty (60) days after such notice, pay to County two hundred fifty thousand dollars - - ($250,000) for deposit by County into the Traffic Engineering CIP 1004-072-2720-6320 accounting line. Thereafter, as and-if the total actual costs of construction exceed $500,000, City shall promptly pay to County fifty percent (50%)`'Of,any such additional costs within thirty (30) days after County submits an invoice to City.,, _ (b) Permits, At no cost to County, City shall, upon request by County, grant to County all City pei in its and authorizations appropriate or necessary for the County to construct the Intersection Project, including but not limited to right-of-entry and right-of-way use permits. City hereby waives all fees associated with such permits and authorizations. (c) City Review of Estimates,Costs,Payments,and Plans. To the extent City disapproves or objects to any estimates, costs, payments, or plans, as and where authorized to do so under this Agreement, the parties shall attempt to reach agreement on such issue within thirty (30) days of City's 6 disapproval or objection, or within such other time as may be agreed upon by City's and the County's representatives. Section 6. Assignment of Responsibility for Traffic Control for Intersection; Liability for Torts. (a) Responsibility for Traffic Control. City hereby acknowledges and accepts the responsibility for traffic control for the Intersection and associated costs for signal operation and maintenance as of the Effective Date. (b) Liability for Torts. Liability for torts arising from events occurring on or after the Effective Date shall be in City; however, nothing in this Agreement waives or:is intended to waive the sovereign immunity of City(or County for events occurring before the Effective Date)°>or of the provisions of Section 768.28,Florida Statutes. Section 7. Traffic Control at Intersection. _ As of the Effective Date-and upon completion of the Intersection Project,City shall be responsible for regulating,warning,guiding,and controlling ttaffic,_of both vehicles and pedestrians in the Intersection, as authorized under Section 316.006(2) Florida Statutes, regardless of any future alteration, realignment, construction-, extension, or widening of the Intersection. Section 8. General Provisions. (a) Validity. County and City each represents, warrants, and covenants to and with the other its respective authority and power under Florida law to enter into this Agreement,acknowledges the validity and enforceability of this Agreement, and waives any future right or defense based on any claim of illegality, invalidity or unenforceability of any nature. (b) Governing Law; Venue;Attorney's Fees and Costs. (1) Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. 7 (2) Venue.Venue for any action arising out of or related to this Agreement shall be in the Circuit Court of the Ninth Judicial Circuit in and for Orange County,Florida. (3) Attorney's Fees and Costs. In the event a party deems it necessary to take legal action to enforce any provision of this Agreement, each party shall bear its own attorney fees and costs. (c) Remedies. Upon any failure of either party to perform its obligations under this Agreement, the aggrieved party shall have the right to pursue any remedy available in law, equity, or otherwise, but before a court action is maintained, such party must,comply with Chapter 164, Florida Statutes, incorporated herein by reference. (d) Entire Agreement. This Agreeent,mincluding its appendixes, constitutes the entire agreement of the parties with respect to the subject matters.ofthis Agreement.Any previous oral or written communications or understandings of the parties with respect to the matters hereof are null and void and pre-empted by this Agreement. �. (e) Amendments."' Any amendments to this Agreement shall only be{deemed enforceable only if in writing,approved by the Board of County Commissioners and the City Commission, and signed by the parties hereto. Waivers. • No waiver of any provision of this Agreement shall be effective unless in writing and signed by the party against whom it is asserted. A..waiver`shall be applicable only to the specified instance to which it relates and shall not be'deemed a continuing or future waiver unless expressly deemed otherwise in writing. (g) Notices.Alf notices required to be given hereunder shall be in writing and shall be deemed given and received in the following circumstances: (1) when personally delivered by hand; (2) three business days after being deposited in the United States Mail,postage prepaid, certified or registered; (3) the next business day after being deposited with a recognized overnight mail courier delivery service; (4) when sent by electronic mail; or (5) when transmitted by facsimile or telecopy transmission, with receipt acknowledged upon transmission. All notices hereunder shall be addressed as follows (or to such other 8 official or at such other address, of which either party hereto shall subsequently give written notice as provided herein): If to the County: Director Orange County Public Works Depai talent 4200 S. John Young Parkway Orlando,Florida 32839-9205 Phone: (407) 836-7900 Telecopy: (407) 836-7716 With a copy to: County Administrator,;` Post Office Box 1393 Orlando,Florida 32802-1393 . Phone: (407) 836-7370 Telecopy: (407) 836-7399 If to the City: Robert D.Frank City Manager, City of Ocoee 150 North Lakeshore Drive Ocoee,Florida 34761 Phone: (407)905-3111 , Telecopy. (407)905-3118' With a copy to �� Scott Cookson City Attorney 1000 Legion Place#1700 Orlando,Florida 32801 Phone:-(407) 581-9800 Telecopy:':'(407) 581-9801 In all cases,notices shalibe deemed delivered to a party only upon delivery of copies to the persons indicated above in the same manner-as for the party being notified. Either party may change its address or official for notice purposes by giving the other party notice as provided herein. (h) Ambiguities Both parties have been allowed equal input regarding the terms and wording of this Agreement, and have had the benefit of consultation with their respective legal counsel prior to its execution,such that all language and wording herein shall be construed equally for and against the parties. (i) Headings. The headings or captions of sections or subsections used in this Agreement are merely for the convenience of the parties for reference only and are not intended to define or limit their 9 contents,and are not intended to affect the construction of or to be taken into consideration in interpreting this Agreement. (j) Indemnification. Each party agrees to defend, indemnify, and hold harmless the other party, its officials, and employees from all claims, actions, losses, suits,judgments, fines, liabilities, costs, and expenses (including attomey's fees) attributable to its negligent acts or omissions, or those of its officials and employees acting within the scope of their employment, or arising out of or resulting from the indemnifying ;party's'negligent performance under this agreement. Nothing contained herein shall constitute a waiver of sovereign immunity or of the provisions of Section 768.28,Florida Statutes. The foregoing shall not constitute an agreement by either party to assume any liability for the acts, omissions, and or negligence of the other party. IN WITNESS WHEREOF,County and City have executed this Agreement as of the dates written below. ORANGE COUNTY,FLORIDA By:Board of County Commissioners By: Jerry L.Demings,Mayor Date: ,2021 A I'i EST: Phil Diamond, CPA, County Comptroller, as Clerk of the Board of County Commissioners By: Deputy Clerk Print Name: 10 CITY OF OCOEE,FLORIDA By: City Commission By: _Rt.M....TShnson Mayor Date: ,2021 A FIEST: -,„---- ''- By: MelaTielS.111Tirl City Clerk Print Name: -..„ ,...,., , FOR THE USE AND RELIANCE ' , ''\,... APPROVED BY_THE OCOEE ONLY OF THE CITY OF OCOEE,FLORIDA \-.,, ,,,cITTY COMIVIISSION AT A MEETING , , APPROVED AS TO FORM AND LEGALITY \-, -,,,,z. HELD ON ‘,. s, ,2018 this day of ',.-- ' 2018 -_-, , --,.. - UNDER AGENDA ITEM NO. - By: _ _ , .:• - ,S.Mtrtt, C1.75717411 City Attorney • „.,.., . -- .._ , ,.., .• ,__.::„.' „.,,,.,,. . .„ ..,„::,,_•:, ,-_,,- ,.. „..,,-- _ `---,--,---- : -, : 11 Appendix "A" General Depiction of Intersection ' 7'4411F „. . ''' "4 . . ... .,. .• .: ,-. * • ' ".:tilt ... 1111~11.1. - . . . A ji, :v - - - niiit-A-Atii- - -i-iru. AL ' __ • 11 s--_ ,,.. , - , ...^.1. /Se- ,• •i f -1* . . .... ,t- • / . 4,0 ) , „ • -/ 2. -1 •-.1r1.--r , et:-. - A' •":- 1 %Tr. , '1 1 11 -N--,--41.•-r; '--• niiii 11,‘ ..7' • i: - ., i ."I'•__"..`ia-ti`i 4 1.f 11011 :.4611 , f WaNak. A,v; III , # -......„ Appendix "B" General Description of Intersection Project Orange County has requested signal design Scope of Services from Metric Engineering, Inc. (Metric)for the design to convert the currently stop-controlled intersection of Clarcona-Ocoee Road at Ingram Road/Lake Meadows Road to a mast arm signalized intersection.The intersection is currently a four- legged intersection that is stop-controlled on the side street approaches. A. DESIGN SERVICES TO BE PROVIDED The work to be performed under this Task Work Order includes the following task activities. 1. Initial Review and Data Collection a. Initial field review by EOR. b. Collection of field measurements and qualitative assessment. c. Topographic survey from right-of-way to right-of-way extending approximately 200 feet for minor approaches and 350 feet for major approaches from the center of the intersection(to be performed by Barnes,Ferland and Associates). d. Collection of any existing as-built data and right-of-way records. 2. 30%Design Plans a. Creation of a concept-level 30%plans set. b. Presentation of 30%plans set at kick-off meeting. 3. 60%Design Plans a. Creation of 60%design plans,which are expected to include: i. Key Sheet ii. Tabulation of Quantities Sheet iii. General Notes Sheet iv. Plans Sheets(Roadway, Signalization and Signing and Pavement Marking) v. Fiber Interconnect Sheet(s)(includes any necessary ITS/ATMS analysis) vi. Mast Arm Tabulation Sheet vii. Guide Sign Worksheet(s) b. Internal QA/QC c. Submittal of 60%plans to Orange County for review. 4. 100%Design Plans a. Respond to comments from Orange County on 60%plans submittal. a. Creation of 100%design plans,which will include updates to the 60%plans sheets, as well as the addition of the following sheets: i. Mast Arm Assemblies Data Table Sheet ii. Splicing Diagram iii. Report of Core Borings iv. Summary of Verified Utilities b. To support the additional sheets,the following will occur: V. Perform four geotechnical borings, one each near each mast arm location (to be performed by Nadic Engineering). vi. Perform Subsurface Utility Engineering(SUE)to clear each mast hole location(to be performed by Barnes,Ferland and Associates). vii. Perform a structural analysis of proposed new mast aims c. Internal QA/QC d. Submittal of 100%plans to Orange County for review. 5. Final Signed and Sealed Plans a. Respond to comments from Orange County on 100%plans submittal. b. Update design plans for final submittal: c. Internal QA/QC d. Sign and seal and submit plans to Orange County. 6. Post Design a. Respond to any questions from Orange County. b. Respond to any RFIs from the contractor. C. Review of shop drawing submittals from the contractor. d. Plans revision if necessary. 7. Management and Coordination a. Metric will provide continuous management and oversight of the design process. b. Periodic progress updates will be provided. B. CONSTRUCTION SERVICES TO BE PROVIDED Orange County will use the term contract for New Florida Industrial Electric, Inc. (Contractor).to build the traffic signal. Once the Contractor receive the notice to proceed for the signal at the intersection of Clarcona- Ocoee Road at Ingram Road/Lake Meadows Road,the construction duration is anticipated to be completed within seven months. Board of County Commissioners PURCHASE ORDER PONumber: C18902025 Orange County,Florida ABOVE PURCHASE ORDER NUMBER MUST Telephone(407) 836-5635 APPEAR ON ALL INVOICES,BILLS OF LADING, PACKAGES AND CORRESPONDENCE. Invoice To: Fiscal&Operational Support Division Prcu.Id: 2032133 4200 S John Young Parkway Date: 02/27/2020 Page: 1 of 1 Phone 407-836-7900 Ship To: Traffic Engineering Division(Administrative Section) Orlando,FL 32839 Public Works Department Conf: NO 4200 S. John Young Prkwy, Vendor Number: 09483 3rd F1,Phone(407) 836-7861 Contact: MARILEY PEREZ Orlando,FL 32839-9205.. Vendor: Belkys Jorge 407-836-8007 METRIC ENGINEERING.INC SUIrE 200 Delivery Date:. 09/30/2020 13940 SW 136TH ST Reference: Y-18-902 MIAMI,FL 33186-5541 Buyer: Fabio Henao FOB: Destination,Freight Prepaid 305-235-5098 TOTAL: $52,212.86 Special Standard Instructions: Award Date: Award Amount: $52,212.86 LINE QUANTITY UNIT DESCRIPTION UNIT COST TOTAL NO. ACCOUNTING LINE RQSOC NO _ ACCOUNTING LINE AMOUNT COST 1 52212.86000 EA 1.000000 52,212.86 Professional Engineering Services to design the upgrades necessary to install mast arm signals at Clarcona-Ocoee Road and Ingram Road/Lake Meadows Road as per proposal dated 2/19/20 Start Date:3/4/20 End:9/30/20 Nekia Frazier,Traffic Engineering 407-836-7731 Task Authorization: #025 In accordance with Metric's Proposal dated February 19,2020, Lump Sum: $52,212.86 Q00000123222 1004 072 2720 3397 52,212.860000 TOTAL: $52,212.86 1 1 1,0pao, THIS ORDER IS SUBJECT TO THE TERMS AND CONDITIONS ATTACHED HERETO DEPARTMENT COPY A rHO'llZED S uNAT Rev.06/2015 ._ .. _. . __ ..___ . •- - --- '.. . - ____ _ - ., i',1 M ki ::2 S iS'is!-S N 04!Is P IS e.P P P :•+P P P P r..,,• P P '''''-''RA''''''''' 72-lag Egn .i". r C C 0 ea ta cleno,0000000 gig' SociN'''e3 6111g1 ; Ilki., %%,5-5ffFaiggillip.aliw, Ug.g3 '7g m'R'IMMag VIIIIWRga' & a It ;-, Lr- KII: gilmi' KIZ-. .R ! . ° . .96 il .. .64E1 liFiF . 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' V20000.cap000000000000J'00000000008o0001.44, K,3.9Pm , : rt. - II # .... to... x . . vg gtsglolltInsyssnnsttasttg88ntgt §soto .ln . p, . . , . i . 2 . . , , g = tv_.1:13,gs 0 .--nt.-c.-/•_.'-§x gt.,..g 8 tl i 88.1.1888888388886888:1186886888881:.888811,-ii i :: - 6*1•04F,,,,, t,1 .8 '....F. . zzzzzzzzzzzzzzzzzzLnzzzzzzzzgzpgg. gz ;- ,,. .. . 't ,t - t.,. ° :?.,k1 -8 .0 09000 tg aaaa, a4ziaraz,z, az, 21 . a . 25ooaooaczgogoo . ,, q aa . . \\ . . Signalization Plan Set for Clarcona-Ocoee Rd at Ingram Rd/Meadows Rd Signal Design Estimator/Date:Deborah Graeber,2/2612020 Consultant Apireon Consulting Group,Inc. Project:Orange County Continuing Professional Traffic Engineering Contract#Y18-902-CH Senior Engineer Count Technician TOTAL Activity BillingMaAnhedovitizi by SalaArycticvoitt for IVItuthoure Billing Rate Manhoura Rate Signalization Analysis 107 $149.50 56 $59.80 163 $19,345.30 sIgnailzatlan Plans 24 $149.50 37 $59.80 61 $5,800.60 — 131.0 7$19,584.50'- 93.0 $5,561.40 - 224.0 .$25,145.90 Orange County Continuing Services Contract . county Contract Y18-902-CH Nadic Engineering Services,Inc.(NADIC) Task Work Orde Ingram Road&Clarcona-Ocoee Road Prepared By:Godwn Nnadl , . Task Work Orde 6 Estimator • Date Estimated: December 5,2019 Nadic Engineering Services,Inc.(NADIC) Nadic Project No.: PQ.GEO-RD19043 CompanyAddress:601 N.Hart Blvd. City,State Zip:Orlando,FL 32818 . • Senior Engineer! Project Engineer! , Senior CADD!GIS Sr.Engineering Engineering -Principal Geologist Geologist Engineer/Geologist .Engineering Intern - Support _ Tech. . Technician II Clerical - Total Rate/Hr. , $177.04 Ratellir. $155.722ate/Hr.::$141.16.1ate/Hr.: $86.53 Rate/Hr.:‘, $69.91 Rate/Hr.: . -$75.59 Rate/Hr.: $68.50 Rate/Hr. $54.30\Rate/Hr. $49.99 - "Basic Activity , Cost by , Cost by Cost by .Cost by Manhou Man , Cost by Man ' Pos.& Man Pos.& Man Cost by . Man Cast by Man Cost by Man Pos.& Man Pos.& Man : Cost by rs By Salary Cost • Hour& Pos.&Act Hours Act Hours •_ Act Hours Pos.&Act Hours Pos.&Act Hours Pos.&Act Hours Act l-fours' Act Hours Pos.&Act Activity By Activity A. Activity A - 4.00 $708.16 $0.00 $0.00 20.00 • $1,730.60 $0.00 8.00 , $604.72 .8.00 $548.00 _ ' $0.00 2.00 ' $99.98 42.00 $3,691.46 B. Activity B 4.00, $708.18 $0.00 . - $0.00 18.00 $1,557.54 14.00 $978.74 4.00 $302.36 2.00 $137.00 $0.00 $0.00 42.00 $3,683.80 • C. Activity C $0.00 $0.00 - $0.00 $0.00 '., $0.00 $0.00 • $0.00 , • $0.00 - . $0.00 . - $0.00. D. Activity D . $0.00 - $0.00 $0.00,. , .$0.00 - $0.00 $0.00 $0.00 $0.00 '$0.00 - $0.00 E. ActivitY E $0.00 $0.00 $0.00 $0.00 ' $0.00 ' $0.00 $0.00 . $0.00 , $0.00 - $0.00 F. Activity F , $0.00 $0.00, $0.00 . $0.00 $0.00 $0.00 $0.00, $0.00 $0.00 - $0.00 G. Activity G $0.00 $0.00 $0.00 $0.00, $0.00 $0.00 $0.00 $0.00: $0.00 -. $0.00 H. Activity H $0.00, $0.00 $0.00 $0.00 $0.00.. . $0.00 $0.00 - $0.00 $0.00 - $0.00 I. Activityl -' $0.00. $0.00 ' $0.00 $0.00 $0.00 $0.00 $0.00 ' $0.00. ' . $0.00 - $0.00 J. Activity J ' $0.00 .I $0.00 . $0.00 . $0.00 $0.00 _ _ $0.00 $0.00 . $0.00 $0.00 - $0.00 Total 8.00 $1,416.32 - $0.00 - - -- $0.00 38.00 $3,288.14 14.00 $978.74 12.00 $907.08 10.00 $685.00 - $0.00 2.00 $99.98 84.00, $7,375.26 Total Loaded Activity Salary Costs Basic Activities $7,375.26 Total NADIC $7,375.26 Direct Reimbursables(out of pocket) Grand Total Amount I $7,375.261 •. . • . . . Project: Olarcona Ocoee-Ingram Road Date: December 4,2019 Firm: Barnes Ferland and Assodates Gene!J.Sturgeon,P.S.M. Orange County Project Metric Engineering,Inc.-Continuing Professional Traffic Engineering Services Y10.902-CH .. . . _ . . Survey Party(2 Senior Surveyor and ' ' .Technician Utility Cgoordinator Utility Coordinator Survey SUE Crew(2 person) SUE Crew 13 Person) • ' Person) Mapper . Desination GPR Total Salary Total Remarks $128.87 (Rote) $145.65 (Rote) $81.75- (Rate) , $78.58 (Rate) '$78.58 (Rate)' $ 144.60 (Rate) $176.98' (Rote) C°8" Haulm Task .- . Hrs Cost Ha Cost ' . Hrs Cost Firs Cost - Hrs ; Cost Firs Cost Firs Cost . - - Designation a. ResearchtCoordlnate • 0.0 • $0.00 2.0 ', $291.10 20 $183.50 20 $157.16 0.0 $0.00 0,0 $0.00 0.0 $0.00 $611.76 6 Designate Utilities b.-Designation - - ID sem. 2.0 $291.10 r 2.0 $183.50 . 24.0 _$1.085.82 0,0 $0.00 0,0 $0.00 0.0 . $0.00 $2,340.52 2B c. Control Horizontal Vertical -- 8.0 $1,030.96 2.0 $291.10 20 $163.50 0.0 $0.00 - 0.0 $0,00 0.0 $0.00 0,0 $0.00 $1,485.56 12 d. Topographic Survey 24.0 $3,09289 4.0 558220 18.0 $1,308.00 0.0 50.00 . 0.0 $0.00 0.0 $0.00 ...0.0 $0.00 $4.963.08 44 SubTotal 32 $4.123.84 10 , 51,455.50._- 22 $1,798.50 26.0 $2,043.08 0 , $0.00 S . 50.00 ' 0 $0.00 , $9,420.92 90.0 Location Option - • a. Utility Locates-soft surface , 0.0 50.00 : 0 Moo • 0.0 , 50.00 ,, 0 5828.64 0 . $0.00 0 $0.00 0 $0.00 $628.64 6 b. Clearance Holes - 0 80.00 2 5291.10 0 . 50.00 0 . $0.00 0 $0.00 .0 $0.00 17 53,009.66 53.299.76 19 Sub Total 0.. $0.00 2 $291.10 0 $0.00 8 5628.64 D , $0.00 0 $0.00 •. Four clearance holes 17 . $3,008.58 53,928.40 27 • TOTAL . 32.0 $4.123.54_ 12 . $1,746.80 _• 22 151,798.60 34,0 i$2,671.72 0 I• $0.00 _ 0 I $0.00 17 I$9,008.66.$13,349.32 117. . • . . . . • , • . . . .• - . • • . Popeldi m ETRIC et' 1111g ENEINEERINE March 2, 2020 Project: Orange County Continuing Services Contract City Contract: Y1 8-902-CH RE: Scope of Services for Clarcona-Ocoee Road at Ingram Road/Lake Meadows Road Signal Design Prepared by: Joshua Reichert, RE. Summary Orange County has requested this Scope of Services from Metric Engineering, Inc. (Metric) for the design to,convert the currently stop-controlled intersection of Clarcona-Ocoee Road at Ingram Road/Lake Meadows Road to a mast arm signalized intersection. A. SCOPE OF SERVICES This Task Work Order describes the proposed scope of work by Metric to Orange County to design the upgrades necessary to install mast arm signals at Clarcona-Ocoee Road and Ingram Road/Lake Meadows Road. The intersection is currently a four-legged intersection that is stop-controlled on the side street approaches. The scope of work will include a basic structural analysis using the FDOT Mathcad program and its default values to ensure that the proposed mast arm configuration meets standard criteria. If any unstandardized condition arises, metric will coordinate with the county on further action. To support the mast arm analysis,four geotechnical borings corresponding to the expected general mast arm locations will be performed, each to a depth of 30 feet. A geotechnical report will be provided that outlines all soil parameters for use in the structural analyses. The scope of work also includes a fiber interconnect component; ITS fiber is expected to be 72-count single mode and a splicing diagram will be provided. Fiber should run to the adjacent signal at Clarcona-Ocoee Road and Clarke Road to connect to the Orange County network. Additional survey between the signals to support the fiber connection is not expected and the interconnect plans will be overlaid on aerials. Metric will design the signal cabinet to have the ability to be connected via,fiber to the County's existing fiber-based signals network. One or more fiber interconnect sheets will be part of the plans and will detail the fiber drop. Office:(407)644-1898 Fax:(407)644-2376 525 Technology Park,Suite 153;Lake Mary,FL 32746 www.metriceag.com m ETRI .Apg, ENGINEERING Signal clearance intervals will be calculated and shown in a proposed timing table on the Signalization Plans. Proposed signal SOP and phase diagrams will also be included with the Signalization Plans.Timing plans are not included in this effort. This design is intended to be for use by Orange County's continuing services contract Y-19- 1077-CH to construct the mast arm signals and will be reflected as such in the tabulation of quantities pay items. B. SERVICES TO BE PROVIDED The work to be performed under this Task Work Order includes the following task activities. 1. Initial Review and Data Collection a. Initial field review by EOR. b. Collection of field measurements and qualitative assessment. c. Topographic survey from right-of-way to right-of-way extending approximately 200 feet for minor approaches and 350 feet for major approaches from the center of the intersection(to be performed by Barnes,Ferland and Associates). d. Collection of any existing as-built data and right-of-way records. 2. 30% Design Plans a. Creation of a concept-level 30% plans set. b. Presentation of 30% plans set at kick-off meeting. 3. 60% Design Plans a. Creation of 60°/0 design plans, which are expected to include: I. Key Sheet ii. Tabulation of Quantities Sheet iii. General Notes Sheet iv. Plans Sheets (Roadway, Signalization and Signing and Pavement Marking) v. Fiber Interconnect Sheet(s) (includes any necessary ITS! ATMS analysis) vi. Mast Arm Tabulation Sheet vii. Guide Sign Worksheet(s) b. Internal QA/QC c. Submittal of 60% plans to Orange County for review. 4. 100% Design Plans a. Respond to comments from Orange County on 60% plans submittal. Office:(407)644-1898 Fax(407)644-2376 525 Technology Park,Suite 153,Lake Mary,FL 32746 www.metriceng.com mETRIc ENGINEERING b. Creation of 100%, design plans, which,will include updates to the 60% plans sheets, as well as the addition of the following sheets: i. Mast Arm Assemblies Data Table Sheet ii. Splicing Diagram iii. Report of Core Borings iv. Summary of Verified Utilities c. To support the additional sheets,the following will occur: Perform four geotechnical borings, one each near each mast arm • location (to-be performed by Nadic Engineering). ii. Perform Subsurface Utility Engineering (SUE)to clear each mast hole location (to be performed by Barnes, Ferland and Associates). iii. Perform a structural analysis of proposed new mast arms d. Internal QA/QC e. Submittal of 100% plans to Orange County for review. 5. Final Signed and Sealed Plans a. Respond to comments from Orange County on 100%plans submittal. b. Update design plans for final submittal: c. Internal QA/QC d. Sign and seal and submit plans to Orange County. 6. Post Design a. Respond to any questions from Orange County. b. Respond to any RFIs from the contractor. c. Review of shop drawing submittals from the contractor. d. Plans revision if necessary. 7. Management and Coordination a. Metric will provide continuous management and oversight of the design process. b. Periodic progress updates will be provided. Orange County will provide Metric with any background information that they may have on hand in order to aid in the design process. C. DURATION OF SERVICES • Services will begin upon notice to proceed (NTP).The duration of services is expected to be 8 months, with the total design time expected to be six:months, including Orange County • review periods (please see attached schedule). The additional two-month Purchase Order • Office:(407)644-1898 Fax:(407)644-2376 525 Technology Park Suite 153,Lake Mary,FL 32746 www.metriceng.com • Vt. METRIC 111? ENGINEERING duration is intended to account for any unforeseen circumstances that may arise during the design process. D. FEE SCHEDULE Total Lump Sum Amount $55,377.07 (See next page) Office:(407)644-1898 Fax:(407)644-2376 525 Technology Park,Suite 153,Lake Mary,FL 32746 www.metriceng.com Estimator: Debbie Graeber Clarcona-Ocoee Rd at Ingram RD/Meadows Rd Task Task Units No.of, Hours/` Total Na , Units Units ;.Hours Comments, 21.1 Traffic Data Collection LS 1 0 0 21.2:Traffic Data Analysis PI 1 7 7 21.3'Signal Warrant;Study LS 1 0 0 21.4 System Timings LS 1 0 0 21.5 Reference and Master Signalization Design File PI 1 70 70 Signal design with pedestrian features 40,ADA curb ramps and sidewalks 15 and SPM 15 21 6 Reference and Master Interconnect LS 1 25 25 Connect 72 SM Fiber to adjacent signal with splicing diagrams Communication Design File 21.7 Overhead Street Name Sign Design ' EA 2 2 4 21.8 Pole Elevation Analysis LS 1 2 2 21.9 Traffic Signal Operation Report LS 1 0 0 21.10 Quantities LS 1 6. 6 60-100 submittals 21.11 Cost Estimate LS 2 4 8 60-100 submittals at 4 hours each 21.12 Technical Special Provisions LS 1 0 0 21.13 Other Signalization Analysis LS 1 0 0 Signalization Analysis Technical Subtotall 122 21.14 Field Reviews LS 1 16 16 4 Field Reviews(one Kick off 2 hr,one field review 4 hr,one soft dig 8 hrand one final review 2 hr) 21.15 Technical Meetings LS 1 4 4 Meetings with City and Utilities 21.16 Quality Assurance/Quality Control LS % 5% 6 21.17 Independent Peer Review LS % 0% 0 21.18 Supervision :LS % 3% 4 .... _.r igna lix. ation Analysis Nontechnical Subtotal 30 21.19 Coordination LS % 5% 8 Coordination with utilities,geotech and structures for plans 1 21.Signallzation Analysis Total, 160 Estimator: Debbie Graeber Clarcona-Ocoee Rd at Ingram RD/Meadows Rd No of Hours/'No.of ofai. Task Task Scale rUnits Hour Comments No Units Unit `Sheets 22.1 Key Sheet Sheet 1 4 1 4 22 2 Summary of Pay Items Including CES Sheet 1 4 1 4 Input . 22.3 Tabulation of Quantities Sheet 1 4 1 4 22.4 General Notes/Pay Item Notes, Sheet: 1 6 1 6 22.5 Plan Sheet Sheet 4 4 4 16 2 signal, 1 intersection detail, 1 Spm 22.6 Interconnect Plans Sheet 2 4 2 8 22.7 Traffic Monitoring Site EA 0 0 0 22.8 Guide Sign Worksheet EA 1 2 1 2 22.9' Special Details ' Sheet 3 2 3 6 wiring, cctv,splicing diagram sheets 22.10 Special Service Point Details EA 0 0 0 22.11. Mast Arm/Monotube Tabulation Sheet PI 1 3 1 3 22.12 Strain Pole Schedule. PI 0 0 0 22.13 TCP Signal(Temporary) EA 0 0 0 22.14 Temporary Detection Sheet Pt 0 0 0 a 22.15 Utility Conflict Sheet Sheet 1 6 1 6 22.16 Interim Standards LS 1 0 Signalization Plans Technical Subtotal 16 59 22.17 Quality Assurance/Quality Control I LS % 5% 3 " 22.18 Supervision LS % 3% 2 22.Signalization Plans Total 16 64 NADIC ENGINEERING December 5, 2019 Metric Engineering 11760 Marco Beach Drive, Suite 1 Jacksonville,FL 32224 Attention: Mr. Josh Reichert,PE. Traffic Operations Manager RE: Fee Proposal for Geotechnical Investigations Ingram Road at Clarcona Ocoee Road Signal Design Orange County, Florida Nadic Project No.: PQ. Geo.Rd19043 Dear Mr.Reichert: Nadic Engineering Services, Inc. (Nadic)pleased to submit this Fee Proposal for geotechnical engineering services based on your email dated December 3, 2019 requesting for proposal for Ingram Road at Clarcona Ocoee Road intersection Signal improvements. Geotechnical Project Approach: The geotechnical evaluation will begin with a review of all available project information, and the proposed geotechnical exploration program.Additional resources include the Orange County Soil Survey,published Geological Surveys and bulletins and any other pertinent information that could be provided by the Orange County Public Works Department,including construction records.We will also conduct a field reconnaissance to assess conditions with respect to the anticipated geotechnical exploration and project construction. The field-testing program will include Standard Penetration Test borings. NADIC will stake the borings and obtain utility clearance prior to field exploration.Laboratory testing will be completed on selected soil samples in accordance with ASTM Standards and the project scope of services and will include organic and moisture content testing, sieve analysis, and Atterberg limit testing. Our services for this project will consist of providing geotechnical engineering in general accordance with the Florida Department of Transportation (FDOT) and Orange County Public Works Department requirements. NADIC's services will include field exploration, analysis evaluation, and development of engineering recommendations. Our scope of services, cost and schedule are presented below: 1. Perform four(4) Standard Penetration Test borings to a depth of 30 feet each below existing grade. 2. Collect groundwater level measurements.and estimate normal wet seasonal high groundwater tables. Existing groundwater will be obtained during drilling and the estimated seasonal high groundwater will be based on the encountered soil stratigraphy, Orlando Office Miami Office 601 N.Hart Boulevard NADIC 15291 NW 60th Avenue,Suite 106 Orlando,Florida 32818 Email:nadic(dnadicinc.com Miami Lakes,Florida 33014 Phone:(407)521-4771 Fax: (407)521-4772 Phone: (305)548-8451 Metric Engineering December 5,2019 Ingram Road at Clarcona Ocoee Road Signal Design NES Project No. PO.Geo.Re19043 Page 2 of 2 groundwater levels,USDA/NRCS information,review of rainfall data,review of roadway plans if available,and past experience with similar soil conditions. 3. Visually examine all recovered soil samples and perform laboratory tests on selected representative soil samples.The laboratory testing will include sieve analysis,Atterberg limits, organic content, and natural moisture content determinations, as appropriate 4. Incorporate the results of the field testing in a formal geotechnical report. Fee Schedule In accordance with the proposed scope of services and unit prices, we estimate the cost of our geotechnical services to be $7,375.26. Additional work required beyond the scope of services included in this proposal, or as caused by factors beyond Nadic's control, will be invoiced on a time and expense basis, Additional work will not be performed without prior authorization. We anticipate completion of this assignment within three (3) weeks from the date of notice to proceed. We sincerely appreciate the opportunity of submitting this proposal, and look forward to a continued working relationship with you, Metric and Orange County Public Works Department. Please do not hesitate to contact the undersigned if you have any questions or if you need additional information. Sincerely, NADIC ENGINEERING SERVICES,INC. C Godwin N.Nnadi,Ph.D.,P. E. Principal Engineer New ZARoadwaylGeoProposalf2019/IngramSlamonWSignal Improvement Project Attachment: Orange County Design Fee Estimate FDOT Staff Hour Estimation Computation of Geotechnical Cost NADIC lErte.A.Environmental Consultants Barnes, Ferland and Associates, Inc. December 4,2019 Mr. Josh Reichert,PE Traffic Operations Manager Metric Engineering,Inc. 11760 Marco Beach Drive, Suite 1 Jacksonville,Florida 32224 Re: Clarcona Ocoee Road.—Ingram Road, Orange County Continuing Services Contract Y18-902-CH Dear Mr.Reichert, Pursuant to your request,Barnes,Ferland&Associates,Inc. (BFA)is pleased to submit our proposal for subsurface utility exploration(SUE)services and surveying mapping services. As we understand your request,BFA will Designate(mark)utilities along the above noted project being approximately 200 feet from right of way to right of way in the north south direction and 300 feet right of way to right of way in the east west direction.Also included in this survey we will provide Locate(excavate)services at a proposed 4 mast arm locations and perform Horizontal Survey Location of existing utilities as marked to be provided in a Cad format. Project Location: The project area is located at the intersection of Clarcona Ocoee Road and Ingram Road,lying in Orange County, Florida. Scope of Services Utility.Designation: Throughout the above described limits underground utilities within the corridor will be Designated and marked. Electronic sensing equipment and ground penetrating radar(GPR)will be used to detect and mark those underground utilities that will transmit a signal.Paint marks and/or wire flags will be placed on the ground surface that will indicate the approximate location of the underground utility.Each utility will be color coded according to the ASCE standard industry color. Sketches will be made depicting the results of the designation to assist with the field location and drawing the lines connecting the utilities.Utilities designated will include electric,water,force main,gas,numerous communication lines or other utilities that may be discovered. Small service lines and irrigation Iines will not be designated. 1230 Hlllcrest Street•Orlando, Florida 32803 Office (407) 896-8608• Fax(407) 896-1822 Sunshine 811 will be contacted for a location ticket prior to excavation as required by Florida Statute 556.106.This should result in utilities being designated(marked)by the appropriate utility company, BFA will perform additional designation to verify utility markings by others and identify any that are not marked. Please see attached Exhibit"A"Limitations regarding underground utilities. Utility designation will indicate the presence and approximate horizontal location of most underground utilities through the use and application of electronic sensing equipment and ground penetrating radar.BFA will notify Sunshine One Call(SSOC)for a Design Ticket to acquire utility provider information for the specified work areas.Those utilities that can be marked using the described techniques will be designated and marked with paint and/or flags. Utility Location: Excavations are included in this proposal including 4 clearance holes for pole or mast arm installation.All test holes will be staked and graded by Barnes, Ferland and Associates,Inc.Excavations will provide the horizontal and vertical location of the utility as well as the size,type,material and general condition of the utility.A detailed Test Hole Report will be made for the excavation that will show a semi-permanent mark set directly above the utility for survey location.The sketch will show the measurement from the mark to the top of the utility with reference ties to nearby features to aid in the recovery of the mark.All other information obtained will also be on the sketch. Topographic Survey: Prepare a Topographic Survey of the designated utilities along main corridor.Approximately 200 feet in the north south direction and 300 feet in the east west direction. Elevations will be taken at a maximum of 100' intervals where the existing utilities are marked.Utility Designation marks will be surveyed and shown as Quality Level B according to the type of utility. All survey work shall meet the requirements of Chapter 472, Florida Statutes, and Chapter 5J-17, Florida Administrative Code, and shall provide sufficiently detailed information to meet the design requirements of the project. Survey data shall include all areas as necessary to address project design considerations. "ARA. Deliverables: The field survey will result in an AutoCAD Civil 3D v2017/v2018 drawing.All located features will be shown and labelled with elevations as appropriate.The drawing will contain Surveyor's Notes describing our methods, sources of information, control points utilized and other information to support and clarify our work.Three signed and sealed drawings, utility designation sheets,utility reports and logs stating the utilities in the area,an Autocad Dwg File,PDF file of the survey,electronic copies of all field notes and maps that may apply and pictures of the sight conditions at the time of survey. Fee Estimate: See the attached spread sheet for a breakdown of the man hours and our fee to provide you with the requested services. Schedule: We are prepared to commence work within 10 working days of written notice to proceed for the project. As Designation Sketches are completed in the field we will provide these for your use in the design process. If you should have any questions or need more information,please give me a call. Sincerely, Genel J.Sturgeon,P.S.M. Survey Division Manager Encl: Manhour and Fee estimate spread sheet/SUE Services Exhibit"A"Limitations ReFadk Exhibit"A"Limitations Subsurface Utility Engineering(SUE)services are utilized to identify and document the underground utility installations as stipulated in the scope of services and by contractual agreement.As in all disciplines,there are limitations of equipment,technology and personnel. The following describes, but is not limited to,the limitations usually encountered. • Impervious subsurface material:Rock,below a depth of 3 feet.BFA will use pneumatic techniques to remove rock and pavement up to a depth of 3 feet.Below that depth we will rely solely on remote sensing and disclaim definitive results. • Ground-water:BFA will make every reasonable attempt to definitively identify depth,size and type of underground utilities where ground-water is present. There are situations where groundwater will make visual inspection impracticable. We will use manual sensing to make the most reasonable measurements under these conditions,but it is understood that without direct visual confirmation the measurements and characteristic are limited to 'closely approximate'. •Depth:Direct visual observation is limited to 7 feet under ideal conditions and diminishes as conditions deteriorate. Below 7 feet manual sensing is used to determine physical characteristics. Size by manual sensing is generally reliable,but the physical characteristics(type) of utility is dependent on too many,variables to be considered definitive. • There may be utilities that do not transmit electronic signals,that have not been made known to BFA,or that have no evidence at or above ground level. These utilities may not be detected or located. • Ownership of underground utilities is not evident by observation of the buried utility.Every reasonable attempt will be made to determine ownership. Subsurface Utility Engineering(SUE) services do not include sanitary sewer installations/structures (gravity),or storm water lines/structures(gravity). However,the location of these utilities may be negotiated as a specific additional service. • Consultant or Client Instructions: The Consultant or the Client may,from time to time,issue instructions or modify the scope of work. Any such instructions or modifications will be written and accepted by both parties prior to implementation. If the Consultant or Client has plans,surveys, or other documentation that might assist in determining what utilities are present,they will be provided. As part of the Quality Assurance process,completed plans showing data derived from BFA's services will be submitted for review and confirmation if requested. BFA's services are intended as an aid to the designers of this project and it may affect actual construction operations. The information provided by BFA is based,in part, upon data furnished by utility owners and their representatives,or by the Consultant or Client. IAEA VENDOR NAME New Florida Industrial Electric, Inc. QTY comm# STOCK#/DESCRIPTION UNIT PRICE TOTAL iii 1.00 1 ''COMPLEX MAINTENANCE OF TRAFFIC L$ . . $4,882.47 . $4,882.47 48.00 2 ii TRAFFIC.CONTROL OFFICER MIA $77.62 $3,725.76 14.00 3 PORTABLE CHANGEABLE MESSAGE SIGN,TEMPORARY ED $64.66 $905.24 22.00 4 is REMOVAL OF EXISTING CONCRETE PAVEMENT : SY $58.21 $1,280.62 23.00 9 CONCRETE CURB&GUTTER,TYPE F LFT $97.02 $2,231.46 52.00 11 CONCRETE SIDEWALK AND DRIVEWAYS,6"THICK SQYD $151.79 $7,893.08 10.00 12 DETECTABLE WARNINGS SOFT $38.81 $388.10 316.00 14 >ANTI-GRAFFITI COATING, NON-SACRIFICIAL SF $7.69 $2,430.04 49.00 15 iA PERFORMANCE TURF, SOD, BAHIA : SQYD $8.88 _. $435.12 375.00 19 CONDUIT,FURNISH&INSTALL,OPEN TRENCH LF $10.58 $3,967.50 452.00 20 CONDUIT,FURNISH&INSTALL, DIRECTIONAL BORE LF $25.39 $11,476.28 SIGNAL CABLE-NEW OR RECONSTRUCTED INTERSECTION, 1.00 23 FURNISH&INSTALL PI $6,532.23 $6,532.23 150.00 30 FIBER OPTIC CABLE,F&I,UNDERGROUND,2-12 FIBERS ... LFT $2.17 $325.50 20.00 37 FIBER OPTIC CONNECTION,INSTALL,SPLICE EA $45.09 $901.80 FIBER OPTIC CONNECTION HARDWARE,F&I,SPLICE 1.00 39 ENCLOSURE EA $769.68 $769:68 2.00 40 i,i FIBER OPTIC CONNECTION HARDWARE,F&I,SPLICE TRAY EA $95.14 $190.28 FIBER OPTIC CONNECTION HARDWARE,F&I,PRETERMINATED 12.00 41 CONNECTOR ASSEMBLY EA $84.47 $1,013.64 FIBER OPTIC CONNECTION HARDWARE,F&I,PATCH PANEL- 1.00 , 44 FIELD TERMINATED EA $1,584.65 $1,584.65 li MULTI-CONDUCTOR COMMUNICATION CABLE, FURNISH& 557.00 50 :::INSTALL LF , .$4.85 $2,701.45 24.00 56 `PULL&SPLICE BOX,F&I, 13"x 24"COVER SIZE EA $833.57. $20,005.68 1.00 57 >PULL&SPLICE BOX,F&I,24 x 36"_COVER SIZE _- EA $1,324.14 $1,324.14 ELECTRICAL POWER SERVICE,F&I,UNDERGROUND,METER 1,00 62 ` PURCHASED BY CONTRACTOR AS $1,470.36 $1,470.36 222.00, 63 ti ELECTRICAL SERVICE WIRE F&I LF $4.59 $1,018.98 1.00 64 ELECTRICAL SERVICES DISCONNECT,F&I, POLE MOUNT EA $1,152.15 $1,152.15 !''i PRE-STRESSED CONCRETE POLE,F&1, 12'TYPE P-II SERVICE 2.00 69 ,I POLE EA $1,180.66 _ $2,361.32 5.00 80 >ALUMINUM SIGNALS POLE,PEDESTAL EA. $1,061.47 $5,307.35 ALUMINUM SIGNALS POLE, FURNISH&INSTALL PEDESTRIAN 2.00 81 4 DETECTOR POST EA $847.23.. $1,694.46 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL,SINGLE 2.00 85 ARM 50' EA $24,818.76 $49,637.52 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL,SINGLE 1.00 86 ARM 60' EA $28,745.03 $28,745.03 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL,SINGLE 1.00 87 ARM 70' EA $32,221.94 $32,221.94 12.00 104 TRAFFIC SIGNAL,F&I,3 SECTION,1 WAY,ALUMINUM AS $921.31 $11,055.72 Fi 1.00 107 TRAFFIC.SIGNAL,F&I,4 SECTION,1 WAY,ALUMINUM AS $1,095.72 $1,095.72 PEDESTRIAN SIGNAL,FURNISH&INSTALL LED COUNTDOWN, 1 4.00 114 - WAY .- .- _-AS $635.91_ $2,543.64 PEDESTRIAN SIGNAL,FURNISHED&INSTALLED COUNDOWN,2 1.00 115 WAYS ,.AS. $1,112.74 _ _ $1,112.74. II VEHICLE DETECTION SYSTEM-MICROWAVE,FURNISH AND 2.00 128 , `INSTALL,ABOVE GROUND EQUIPMENT, 1 DIRECTION EA $11,760.13 $23,520.26 it VEHICLE DETECTION SYSTEM-VIDEO,F&I, COMPLETE SYSTEM,4 - 1.00 134 DIRECTION EA, $1,279.44 $1,279.44 ',i VEHICLE DETECTION SYSTEM-VIDEO,INSTALL ABOVE GROUND 2.00 , 137 EQUIPMENT, 1 DIRECTION EA $727.97 $1,455.94 rSIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I,OPTICAL, 1.00 144 _ - COMPLETE SYSTEM, UP TO 4 DIRECTIONS EA $7,187.88 $7,187.88 SIGNAL PRIORITY AND PREEMPTION SYSTEM,F&I,OPTICAL, 4.00 146 DETECTOR EA $3,950.48 $15,801.92 6.00 150 :' PEDESTRIAN DETECTOR, FURNISH&INSTALL,STANDARD EA , $258,74 $1,552.44 's TRAFFIC CONTROLLER ASSEMBLY,F&I, NEMA,2 PREEMPTION, 1.00 157 i SIZE 6 CABINET: AS $23,666.50 $23,666.50 '.r CCTV CAMERA,F&I,DOME ENCLOSURE-NON PRESSURIZED, IP, 1.00 172 'I HIGH DEFINITION EA $7,690.40 $7,690.40 1.00 176 < MANAGED FIELD ETHERNET SWITCH,FURNISH &INSTALL , EA $3,033.47 $3,033.47 UNINTERRUPTIBLE POWER SUPPLY,FURNISH AND INSTALL, 1.00 181 LINE INTERACTIVE WITH CABINET EA $5,830.92 $5,830.92 4.00 191 il INTERNALLY ILLUMINATED SIGN,FURNISH&INSTALL, 12-18 SF EA $4,690,94 $18,763.76 -Tiatai Y N- 33 _ 33.00.: . _ 132 . ` Reflective Pavement Markers(RPM)Class B _ LFT $3.30 $108.90 1.00 159 Thermo 6"solid white LFT $0.72 $0.72 292.00 161 Thermo 12"solid white LFT_. . $2.75 $803.00 422.00 163 Thermo 24"solid white _ ._. ,LFT $4.95 $2,088.90 1.00 166 £Thermo 6"dotted 1 guidedline white LFT , $0.72 ' $0.72 1.00 168 . Thermo arrows white EA $71.50 $71.50 1.00 170 Thermo 6"solid yellow . : LFT __._ $0.72 $0.72 ,_ ..861.00. 195 .., Thermo Remove , . LFT„ $1.10 , _..$947.10 il TTA �4�0 v .6, ;3 - • . . . . . . . . . ..- oE R 3LL{ L J L J _. • I IY� 114iii ', C oH _ _ ails ° crecT -_r�1 Ilr-:- P '— _ CLARCONA—OCOEE RD AT INGRAIN' RD/LAKE MEADOWS RD SIG`NALIZATION j S 3, s4D 4 '��s. GOVERNMENT CONTRACT. Y191077-CH 1 �-IT�t [�• ''k` F L o ft L D L. LOCATION MAP ) DD 0 S T G 16 T MO a 9 _ INDEX OF SHEETS (�()]{T����{/(�p���t�nII/�('� COUNTY (�(�� �y] n (�(j /� SHEET SNEE7 TITLE • • UtiABGOE VvOVUVTU 9 IL0(lVUD/A . T-I KEY SHEET _ • T-2 SIGNATURE SHEET _ T-3 TABULATION OF QUANTITIES w w w w - T-4 GENERAL N07E5 . PROJECT LOCATION N N o 1 2 T-5-T-6 ROADWAY PLAN Q ,v N Lc Lc ¢D: T-7 SIGNING&PAVEMENT MARKING PLAN ' Miles - 7-B-T-9 SIGNALIZATtON PLAN '�'•'\�� � ,� �_ '� � 7-}0 GUIDE SIGN WORKSHEET wtNouA\� • \\ \ T-11 CAMERA MOUNTING DETAIL Pi N 1L(./4 ';, °IY."'' "'., + R T-72 CABINET DETAIL&WIRING DIAGRAM a 4iyi,� i �•'} Fi3 T-13 SPLICING DIAGRAM y fiIiIUI - 0 G LD GOVERNING STANDARDS AND {,✓�,<,,.{p�; ! tf •"'',�;�,,,6��M!_ SPECIFICATIONS: T-14 MAST ARM TABULATION w ^ 1,.... } `� Q CLA'CON SIY *""l' 7-JS• STANDARD MAST-ARM ASSEMBLIES t i v FLORIDA DEPARTMENT OF TRANSPORTATIONT215 - - 3 �j AI Ir - T 27 SDATA TABLE 4I - DESSGN tAANUAL, DATED 2019 AND m T 12 S - - 'IX`. r;::1 ,c ; , . T 22 S STANDARD SPECIFICATIONS FOR ROAD AND .7-t6&T-17 REPORT OF Sp7&ORINGS. Q��Yiii BRIDGE CONSTRUCTION, DATED JULY 2019 y • .� _` _}�� .� j., AS AMDENDED'BY CONTRACT DOCUMENTS. -_ O _ f La11 I § =. _. ` J w �" - IS �•L pt i T�--,�y i ry 1�,�( _ , UTILITY CONTACTS: N PROJECT LENGTH: FEET MILES —""�lI u..r ��/ ■ L= CENTURY LINK (407)RI4.5293 •e 1 / I ( CHARTER COMMUNICATIONS (407)532-R50 F ROADWAY: 960 D.T82 • ,:rte.: a"-� .�M Jr] Cm of ENERGY (407)5544238 0 ENS :''4/-?1Tt "Lr�-••7� JF L 4rC " DUKE ENERGY (407)9053376 Q2 EXIST. BRIDGES: 0 � ?�� . s ORANGE APO COUNTY NATURAL GAS DISTRICT (407)803-2553 w ��IDQDEE f _I;�,�{ r n•c� ORANGE COUNTY UTILITIES (407)254-371R = TOTAL LENGTH: 960 0.TB2 - ti \.' w w . VICINITY MAP w w ' z 0 q D q g � p. NOTE " ' I/ JERRY L.DEMIINGS, COUNTY MAYOR PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY ADDRESS „I V CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION. NEEDS,,CONDITIONS'AND .'f PREPARED SY: \ = • BOARD,OF COUNTY OWNERSHIP OF PROPERTIES MAY HAVE CHANGED,SINCE PROJECT DESIGN. THE COUNTY'S . ..REPRESENTATIVE WILL ADDRESS CHANGES AND NEEDS WITH THE PROPERTY OWNER OR THEIR DEBORAH L GRAEBER,P-E.NO.:58624 'il "REPRESENTATIVES. CONTRACTOR SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN'ADDRESSING ASPIREON CONSULTING GROUP.INC. COLS IIO� AND MEETING NEEDS AND CONDITIONS THAT MAY HAVE-CHANGED SINCE PLANS PREPARATION. OVIEDO,FL 32765RRACE • TEL.(907)967-5639 BETSEY VANDERLEY DISTRICT I - \ CERTIFICATE OF AUTHORIZATION 28739 / F CHRISTINE MOORE DISTRICT 2 CERTIFICATION TO PLANS - r MAYRA URIBE DISTRICT 3 E REVISIONS I DATE I RY R MARIBEL GOMEZ CORDERO DISTRICT 4 I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED CONSTRUCTION kl LLA DISTRICTS PLANS COMPLY WITH THE REQUIREMENTS OF SECTION•336.045 OF THE FLORIDA STATUTES AND EMILY BONI VICTORIA SIPLIN DISTRICT 6 ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION OF THE • "MANUAL OF UNIFORM MINIMUM STANDARDS FOR-DESIGN. CONSTRUCTION, AND MAINTENANCE FOR �\ JOSEPH C. KUNKEL, P.E. PUBLIC WORKS DIRECTOR STREETS AND HIGHWAYS' IN EFFECT ON THIS DATE AS,ADOPTED BY THE FLORIDA DEPARTMENT OF W 11 - - ' ' TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1) OF THE FLORIDA STATUTES. o \\\ �/j / DE5RGkfD R:DIG DAM 5/25/20 ///// DRAWN DE DID DATE:5/25aD SHEET r-r-1 DATE:. ENGINEER:DEBORAH L. GRAEBER, P.E. NO,: 58624 . CHM";BO DAB DATE: OF T-17 • \ OV£D OH DIG DATE:6/23/20 • 1`TADtECT NO ,.2403.26 f • THIS M HAS BEEN THIS M HAS N THIS ITEM HAS ����`�`pt1 tLtl �IfJ72i SIGNEDEND SEALED BYIGITALLY �����itiR].t11NE0/j�� SIGNEDEAND SEALEED BYtGt7ALLY ta����LN tN/IN1I77' SIGNED AND SEALEDE BY•GITALLY Digitally signedb ♦ . 'e �� Q ....6 N.....A, �0�.•,c,ENg .49,, Deborah Lr�`DebO hLGraebr �`Q •-' CENSFCO,� y,Digitally signed by Peter ;�O,•�, Ery �;4arf�� GodwinNNnadi �`Q:' ••.9 I-Date:2020J LI9 « Peter Medica`Datg:2020.1 Lt8 t7:19:00 No 58824 Graeber /•' 13:05:45-05'00' No 42654 �;/'�-05'00' No 50637 2020.11.18 16:15:49-05 00 *7 * •*I ON THE DATE ADJACENT TO THE SEAL C*: * •*^ ON THE DATE ADJACENT TO THE SEAL ^* * .jr C; ON THE DATE ADJACENT TO THE SEAL 7..0'. f�.. PRINTED COPIES OF THIS DOCUMENT :.p. :1cr� PRINTED COPIES OF THIS DOCUMENT 71.4E rQ.� PRINTED COPIES OF THIS DOCUMENT' 15'., STATE OF •44/ ARE NOT CONSIDERED SIGNED AND -5N•.• STATE OF 44, ARE NOT CONSIDERED SIGNED AND %.p- STATE OF 44z ARE NOT CONSIDERED SIGNED AND O'• A. kr SEALED AND THE SIGNATURE MUST BE 1 O'• A. 44 SEALED AND THE SIGNATURE MUST BE Q'• 2(. SEALED AND THE SIGNATURE MUST BE ��'C�C'••.L 0 R T O P'•1��S VERIFIED ON ANY ELECTRONIC COPIES. �'C@''•,t O A 1 O P'• VERIFIED ON ANY ELECTRONIC COPIES. ���•4'�:••.�C p R I O P:•1C�� VERIFIED ON ANY ELECTRONIC COPIES. 7JryS1c3 AL� .1" ASPIREON CONSULTING GROUP,INC. T2+PS/ONAI..ENNS5` METRIC ENGINEERING,INC. TTT,S1ONAL r?G`♦ NADIC,INC. JlNttttlti 821 PALMETTO TERRACE ',Inuit It 3601 WEST COMMERCIAL BLVD-SUITE 16 /Hrytt,tttt` 601 NORTH HART BOULEVARD OVIEDO,FL 32746 FORT LAUDERDALE,FLORIDA 33309 ORLANDO,FLORIDA 32818 TEL.(407)967-5639 CERTIFICATE OF AUTHORIZATION 2294 CERTIFICATE OF AUTHORIZATION 8214 CERTIFICATE OF AUTHORIZATION 28739 PETER J.MEDICO,P.E.NO.42654 GODWIN N.NNADI,-P.E.N0.50637 DEBORAH L.GRAEBER,P.E.NO.58624 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE THE ABOVE NAMED'PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61615-23.004,F.A.C. FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G75.23.004,F.A.C. FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15.23.004,F.A.C. 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-15 STANDARD MAST ARM ASSEMBLIES DATA TABLE T-I6&T-17 SOIL BORINGS ' T-3 TABULATION OF,QUANTITIES T-4 GENERAL NOTES T-5-T-6 ROADWAY PLAN • T-7 SIGNING&PAVEMENT MARKING PLAN T-8•7.9 SIGNALIZATION PLAN T-10 GUIDE SIGN WORKSHEET T-11 CAMERA MOUNTING DETAIL T-12 CABINET DETAIL&WIRING DIAGRAM • - T-13. SPLICING DIAGRAM T-14 MAST ARM TABULATION - • • DATE • DESCRIPTION REVISIONSATA DESCRIPTION DEBORAH L. GRAEBER, P.E. �� ' ORANGE COUNT SHEET • P.E. LICENSE NUMBER 58624 ASPIREON CONSULTINGGROUP, INC. 8211 PALMETTO TERRACE II GOVERNMENT SIIGiNA7'U�2E SHEEN' No. - OVIEDO, FLORIDA 32765 _I F L O R I D J% T-2 CERTIFICATE OF AUTHORIZATION: 28739 ' laSERS SOATES STId1ER Sf/t. • TABULATION OF QUANTITIES PAY SHEET NUMBERS TOTAL GRAND ITEM DESCRIPTION UNIT THIS TOTAL NO. T-5 T-7 T-8 T-9 SHEET PLANIFINAL PLANIFINAL PLANJFINAL PLANIFINAL PLANIFINAL PLANIFINAL PLANIFINAL PLAN 1 FINAL PLAN 'FINAL THESE ITEMS TO BE PROVIDED BY CONTRACT Y19.1077-CM 102-2 COMPLEX MAINTENANCE OF TRAFFIC LS 1 1 102-14 TRAFFIC CONTROL OFFICER MH 48 _ 48 102-ER PORTABLE CHANGEABLE MESSAGE SIGN. TEMPORARY ED 14 14 110-4 REMOVAL OF EXISTING CONCRETE PAVEMENT SY 22 22 520-7-10 CONCRETE CURB&GUTTER, TYPE F LF 23 23 522-2 CONCRETE SIDEWALK AND DRIVEWAYS. 6' THICK SY 52 52 527-2 DETECTABLE WARNINGS SF 10 10 563-4 ANTI-GRAFFITI COATING, NON-SACRIFICIAL SF 316 316 570-1-2A PERFORMANCE TURF, SOD, ARGENTINE BAMIA . SY 49 . 49 - 630-2-11 CONDUIT, FURNISH& INSTALL, OPEN TRENCH. LF 207 168 375 630.2.12 CONDUIT. FURNISH& INSTALL, DIRECTIONAL BORE . . LF 331 121 452 632.7.1 SIGNAL CABLE-NEW OR RECONSTRUCTED INTERSECTION, FURNISH& INSTALL PI 1 I 633.1.121 FIBER OPTIC CABLE, FRI, UNDERGROUND,1-12 FIBERS LF - 150 150 633-2.31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 20 20 6833.3-11 FIBER OPTIC CONNECTION HARDWARE. F61, SPLICE ENCLOSURE EA - - - j - 1 - a L 633-3-12 FIBER OPTIC CONNECTION HARDWARE. F&t. SPLICE TRAY EA 2 2 633-3-13 FIBER OPTIC CONNECTION HARDWARE, FRI. PRETERMINATED CONNECTOR ASSEMBLY EA 12 12if 633-3-16 FIBER OPTIC CONNECTION HARDWARE, F&I, PATCH PANEL-FIELD TERMINATED EA 7 1 633-8-1 MULTI-CONDUCTOR COMMUNICATION CABLE, FURNISH& INSTALL - LF 374 1B3 557 635-2-11 PULL&SPLICE BOX, F61, 13' x 24' COVER SIZE EA • 4 20 24 635-2-12 PULL&SPLICE BOX, F61, 24" x 36° COVER SIZE EA 1 1 it 639-1-122 ELECTRICAL POWER SERVICE, F6I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 - I 639-2-7 ELECTRICAL SERVICE WIRE F&! LF . 206 76 ' 222 y ' 639-3.11 ELECTRICAL SERVICE DISCONNECT. F&I, POLE MOUNT EA I - 1 _ E'' 641.2-72 PRESTRESSED CONCRETE POLE, FRI, 12' TYPE P-II SERVICE POLE EA - 1 1 2 w 646-1.11 ALUMINUM SIGNALS POLE, PEDESTAL EA 5 5 z 646.1.12 ALUMINUM SIGNALS POLE, FURNISH& INSTALL. PEDESTRIAN DECTECTOR POST EA 2 - - 2 "a 649-21-6 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 50' EA I 1 2 - -w 649-27-10 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL. SINGLE ARM 60' EA 1. • I 649-21-15 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL. SINGLE ARM 70' EA 1 I 650-1-74 TRAFFIC SIGNAL, PSI, 3 SECTION, 1 WAY. ALUMINUM AS 12 12 0 650-1-16 TRAFFIC SIGNAL, F&1, 4 SECTION, T WAY, ALUMINUM . AS I _ I 653-7-11 PEDESTRIAN SIGNAL,'FURNISH& INSTALL LED COUNTDOWN, 7 WAY AS 4 4' 2 653-1-12 PEDESTRIAN SIGNAL, FURNISH& INSTALL LED COUNTDOWN, 2 WAYS AS 1 1 ._§. 660-3-12 VEHICLE DETECTION SYSTEM- MICROWAVE, FURNISH& INSTALL ABOVEGROUND EQUIPMENT. 1 DIRECTION EA _ 2 . . 2 660.4-10 VEHICLE DETECTION SYSTEM- VIDEO. FURNISH&INSTALL, COMPLETE SYSTEM. 4 DIRECTIONS EA 1 . 1 t 660.4.12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH&INSTALL ABOVE GROUND EQUIPMENT, 1 DIRECTION EA - 2 2 663-1.110 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, COMPLETE SYSTEM, UP TO 4 DIRECTIONS EA 7 I 663-1-112 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&1, OPTICAL, DETECTOR EA 4 4 C 665-1-11 PEDESTRIAN DETECTOR. FURNISH& INSTALL, STANDARD EA 6 6 5, 670-5-712 TRAFFIC CONTROLLER ASSEMBLY, FRI. TEMA, 2 PREEMPTION, SIZE 6 CABINET AS I - I 682-1-133 CCTV CAMERA, F&1, DOME ENCLOSURE, NON-PRESSURIZED, IP, HIGH DEFINITION EA _ 1 7 684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH AND INSTALL EA 1 I 685-7-13 UNINTERRUPTIBLE POWER SUPPLY. FURNISH AND INSTALL, LINE INTERACTIVE WITH CABINET EA 1 - I o a 700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH&INSTALL, 12-18 SF EA 4 4 THESE ITEMS TO BE PROVIDED BY CONTRACT Y18-169RM lB 706-1-1 RAISED PAVEMENT MARKER, TYPE B WITHOUT FINAL SURFACE MARKINGS (WHITE-RED) EA 25 25 u' 706-1-1 RAISED PAVEMENT MARKER. TYPE B WITHOUT FINAL SURFACE MARKINGS (YELLOW-YELLOW) EA 8 8 F 711-17 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS: NON-CONFLICTING ONLY' SF 861 _ '_ 861 w 711.11.123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK ' LF 292 292 `- 711.11.725 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24' FOR STOP'LINE AND CROSSWALK LF 422 422 71I-11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINES-10 GAP EXTENSION, 6' . GM 0.015 0.015 x 777-77-170-THERMOPLASTIC,'STANDARD, WHITE, ARROW EA 'I . 1 711-76-701 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6° GM 0.095. . ' 0.095 . 711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.030 - 0.030 THESE ITEMS TO BE PROVIDED BY ORANGE COUNTY . o 660-3-11 VEHICLE DETECTION SYSTEM -MICROWAVE, FURNISH& INSTALL CABINET EQUIPMENT EA 7 I 684-2-1 DEVICE SERVER, FURNISH 6 INSTALL EA 1 I U 700-1-11 SINGLE POST 516N, F61 GROUND MOUNT. UP TO 12 SF AS 4 4 700-1-60 SINGLE POST SIGN, REMOVE AS 4 4 . U 4- W x �j7 F REVISIONS DEEORAH L. E NUMBER P.E. I"�'-\ ORANGE COUN' l SHEET DATE DESCRIPTION DATE DESCRIPTION a.t P.F. LICENSE NUf4BER 58624 r� p���,Trgr rp� 7I,.p 821ASPI PALMETTTON CONSULTING EGROUP. INC. A GOVERNMENT TAB L�LA TION OF Q¢/A1 p d I I iy NO. OVIEDO, FLORIDA 32765 //1r 1 F L 0 R I D A T-3 CERTIFICATE OF AUTHORIZATION: 28739 RISERS SDAIES STILES STILES • GENERAL 4) ALL CONDUIT SHALL BE SCHEDULE 40,2 INCH(5 CM)DIA.MINIMUM UNLESS SIGNAL HEADS I) THE SIGNALIZATION PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE OTHERWISE SPECIFIED IN THE.PLANS. I) DURING TRAFFIC SIGNAL FLASHING OPERATION THE RED ARROW INDICATION OF FLORIDA DEPARTMENT OF TRANSPORTATIONS DESIGN STANDARDS,LATEST 5) THE CONTRACTOR SHALL INSTALL A CONDUIT STUB WITH CAP A MINIMUM OF 12 ALL 3-SECTION LEFT TURN HEADS SHALL FLASH.UNLESS SPECIFIED EDITION.GOVERNING SPECIFICATIONS ARE THE STATE OF FLORIDA,LATEST INCHES(30 CM)OUTSIDE THE POLE FOOTING COMPLETE WITH SWEEP UP INTO OTHERWISE,FLASHING OPERATION SHALL BE AMBER FOR MOVEMENTS 2&6 AND EDITION OF STANDARD SPECIFICATIONS FOR ROAD AND BRIDGEIDGECONSTRUCTION. THE POLE,IN EACH CONDUIT ENTRANCE IN THE POLE.THE FOOTING,TOP OF RED FOR MOVEMENTS 4 6 8. AND SUPPLEMENTS THERETO IF NOTED IN THE SPECIAL PROVISIONS FOR THIS SIDEWALK,SIDE OF POLE,ETC.SHALL BE MARKED WITH AN APPROPRIATE PROJECT. ETCHED'X"IN ORDER THAT IT MAY BE READILY LOCATED FOR FUTURE USE AND 2) UNLESS INDICATED OTHERWISE ALL SIGNAL HEADS SHALL BE BLACK ALUMINUM Z) THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT.IN THE PROHIBITED FROM EXTERNAL ABOVEGROUND ATTACHMENT TO STEEL POLES. WITH TUNNEL VISORS AND REFLECTORIZED BACK-PLATES. EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE 6) ALL ENDS OF CONDUITS IN PULL BOXES AND CABINETS SHALL BE SEALED WITH 3) ALL DARK INSTALLED SIGNAL INDICATIONS NOT IN OPERATION SHALL BE PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS,THE CONTRACTOR ELECTRICAL PUTTY AFTER WIRING IS COMPLETE. COVERED,TO INCLUDE REFLECTORIZED BACK-PLATES. SHALL NOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO ANY FURTHER WORK ACTIVITY. 7) FOUR SPARE CABINET CONDUITS SHALL BE STUBBED AND CAPPED IN THE 41 ALL SIGNAL INDICATIONS SHALL BE LED. LED SIGNAL PRODUCT INFORMATION 3) THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENT AT NEAREST PULL BOX. SHALL BE SUBMITTED TO ORANGE COUNTY FOR APPROVAL. LEAST 48 HOURS IN ADVANCE OF POLE SETTING OPERATIONS WHERE A CONFLICT PULL BOXES DETECTION WITH OVERHEAD ELECTRICAL CONDUCTORS IS EXPECTED AND IN ALL CASES WHERE JOINT USE POLES ARE TO BE USED. 1) PULL BOXES SHALL BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO I) PUSH BUTTONS SHALL BE ELECTRONIC WITH AUDIBLE/VISUAL CURB AND GUTTER,THEN PULL BOXES SHALL BE PLACED AT LEAST 7 FEET FROM ACKNOWLEDGEMENT. 4) AT THE TIME OF FINAL PROJECT INSPECTION THE CONTRACTOR SHALL FURNISH THE EDGE OF PAVEMENT. TO THE INSPECTOR THREE COMPLETE SETS OF AS-BUILT PLANS.ONE SET 2) ALL NEW VEHICLE DETECTION SHALL BE EITHER VIDEO OR MICROWAVE RADAR SHALL BE LEFT IN THE CABINET FOR THE LOCAL MAINTAINING AGENCY,ORANGE 2) UNLESS SPECIFIED OTHERWISE,ALL PULL BOX COVERS TO BE FURNISHED AND DETECTION IN COMPLIANCE WITH FOOT DISTRICT 5 SMART SIGNAL STANDARD INSTALLED SHALL BE NON-METALLIC. - MSP 660. COUNTY. - 5) THE CONTRACTOR SHALL HAVE AN IMSA LEVEL II CERTIFIED SIGNAL TECHNICIAN 3) UNLESS INDICATED OTHERWISE ON THE PLANS,ALL PULL BOXES SHALL HAVE 3) ALL AERIAL DETECTION FIELD IMPLEMENTATION MUST BE CONFIRMED BY ON CALL WITHIN A MAXIMUM OF TWO HOURS RESPONSE TIME. THE LID EMBOSSED WITH'TRAFFIC SIGNAL"OR"FIBER OPTIC", DETECTION MANUFACTURER FOR DESIGN PLACEMENT, • 6) THE CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRAFFIC OPERATIONS(407) 4) PULL BOXES SHALL NOT BE PLACED IN SIDEWALK UNLESS CONDITIONS WILL NOT INTERNALLY ILLUMINATED SIGNS Li PERMIT,AND ARE PROHIBITED FROM INSTALLATION IN ROAD OR DRIVEN/AY. 1 a 836-7890 AT LEAST 24 HOURS IN ADVANCE OF INSTALLING GROUND RODS, 1 THE CONTRACTOR SHALL INSTALL AND TEST IN PLACE THE INTERNALLY UNDERGROUND CONDUIT.MAST ARM FOUNDATIONS OR SETTING POLES SO THAT ILLUMINATED STREET NAME SIGNS. THE SIGNS ARE TO BE BURNED IN FOR 60 THESE OPERATIONS MAY BE OBSERVED. 5)• LIDS SHALL BE PAINTED ORANGE FOR COMMUNICATION AND RED FOR SIGNAL DAYS BEFORE FINAL ACCEPTANCE. THE SIGNS SHALL BE BREAKERED • SYSTEMS UPON SIGNAL INSPECTION WITH LONG LASTING EXTERIOR GRADE PAINT. SEPARATELY FROM THE SIGNAL CABINET AND SHALL BE CONTROLLED BY ONE 7) UNLESS OTHERWISE NOTED.ALL REMOVED EQUIPMENT EXCEPT CONCRETE POLES CABLE MASTER PHOTOCELL. � SHALL BE DELIVERED TO THE MAINTAINING AGENCY.THE MAINTAINING AGENCY ry IS: - 1) UNDER NO CIRCUMSTANCES SHALL ENERGIZED CABLE BE PLACED IN THE SAME 21 ALL INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE DOUBLE FACED ORANGE COUNTY TRAFFIC ENGINEERING CONDUIT OR PULL BOX AS LOOP LEAD-IN CABLE. UNLESS STATED OTHERWISE IN THE PLANS,AND SHALL BE ILLUMINATED WITH "2 4200 SOUTH JOHN YOUNG PARKWAY WHITE LED'S. u ORLANDO,FLORIDA 32839-9205 2) ALL CABLE SHALL BE PULLED IN THE CONDUIT WITH A CABLE GRIP DESIGNED TO w (407)636-7890 PROVIDE A FIRM HOLD ON THE EXTERIOR COVERING OF THE CABLE.A WINCH 3) THE SUPPORT ARM AND BRACKET FOR INTERNALLY ILLUMINATED STREET NAME WITH A SLIP CLUTCH SHALL BE USED TO INSURE THAT THE ALLOWABLE TENSION SIGNS SHALL BE DESIGNED TO SUPPORT A SIGN WEIGHING 75 LBS. '¢ 8) NEW TRAFFIC SIGNALS SHALL INITIALLY OPERATE IN FLASH MODE FOR AT LEAST UNIT IS NOT EXCEEDED.AN APPROVED'LUBRICANT SHALL BE USED TO 7 CONSECUTIVE DAYS PRIOR TO NORMAL OPERATION AND SCHEDULED FOR FACILITATE THE PULLING OF THE CABLE. 4) SIGN ARMS ARE REQUIRED TO HAVE 1'DIAMETER MOLE 12'FROM EACH END OF INSPECTION FOR PLACING INTO NORMAL OPERATION ON MONDAY,TUESDAY,OR THE ARM ON THE BOTTOM FOR CABLE ACCESS,PREFER ADJUSTABLE CONNECTION WEDNESDAY. 3) THE CONTRACTOR SHALL VERIFY COLOR CODES FOR BOTH SIGNAL AND POINT TO ALLOW ARM ALIGNMENT FOR SIGN WITH ASSOCIATED ROADWAY, W INTERCONNECT CABLE WITH ORANGE COUNTY BEFORE ORDERING.WIRING OTHERWISE TO FOOT STANDARDS. NO SINGLE POINT ATTACHMENT SIGN HANGER. 9) THE CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRAFFIC ENGINEERING AT(407) DIAGRAMS SHALL BE IN ACCORDANCE WITH ORANGE COUNTY SPECIFICATIONS. MAST ARMS w 836-7890 THAT A SIGNAL IS READY FOR INITIAL INSPECTION.TRAFFIC n ENGINEERING WILL COMPLETE INITIAL INSPECTION WITHIN 7 DAYS OF 4) ALL FIELD WIRING SHALL BE NEATLY BUNDLED AND CLEARLY IDENTIFIED WITH T1 IF A FINISH COATING ON THE TRAFFIC SIGNAL MAST ARMS/POLES IS SPECIFIED, ❑ NOTIFICATION AND ALLOW THE SIGNAL TO BE TURNED ON FLASHING MODE IF PERMANENT LEGIBLE,WEATHERPROOF TAGS THAT ARE SECURELY ATTACHED TO IT SHALL BE A TRIGLYCIDYL ISOCYANURATE OR URETHANE POLYESTER POWDER, DETERMINED TO BE READY FOR FULL OPERATION.TRAFFIC ENGINEERING WILL EACH CABLE.THE TAGGING SYSTEM PROPOSED SHALL BE SUBMITTED FOR FEDERAL STANDARD COLOR FS 27038(SEMI-GLOSS BLACK)OVER GALVANIZING. ALLOW THE SIGNAL TX BE TURNED ON TO FULL OPERATION WHEN AUTHORIZED BY APPROVAL WITH THE OTHER EQUIPMENT SUBMITTALS REQUIRED FOR THIS 'THE COATING SHALL BE ELECTROSTACALLY APPLIED AND CURED BY HEATING. IF W THE ENGINEER. PROJECT. A FINISH IS NOT SPECIFIED,THEN THE SURFACES SHALL BE GALVANIZED ONLY. 10) THE CONTRACTOR SHALL COMPLY WITH FOOT DISTRICT 5 MSP 611-ACCEPTANCE 5) CABLE EXTERNAL UV SHEATHING SHALL RUN INTO SIGNAL HEAD ASSEMBLY ON PEDESTAL POLES PROCEDURES FOR TRAFFIC CONTROL SIGNALS AND DEVICES. • MAST ARM MOUNTED ASSEMBLY. I) 4.5"DIAMETER POLE WITH PEDESTAL BASE,COLLAR REQUIRED. SCHEDULE 40 II) VARIABLE MESSAGE SIGNS SHALL BE PROVIDED ON BOTH MAIN STREET INTERCONNECT FOR FED SIGNAL ONLY POLES,SCHEDULE BO FOR TALLER(IO'tI POLES THAT1.75 APPROACHES,PLACED 350'-500'IN ADVANCE OF THE STOP BARS. SIGNAL SHALL 1) FIBER OPTIC INTERCONNECT CABLE SHALL BE 72 SINGLE MODE FIBERS UNLESS INCLUDE SIGNAL HEAD INDICATIONS. u BE ACTIVE THE FIRST WEEK OF SIGNAL OPERATION MESSAGING TO READ:NEW SPECIFIED OTHERWISE. A COPPER TRACE/PULL WIRE SHALL BE INCLUDED WITH ELECTRICAL POWER SERVICE ❑ SIGNAL AHEAD-PREPARE TO STOP. FIBER OPTIC CABLE INSTALLED IN UNDERGROUND CONDUIT. it 6 POSITION MINIMUM BREAKER BOX WITH ALL POSITIONS WIRED HOT FOR MAINTENANCE OF TRAFFIC CONTROLLER ASSEMBLY FUTURE(SQUARE D BRAND PREFERRED). METER CAN BYPASS HANDLE REQUIRED 1) WHENEVER,SIGNAL WORK IS BEING PERFORMED AT AN INTERSECTION 1) GROUND MOUNTED CONTROLLER CABINETS SHALL BE TYPE 6 WITH 57"HEIGHT, F12R ALL TRAFFIC SIGNAL SERVICES,PREFERRED FOR BEACONS. LEAK OR Y. (INSTALLING CONDUIT IN THE STREET,REMOVING EXISTING SIGNAL EQUIPMENT, UNLESS OTHERWISE SPECIFIED IN THE PLANS. - 20/240V FROM POWER COMPANY GROUNDING,SURGE ARRESTOR BREAKERS. INSTALLING NEW SIGNAL EQUIPMENT,INSTALLING LOOPS AND'RUNS,AND TURNING PREEMPTION .. t ON NEW SIGNALS)WHERE A LANE IS CLOSED,AN OFF-DUTY LAW ENFORCEMENT 2) THE MOUNTING OR ATTACHMENT OF THE ELECTRICAL SERVICE TO THE TRAFFIC OFFICER SHALL DIRECT TRAFFIC.THE COST OF THE OFF-DUTY LAW SIGNAL CABINET SHALL BE PROHIBITED. 1) OPTICAL AND GPS SYSTEM(OTT)TO INCLUDE ASSOCIATED PANELS,CABLE AND ENFORCEMENT OFFICER SHALL BE INCIDENTAL TO THE WORK.AND WILL NOT BE ANTENNA. ANTENNA MOUNTED ON CONTROLLER POLE UNLESS CONDITIONS DO NOT PAID SEPARATELY. 3) THE CONTROLLER BASE AND SERVICE PAD SHALL BE A MONOLITHIC CONCRETE ALLOW(AVOID CABINET MOUNTING.) CABINET RACKS PROVIDE FOR CARD POUR WITH 4 INCHES(10 CM)MINIMUM/8 INCHES(20 CM)MAXIMUM ABOVE INTEGRATION(AVOID RETROFIT RACKS,) 2) DURING NON-WORKING HOURS,NO EQUIPMENT,VEHICLES OR MATERIAL SHALL BE FINISHED GRADE AND MUST NOT BE PLACED IN LOW LYING WATER RETENTION r. PARKED OR STORED WITHIN 30 FEET(9 METERS)OF THE ROADWAY CARRYING AREA. 2) PAY ITEM 663-1-110 REQUIRE OPTICAL AND GPS PRE-EMPTION. i. TRAFFIC.IF THE ABOVE IS NOT POSSIBLE,A STORAGE AREA WITH PROPER DELINEATION AND ADVANCED WARNING SHALL BE USED WITH THE APPROVAL OF 4) THE CABINET DOOR SHALL OPEN AWAY FROM THE INTERSECTION UNLESS CCTV CAMERA h THE ENGINEER. SPECIFIED OTHERWISE OR CONDITIONS DO NOT PERMIT, I) ALL CCTV CAMERAS SHALL BE BOSCH-AUTODOME VG5-ITS IOBOP-30X5 W/24V v. • • CONDUIT ' 5) THE CONTROLLER ASSEMBLY SHALL BE TS-2 TYPE I'AND SHALL BE COMPATIBLE POWER SUPPLY. F 1) IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT WITH ORANGE COUNTY'S SIGNAL SYSTEM. MANAGED FIELD ETHERNET SWITCH RUNS ARE TO BE INSTALLED BY JACKING OR TRENCHING.IT SHALL BE THE I) ALL MANAGED FIELD ETHERNET SWITCHES SHALL BE ITS EXPRESS-LAYER 2 ❑ CONTRACTOR'S RESPONSIBILITY TO EXAMINE JOB SITE CONDITIONS BEFORE 6) A MANUAL PUSH CORD SHALL BE FURNISHED PER FDOT SPECIFICATION 673-3.3, MFES MODEL 3416. z SUBMITTING BID PROPOSALS IN ACCORDANCE WITH SECTION 2-4 OF THE FOOT 7) THE SIGNAL CONTROLLER SHALL BE INTELfGHT X3-NEMA TS 2 TYPE 2 ATC e, SPECIFICATIONS. CONTROLLER WITH MAXTIME LOCAL SOFTWARE. WIRELESS• COMMUNICATION SYSTEMStt 2) AS DIRECTED BY THE PROJECT ENGINEER,THE CONTRACTOR SHALL ADJUST I) ALL WIRELESS COMMUNICATION SYSTEMS SHALL COMPLY WITH FOOT DISTRICT 5 CONDUIT VERTICALLY TO AVOID ANY POSSIBLE CONFLICTS WITH UNDERGROUND 8). ALL CABINETS SHALL HAVE IN PLACE UPON INSPECTION OF INTERSECTION A TSP 684. UTILITIES. CYPERLOCK SYSTEM,INCLUDING:CK-IN7(KEY),AK-01(KEY PAD),AH-WI .. - (AUTHORIZER),CL-TCI(CABINET LOCK),CK-RXD2(KEY BATTERY),CKS-03(WEB UNINTERRUPTIBLE POWER SUPPLY 3) ALL CONDUITS TO BE INSTALLED UNDER PAVEMENT OR SIDEWALK.SHALL BE STATION).SE-100 BUNDLE,CK-GM(MASTER KEY),AND BRUSH-0(MAINTENANCE I) ALL UNITERRUPTIBLE POWER SUPPLIES SHALL BE ALPHA MODEL FXM 110D, w INSTALLED PRIOR TO THE INSTALLATION OF THE BASE COURSE. BRUSH), DATE DESCRIPTION DATE DESCRIPTION DEBORAH L. GRAEBER, P.E. SHEET REVISIONS- E P.E, LICENSE NUMBER 58624 ORANGE COUNTY 2 CONSULTINGGROUP, INC.• 6G OV E R N M E N T GENERAL )NOTES No. 21 PALN PALMETTO TERRACG E OVIEDO", FLORIDA 32765 _I ['i D Q R I D J1 T-4 CERTIFICATE OF AUTHORIZATION: 28739 • • • SUSERS SOATES Sr,RES Stilts LEGEND (SEE STANDARD PLANS FOR ROADWAY CONSTRUCTION- VARIABLE MESSAGE SIGNS ' - INDEX 522-002 FOR DETAILS) NOTE:�/ n PROPOSED 6•COGCRETE OYt SEA NEW ' 1 Oxnuoco coos rtaunsl RAMP STATION SIGNAL VARIABLE MESSAGE SIGNS(BOARDS)SHALL BE PROVIDED NO. TYPE (CL INTERNATIONAL SIDE !ttT BOTTOMRB RAMP MESSAGE 1 AHEAD ON BOTH CLARCONA-OCOEF APPROACHES(EAST b WEST) {{ EXISTING CDNCAFTF AT CURB TO THIS NEW TRAFFIC SIGNAL. THESE BOARDS SHALL E='r'a'!?, RO BE PEMGVEDI DR) OF CURB RAMP) BE PLACED 350'-500 IN ADVANCE OF THE STOP BARS. tii9ip'i. �€ PREPARE raoP s D DETECTABLE 1 CR-C 29+90.94 RT 66.26 SIGNS SHALL BE ACTIVE THE FIRST 7 DAYS OF SIGNAL WARN x s 2 CR-E 29+9n.94 LT 66.26 MESSAGE 2 STOP OPERATION. O WI - EXISTTrINfGf,BURIEDB5pp,,Ry��gq ELECTRIC ' z''- SEWERxfORCEIMARN . `•••- EXIsrlNG WATER MAIN m•-- EXISTING GAS SURVEY CONTROL POINT 0 10 40 n•m EXISTING BURIED FIBER DAME SET 5/11'!RC BFA TRAY N:1553831.8B6' +•.-• EXISTING flccurMED WATER PROPOSED PED POLE LOCATION EL:141.87 Feet - UNKNOWN Urlun STA.29+79.24,83.58 LT PROPOSED PED DETECTOR LOCATION S NOTES: �Rt 1 \1� tiI \x PROPOSED t4A5T.ARM LOCATION - ELEVATIONS SHOWN HEREON ARE BASED ON THE (I j q I .\ �,,,, ' NORTH AMERICAN VERTICAL DATUM OF 1988(NAV 88). x' 1 , a'\ . - STATIONS AND OFFSETS ARE IN REFERENCE TO - R/W LINE I I I II 'V —-- i CLARCONA-OCOEE ROAD $ -°- ti ALL SIDEWALK WITHIN PROTECT LIMITS TO BE j tp II --- R/W LINE ' CONSTRUCTED WITH A MAX 2%CROSS SLOPE N 1� -'-'" "= ^-, - INSTALL BAHIA SOD ON ALL DISTURBED AREAS. /1r K I V II I PROPOSED PFD DETECTOR LOCATION SEE SHEET T-6 FOR DETAILS ��.tl 7 �I PRDPOSED MAST ARM LOCATION —h_C——— l .t i t is7---- N I y PROROSED PED POLE LOCATION I 1111:171 7.--_.- -� "�+ uillulriii ��: RN!LINE^\ • ^�. ,�IIN1tJ i1lJItI II ll it loll li li 111 I.;' - •" - 7.----::---. �� __�- �,� :'�"v 4 s9 t7�, I"1171f(¢tl1lltli{l It ll ll li li tl lJ ll lt11 1i 1i •..........- �mv ........................ — e �-._ R _ --� /III�IIdItIUUUUUUUUUUUUUUULIUIIUGL _� N _ w SURVEY CONTROL POI _�_�— _ --^-"-'- ~— ` ---�- _ _ _�"— '—~' '' SETN&O BFA TRAY - - 45.71 LT • t _----- -- — \`"—..�—e.�— e-~�"'_- w N:7553508.037' ------ .` ----- - ___ — — — SURVEY CONTROL POINT m E:497081.48D' --- — _� ——_ SfRC 5/8 BFA TRAV EL:146.67 - t CL __ _ — —-- N:7491549.798 n STA.25+48.87,7.78'LT --- 29 • tl .Zs, 3� -- _ - ___ ARCONA-OCOEE ROAD I45 MPH1 '- EL5723.45778 6 • \ • j-'--- 57A.32+99.I3,1.84'RT z - —�ti , • pi -- -----_---.�j-___-- n I �j~''" ft CLRRCONA-OCOEE ROAD ` =-"' -'�,•�4_,"- --—_— - '�'' -1-"-''-.__.._ l TYPE F 14r� //7 _Y -7-*,-"•-'-'--___ ,,,,,„..,,-....,...... "'-' • -y — J PROPOSED PED ` -`'/ --- _ -• ��"--"`• """W. GA CLARLONA-OCOEE ROAD 1 POLE LOCATION `t /'- - 1 '- -`9 _. -_---IL — T-ir nin-n n0.-n-n-n-nn rr3� z_ _�9 ro ''---_-_- 1 _—.ees /_Iir=XL-1L- ,�:�6 di Lt_//„ A.,:. 4 T"'_P :_____- ._._-ate- - -7_ • G=s(gY�^ \ 5(et---r'Y --.-9f't-- .: �- •s(B ©-4B4'- t m -- ------ -- \\ • F. • ; •/ �l":' / 5 ` �R/W CLINE 7 'J42 •/ ' // ,/ /ap J/ / m` mi:e` // PROPOSED PED POLE LOCATION/,' o',// yyp'I .j/� I/ / / CONSTRUCTION IMPROVEMENTS IMPROVEMENTS REMOVAL ITEMS It / // //^`JI pp / / '.:' +j / PROPOSED MAST 102-2 1 LS 52D=1-10 23 LF I 110-4 . 122 SY c / • // I. / r// / .' _ / ARM LOCATION 102-74 48 MH 522-2 52 SY "- • // e/,V�// / • // 102-99 14 ED 527-2 10 SF - ' // .0'/ sC' (//N,6'' , ° /// 570.1-2A. 49 SY ' - w B/W LINE ' 1 .../ s 'r J/!/r .® I. - / - , REVISIONS DEBORAH L. GRAEBER. P.E. SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 58624 *ORANGE CO�• ASPIRELM CONSULTING GROUP, INC. G�OVERNMENT gg�� W,pyXyND. 827 PALMETTO TERRACE TT�� dl®��Vt"L]Il /f-LAT . OVIEDO, FLORIDA 32765 P T- 0 R I' D A T-5 CERTIFICATE OF AUTHORIZATION: 28739 SUSERS (DATES SEINES (FILES • / (INCLUDES CURB tEgG ) 11 it ',,, _Aim MATCH EXISTING y 0 EXOISBTE/NIE g�tCiRDETE 1 I /I IIg55z ,'%�-,111111 gp 12 ;:::: WARNINGD DETECTABLE I 1 II I,lb.b] Li y I TIA.70 Li W RNING O® 1 1 II!! I Feet i'I II / . fill II I It/II II II rvII IIIii\\R 5' PROPOSED PEN //' ..t\ — — e 11, 11 TYPE F ', / TYPE F \\ W II ` gg xx a II II tl la \� PROPOSED MAST j8.IN HI \ m I11 �I Z ARM LOCATION t4ATCH EXISTING / �� H) \ 11 ,} 4� \` `_ PROPOSED PED / MATCH EXISTING \\ .......- , ———— POLE LOCATION 7 PROPOSED PED II 1 / 1 DETECTOR LOCATION 11 ` icy i -..„ (kizZ , • i__,________1._...__ -- ——- .''', r-, :-: r r ::: \ °%\_. { + 1. - y. II t^ /, ,, a\la2 I,, .q1, ,fwMp "'I'—tii �.—_.,t`_ ii isI I I t 1 I I"\ °" — I t t I I I t 2 .}p]qq _ _—._..�._..,L— a o p o °0 - \\I ! I ! 1 I � 6/]8 L1 --- i ,.24 - .� --1-.•—°'1,...._11 \ LLIIitiitI I , MATCH EXISTING , —F U I I t I I I I I I I ,I I i\ MATCH EXISTING - .o /__ �, ,MATCH EXISTING rc I l t t t t 1 I I I I I -1--���---"" I I I t i II II I I I ; t t17 p 1I I t t t t t I I I I I I °, MATCH EXISTING \.•• °,° 4.. b HI - -..- ,cP f I ; I t 3 i i II l f I ; ! t . �-""' o:o'_ Ht I I 1 1 1 i I I I I 1 I I t t °°"^°� PROPOSED PED •• ` / PROPOSED MAST S'19Y sfg'''-•../°°° ' 1 I 1 I 1 I 1 I 1 I 1 I I i t 1! '...'h POLE LOCATION • ` / ARM LOCATION 5t '.......\7 tf.-' S!6 I It ( I t i I I 1 1 1 1 t t t I \ °a. •°,S(B)........./•SIB)....:....... J .....::.L `• 1 If it t i I I I II 1 II i . 1 I °oo�`egg � / I—Lr--I � / I it t t I-i 1 1 I ) , I i t is i I °Od6°o'o \ / it it i i ! I 1 ,1 I I t l t i if I / i I j . w I i 11 , 1 it I ' I ! ! . i_! II f! °° ° /\ D - / h CLARCONA OCOEE RD @ INGRAM RD/LAKE MEADOWS RD • CLARCONA OCOEE RD @ INGRAM RD/LAKE MEADOWS RD NORTHEAST QUADRANT SOUTHEAST QUADRANT ei SEE SHEET T-5 SEE SHEET T-5 U • µ4 a W F REYt9tOris TE DEDORAH L. GRAEBEE P.E. I M,, ORANGE COUNTY SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 58624 1j 11 ORANGE A(Ul��tT(�2 PALM CONSULTING GROUP, INC. I — \'GOVERNMENT OOV RN J I. 1 1?0ADWA Y PLAN NO. 821 PALMETTO TERRACE /, OVIEDO, FLORIDA 32765 FLORIDA T-6 CERTIFICATE OF AUTHORIZATION; 28739 / CISERS SOAIES RISERS SEILET _ � 7 al rn , 1 II •.\ ,l LINE j 70 REMAIN ! I t II 1 L a �/ /ON r-(�71 Qom! dOlS m 7 u z_� t` RIO-15R • �R10-15L _ 0 5� /0 0\ 1_`_-1 I Fa e! ' ' u 30" X 30" • _ q) t) i tt� -tom 1 !9@L°l�aaLpOurte, ,� \ I II 11 \ -. E-'4 z ,)f t3/ _/� �o�.� }� s s 1 l II �� F�> 30' X 30" G7 ) l.- Clelcona Ocoee Rtl II �; STA. 28+39.01, 5.26' LT 1 (�,' 1 1 IT``.`)� STA. 30+27.33, 43.02' LT 7 AS re �'�'� ""`•••-..„,•, � I 1 AS 700.7-60 I r u a 1, "{� �`"ti r 0 1 AS 1 AS 700.1-60 I TO SE REMOVED ! 11 i 700-1-60 1 AS R/W LINE I -"`—_ jL T/I 1 7'11¢ I �� 0- 70 40 E 1 u (d1 — �/ . 1' 1 II °� ' . 6"WHITE W/W-R I /' Feet=. I -/•_ 1 I t 11 a �q-V __-', RPMs 20'OC I I _ _ --�— „�. / '` _4 -1*1-11-2. c �_ T4__ (200 LF) I \ ® y LT ~—~ •w ``"�-�f \ x n4yt�"�'7x rtreArtp"i!r ;,� I "'. " t 1 4 ~ -•�— __-{- 24"WNIT£ f - t lam_--- -s- `" -- -._--._ • °`.. �� - CLARCONA OCOEE ROAD(45 MPN7 1 }\}\A • t t • -___- = _ o 1 c ry _--- -'' I 29 • \ i -Mil INE1'�Tcf24_WHITE • �{CtARCONA OCOEE ROAD -_ m-�$� --j,�f .� \ .+ --- - -------- I----__ __ --•" �s =- — - /i'~ Wr\N\ \24"WHITE �a.�'\^-77--- �-�- �-- +.,�. ,( - .`' h 17? ...-.....-..-...._-f- 12"WHITE / \ .".."-'.'^ --.-.--� - w --• -' -- ........ 24"WHITE \ t\"'hr A__ w ""."-.....- -.-.,.•,� a /? --- - _ 24"WHITE 1 __ \l ___ _-_ _ R '"-•..,.,.....,.,,,,�. !-..�'- v --- F WHITE •ARROW - \ ` - -IT _ ���w - _ --J�) --.8`S t-L1_4L:14.--,,4 L1.L_L1/1.-/6.0.v-:_ 4it-dt--.A\-.v.o_-•-ar- If-_-_-_------:_-_,_- -- --4(B o.o.----• .5(E} \ St6r'- -r 1 j;----/fit-- L\ -. .S(e '" o sre '_--\_ ° -star ° -° -'r = — at-g sts a / \ -, I !! ! %/ " // •?,,, %1 'ic s.„, psrs,•.• ""°r` . * -``----. 6'WHITE w/�R 1 / II i / / ° ^ _}y- gip: Sia, w -R/W LINE \ _ RPMs 20.OC /, ! / FO1f' '•� /O\ `_�+ ', (200 LF) ( • / 1 / e. f,L 4 / / ri-�� y//U C)I "'�q.0-_.`..• 4 STA. 26+35, 42.97' RT / / / 2! `�/0. / ;v'./• • 1I\t_ \ }t\t\UOi)/� R/W LINE _r"•� / //t/ > / / OQ�s° //. TD BE REMOVED L_�-� 1()/ o �1' � / •�'//pQo / / •9 . / 700-7-60 1 AS TO REMAIN u w / • / 2 �- // / Ciarcona Ocoee Rd 30' X 30" _..•-- 41• 4�e°!.' ,1,/// �/ a�a�o'e �io l i RAY LINE / rq / / " °`I pTnry m�� - /• / .�/ • I,2. ,/// �° ".* /�. R/W LINE S V t"I OP'V / 1'` //% /,'" / \—, e h }/\ ,a / / // 6'WHITE w/W-R 12 ((/. /// (WO LF) 0c o // • C7 6"D8L YELLOW W/Y-Y// !! 0 •�/. - ��•' /// . a RPMs 40'OC (80 LF) )'.( '/ \\\\\ REMOVE 57RIPING / Z3 / I 711-17 1 861 SF Z. / � 6"(6'-00'SKIP)WN7TE wo , _ (80 LF), a REVISIONS DEBORAHI L. GRAEBER, P.E. ORANGE COUNTY DATE DESCRIPTION OA DESCRIPTION P.E. LICENSE NUMBER 58624 I—~' \}ORANGE �(I-TNJ' Y SHEET7JD ASPIREON CONSULTING GROUP, INC. ' 1 G�niii RNMENT SIIGNIING & PAVEMENT 821 PALMETTO TERRACE OVIEDO, FLORIDA 32765 .AfA RKr1 G PLAN CERTIFICATE OF AUTHORIZATION: 28739 1 r=- FLORID . T-7 SLISERS ROSIER 071510S SFILES • • d P2 ; t 1 4 l i ; l= 1l ® . ❑ O O O p l': OOEl® P4 R3dam' " ..u. ®,. -• , . 1 1° i IR I o i6 !- pu wei.uE ii..snnopeayl amei .T. E P2E I2V,_:: r€X=: ^' �'_ } I I ( QClarcona-Ocoee°0 1-SIGNAL,t-PED.SIGNAL.]-CCTVOR.7-STIII 110 smopeaw amei♦ pa weJbUl-► 1,� �, il_ .-.-,. ....... I-VIDEO,I-PED.DETECTOR.1-SPAR I77 13C: �`" ! t ITC 2-SIDED g (r�,:.,,..1) �,�1 6 €�E 6 RUNS @ 65 LF 630-2-12 +Ingram Rd <-Lake Meadows m.-•�. []m,.® m.,a 11 ¢ LED INTERNALLY 9 G PED.SIGNAL PED.SIGNAL __ _ 2 X 65 LF 633-8-1 11 f J ) ILLUMINATED SIGN Lake Meadows-► In.ram Rd ♦ A COUNT-DOWN COUNT-DOWN ,,,,, '°`�" .....b SEE INSET A •• q4. q / (SEE SHEET T-)p) 2-SIDED 2-SIDED 4-SECT.,]-WAY 3-SECT..1-WAY """'°°"'° SHEET T-9 '• 1 " II II f/ pt I 700.5.22 1 2 EA LED INTERNALLY LED INTERNALLY t-SECT.,)•WAY 1-SECT.,2-WAY 4 t a t AS 12 AS 4 AS I AS FTP-688-06 FTP-68B-06 FTP-689-06 R/W LINE t ^ 1 II9tlMAST ARM B (SEEILLUISHEET T10) (SEE SHEEINATED SIGN T T-10) 1650-1-16II 650.1.14 SIGN I 9"X16. 9"X18" 9"XIE _ j IIMASTOTM A -„-, I! } POLE TYPE 1 FOOT Sa 700.5-22 1 EA '700-5.22 I EA- POLf TYPE=fDOT Ia „ I Q11 tl STA.29+98.1],70.13'LT ' STA.28+78.95.79.57'LT ••'� jjC �`�` (EL 141.37 SEE INSET B I 0 10 40 S.O.P. I1(MODIFIED) -_------ (EL 740.34) :< t•4 1.1� 1, - . ° SHEET T-9 ti P2�� s3 1 --1A .. �' !.1 1N D 1sLa T1p' �44-- -`'�- ---._� Feet - _�a6 _�' _'�'�%�I - �_ 7t� linIII III Iltlga ..-• '--._. --- -- �--PG I I P4 - . "�-`r- y •`• ,�y�`..f,f' ll I III )IIt It It y�'yy I .r., PHASE 7 PHASE 2 'PHASE 3 •---oc- --J.�."...-'.".•• _--s--(0) --. EL 141.6a ".•" -�.yt� "_----.-._-.._ -._ - °r _ p -'" ..�:^:---- . _...._..-----_-" R7 2 51GNAL.I-PED.,SIGNAL, -�t�....^"1---- -' \'".,,.. ..' y __ _•_._.- ....-- Q u ❑ 1-CCTV/PREEMPTION,7-V1DE0, I• mQ -_ „'°�__-^�_�.---- _._^_• `^•,„,�- w + .. .� _='_`_- ---�'-.'._ 6 4 ❑ 1-P D.DETECTOR.2-SPARE �. a ---- .-�"':-^=�,_.C-- '_- _"�- __ ROAD(45V7 8 RUNS @ 722 tF 630-2-12 � `^- 'e__ _ MPH) -- .�i�� r CLARCONA-OCOEE29 2 X 772}tF CIM LI` _1��0" ''.- - = ems, l EL I39.9O' a _--_.__ -_" �'� IBr -- _�� _ ___ _ltiei" --_- -- _ `- -- 2__ . - r'/� r //// _ -_ t� ' ��7 6J of _ _ _ _ _ _ _ �.71.~ __ ------- "__ OD .m _I- .� =I"= _-h_ -` _ CLARCONA-OCOEE ROAD•L ..,,.. ir ,, �J 7B. _ - -� - .. F_E 4 1l_ll_I _•,_ hdl---...� ---_ -- ---- _ tGa�� _-_ _ - :5(6�..°. rip_,,,_ • 11 ° oY ,Ar y1. ° 1�.. -- __ ;erg- - - ,, - ___J_-_---=c am i _-518, - ./- \- (I 0- 4 / .�:;. -..° si8P4~ -= �`y, . F^ "a -°Ta.� 8 / \ t. 2 . 1L ` RlYl LINE r °wv-. "SID).. SIBY'_:--- , ° \rY q'' •- : 4a Eo- ^< - .° • o _..••^ ~"'^+.� SEE INSET D 1 j / - SEE*INSET C' •OE., . '.•...0, 'S/ „w, ~ ¢YP` „`�-. SHEET T-9 / 1 / ,� / SHEET T-9 MAST ARM C �� w A{�11 / 'yb J////// PTA, TYPE=FOOT 60 `%°i-..- --,a,°.°• w I-PED.DETEC70RbISP.RE . //4,•/ 9b / / •• :::,::,7. :-%/ (EL 7379B0'�76,63.26'R7 ^�..,-,.. N R/Vl LINE 3•RUNS @ 144 IF 630-2-12 //,•/ // •. ' •. / / .// / V'SIGNAL.I-VIDEO/PREEMPTION•1-POWER.1-SPARE - / ° / L`h ll / / 4° •° 630-2-11 4 RUNS @ 56 LF i 'N. /• • //eqa f '/ / / *" 639-2-1 -56 LF /' / t N C1 J 682-7-133 '7 EA CM ,- /p$ / /� / • // . 635-2-11 1 4 EA / oC ! // f CONTROLLER TIMINGS VI V2 1 660-4-12 12 EA 04 PROPOSED DETECTION CAMERA WITH FISH EYE VIEW ,/,,,,,, / •.,,. '/ O(EL 138.90 o /) POLE TYPE=FOOT SD • CONTROLLER PHASE 2 3 4 6 8 s R) R2 I 660.3.12 12 EA D4 PROPOSED ADVANCE RADAR DETECTION . //$'F , / . ,e r•' // AE29+35.94N 83.29'RT SIGNAL FACE NUMBER 2 3 4 6 8 g I� ti F / / / ,` // I-SIGNAL.I-VIDEO/PREEMPTION•1-SPARE DIRECTION N I 663-1-112 14 EA (0)OPTICAL PRE-EMPTION POWER 1S AERIAL FROM j/'/, /// 630-2-11 3 RUNS @ 6 LF MINIMUM GREEN 14 5 5 14 5 "z POLE TO TRANSFORMER G. / / f 649-21-6 t EA 563-4 I316 SF fu+ /f'bWER EXTENSION 3.5 3 3 3.5 3 It NOTE, / •/' 1 RUN @ 143 LF MAXIMUM GREEN I 60 15 20 60 20 I. ANTI-GRAFFITI COATING SHALL DE APPLIED TO ALL PROPOSED EQUIPMENT / ' / 'Rb E 143 LF 2 MAXIMUM GREEN'2 60 15 20 60 20 F FROM THE GROUND UP TO!0'ABOVE THE GROUND. • ��- " YELLOW CLEARANCE 5.0 4.1 3.7 4.8 4.1 2.3. D-CEO DETECTION TO BE AM CABLE'SI ALL BE OUTSIDE TPLANT.UVED VIA DRES RELE SISTANT. // RAN LINE 2 A. THE DSIZE VF THE Mc ZONES SHALL E ADETERMINED THE FIELD / 9 ALLEREDT 3.3 2.0 2.1 2.8 2.0 BASED ON VIEWING ANGLE OF THE CAMERA TO MAXIMIZE ACCURACY '. 2 PEDESTRIAN WALK 7 7 7 OF THE VOLUME A COLLECTED. 1-POWER 5. SEE CABINET DETAIL&WIRING DIAGRAM FOR DETECTOR RACK PROPOSED ���{{{ 1 RUN @.2 LF E PED.CLEARANCE 29 26 22 CONDITIONS AND DETECTOR TABLE. 0 4• 'V RECALL MIN OFF OFF MIN OFF 6. PROVIDE,CABLE CONDUCTORS AND HOLES REQUIRED FOR FUTURE SIGNAL �o 1 AS HEADS. SEE MAST ARM TABULATION SHEET, POWER SOURCE ilifinenill 7 LF FLASH YEL RED RED YEL RED 7.. CABINET SHALL BE WIRED FOR PROTECTED AND PROTECTED/PERMISSIVE TRANSFORMER LOCATED OPERATION FOR ALL 4 SECTION HEADS INCLUDING FUTURE SIGNAL HEADS, ON POLE NO.5001288 ,R. Nirrilfilina 1 EA 'DELAY REVISIONS DEBORAH L. GRAEBER, P.E. �^-� DATE DESCRIPTION DATE DESCRIPTION I - FOR NGE COUNTY SHEET P.E. LICENSE NUMBER 58624 ORANGE Cjol„IJ,�jl l 821 pAON CONSULRRAC GROUP, INC. 1 GOVERNMENT 6'JGNATI[ZA TIOAT PLAN NO. 827 PALMETTO TERRACE GOVERNMENT 1�1�L'l jl l�t 1llL 1�Y L1Il19' • OVIEDD, FLORIDA 32765 II`' L Cl R I ' A T-8 CERTIFICATE OF AUTHORIZATION, 28739 (•I= - - RISERS SOAIES ' STIMIES IF1tES - / 1-SIGNAL,I-VIDEO, , - \ WEEIBEEM 7 EA f 1-CCTV/PREEMPTION. 1 \` 1-PED.DETECTOR, 1-SPARES --, 1, �\ .�1' ` f 5 RUNS @ 29 LF 1-SIGNAL,7-VIDEO, / \\ • l J _ a 2 X 29 LF 1-CCTV/PREEMPTION, 8 Et 1AT1O • is • 7-PED.DETECTOR,I-SPARE \ `\ •, �• ••�7-•♦ 1 I \ • 1 STA 29+98.71,70.13 LT • • ° - "- 630-2-l7 5 RUNS @!3%F. ••• ` o --- 1-SIGNAL-7-VIDEO/PREEMPTION,1-SPARE. -- — Q�EL 7aO.3d� / `-•----...._• 633.8-i 2 X!3 LE' a o • •w 630-2-71 3 RUNS @ 13 LF ..-.-.-,-w,..POLE LOCATION. .,. -... 1 aoo • 1 % II • STA.28+78.95,79.5I'LT,••''''w •a (�•-"'-' / I 1 \ °p� 7-PED.SIGNAL, 644-21•6 7 EA 1-SIGNAL,1-CCTV/PREEMPTION, s ` •• / /- I I �o°i 7-PED.DETECTOR, 1-VIDEO;1-SPARE 1 I I �� '•• 1-SPARE —— — NazzEgfrig 4 RUNS @ 8 LF -�•.�f�� / / 1 I 1 1\° '630-2-12 13 RUNS @ 37 LF I . --- �2X28 LF---- _ --PZ / I I 1 ao 1 I I EA `— I—_ / T I 1 I \oo i:r\ STA POLE LOCATION= w °+PED.DETECTOR STA.30M6.59,45.50'LT .paoe°° i I I 11 1 l `POLE LOCATION. •• 1-PED.SIGNAL ' l PED.POLE LOCATION= \ d` I I I 1 I I t STA 29+85.58,66.68'LT 1-PED.DETECTOR 1 STA.29+11.74,66.47 LTaa° 11 I I i L3fIT0i : • \ \ ( I ' t NS@5LF • I RUN@14LF® 11 I I I III I 646-7-7t7 EABETEC MI \ v I I i III F •• 665-7-77 1 EA!P4) s • }AS 1P2) STA.19+01.42.ASER LT'V aoo . f t I I I I I I 7 7 •^ eh°a`obo. I }-PED.SIGNAL, }-PED.DETECTOR I I I I I I i ',,, • • t-PED.DETECTOR, - ( 1 1 I I I I I I 1 1 t l 7 I Ia,,'w,� 635.2-t t t 4 EA w \ ��1 RUN @-3 LF, ) I I I I I , !I I I- I aPOo 03 1. 1-SPARE } I EA %1. /i 7 1 1 7 1 I 11men= P2 .�• '-' .I.—_`"_"�—'—'`°'. 3 RUNS @ 34 LF \ I EA(P2)- t 1 t 1 I I 1 • \ — ""�"'—~ °°°;v i t t I I ; 1 \ \ �- I „61-s� /r- 1 1 1 7 .7 I I 4 1 ----- — _____ • © °° INSET A INSET 8 —i------,----- 1"--_-- CLARCONA OCOEE RD @ CLARCONA OCOEE RD @ ————————————... H — __.—_—--- i'INGRAM RD/LAKE MEADOWS RD INGRAM RD/LAKE MEADOWS RD —. �_----- ' ' NORTHWEST QUADRANT NORTHEAST QUADRANT 11910 -- . ----.—. ._._..--- — SEE SHEET T-8 SEE SHEET T-8 . -----_- __ a a O W . 0 2 10 m N Feet .• W. __ I PED.POLE LOCATION= INSET D INSET C 7-PED,SIGNAL,7-PED.DETECTOR,1-SPARE 0P4. PED.POLE LOCATION. w .STA 29+85.22,42,31'RT - --STA.28+31.24,42.71'RT CLARCONA OCOEE RD3 RUNS @ 10 LF I 630-2-11 j— •1-PED.SIGNAL u 1-PED.SIGNAL @ CLARCONA OCOEE RD @ gm I-PED.DETECTOR I-PED.DETECTOR —__————-•_. -INGRAM RD/LAKE MEADOWS RD / INGRAM RD/LAKE MEADOWS RD 630-2-11 2 RUNS @ 8 LF 2 RUNS @ 4 LF 630-2-r1 SOUTHWEST QUADRANT SOUTHEAST QUADRANT 646•r-1: r Ea - ' 1 EA 646.1-11 —' P6�B''' SEE SHEET T-8 6 EA I 635-2-lr 653.1.71 7 AS(P4) I AS P6) 653.7.11 �"` __----SEE SHEET T-8 �{-' ,/ ( ' toe a, '`" / / ( / / _ -- I 1 --- °II ," I 665-1-tJ 7 EA fP41 - I EA-(P6) 665.1-I1 -,--„-- '""y,,00°o°ko°o awe, ``•,�/ /" / / •• / i-%- - /'�-�--•••.• "f �.--- i ` ,, -.- —� j • • .... \ /' ——— ——,�O6avo° rc// /t - / 1 0 �,� 630-2-77 7 RUN @ 5 LF i_ ___ -'„ ' vr� PED.POLE LOCATION= ,' 639 2 1 "5 LF —— •\"-\e�- "� STA.29+66.70,42.3'RT ! I / 'II II I fl 7 PED.51GNAt� a•, 'NEW CONTROLLER&SIGNAL CABINET; - V 1-PED.DFTECTOA—— —�—�— v , A 4-SIGNAL,1-VIDEO,1-PED.DETECTOR, b • I." -_,-,.-..-o r v �\ \ 2 RUNS @ 12 LF — _,+ • 1-FIBER,7-POWER,.''-°r a----. w a+ • ---'SIR)- -..... -::S(BI------"""--5(B7 . / En _ --S(B}'-''"- a ._.. I •• 1-CCTV/PREEMPTION.3-SPARE ¢e -/a' 1 AS(P6)® «,- --_--• •• .- -1!•. �I'fJ�� STA 29+88.87,53.09'RT ( r 2 „a•-.,B(Bk••------nry • r a� ••--_----.r•-----"__' \-'S----"•• / 1 EA 1EG) i• v a `t7�0r 630.2-11 12 RUNS @ 4 LF I- e ••-- a'o 'a-/-' � '�,� 632.7.7 1 P! 1-POWER �"�►"� 1� I Ij .aro 633-7-121 4 LF -••,,,..aro 1-PER.SIGNAL. •--••••, b... /RUN @ S LP 630-2-11 •-. a.o... `' .. '•..... 633.2.31 12 EA • t-PED.DETECTOR,' "'•a,a i A. • 1 EA 639.3.71 t-SPARE 3 EA \ 5 LF 639.2-1 ', �•"- 633.3.12 I EA' ..t:a I' 3 RUNS @ 21 LF +� _ -'-. 1 \� ''SI'S). 1 EA 644 2 72 _1 -- 518� __-,....5(B}-` -•• 633-3-73 12 EA -'"/ •\1 ...:....... .-•-- 5(B}j T— 633-3-76 1 EA t- --------- } \ (125M DROP)50 LF 633-1-121 I I 633-8-1 3 X 4 LF / g - V I EA 635-2-12 P1 639-2-1 '6 LF tr 1 EA / o ``\\ • `1 ' . 1RUN @46 LF 'D(� 660-3- / U 1 /�46 LF(12 5.1 DROP) POLE LOCATION= 660-d-t0 1 EA �u \ • 1 • STA.29+97.76.63.26'RT 663-7-770 1 EA/ ¢ \ 1 'EXISTING SPLICE VAULT 1-SIGNAL,1-VtAEOIPRFEMPTION. 670-5-112 1 AS 50 LF(12 SM DROP) 1-SPARE -Z3 1 I �\ 684-1.1 1 EA a \ ) '''''''7/ ,a� • �=8 EA 3 RUNS @ 11 LF 630.2.11 684-2-1 1 EA \ I 1 EA . 31 LF 633.8.1, .685-13 I EA-,.. ° o ' I I F// ,/ .7/1'� l a I EA'I 1 EA 649.27.10 -/ / ti REVISIONS DEBORAH L. E P.E. I� / E7)Al�TG14 CO� • SHEET DATE DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 58624 ORANGE ��+�'�ASPIREON CONSULTING GROUP, INC. GOVERNMENT 1 S IGNALIZATIION PLAN 8V1 DOVIEDO:. FLOG TERRACE S; ; FLO OFA 31765. /VL/v ){ �T R I n T-9 CERTIFICATE AUTHORIZATION: 28739 J • • s05Us$ 50AI£5 sF1555 srnes SIGN NAME'A I0TY12 NQN STATION(S) SIGN 14.414EI B I0TYI I ' STATIONS) PANEL BORDER IMO PANEL 'BORDER none WIDTH 8'-0• NIDTH I.25' ORANGE COUNTY LOGO WIDTH WIDTH _ TRANSLUCENT GREEN LEAVES On!EC-SERIES 1170 DR B'-0' I.25' HEIGHT 2'-0' RADII 0' F09IYALENl GREEN FILAR 6 ORANGE fax Ft-SERIES HEIGHT RADII - ttad DR£INNVALENrXI,GE FILHI ON TRANSttKENT 2'-0' 0' LEGENC WNIIe COLOR While MAN..GRADE PRISMATIC REFLECTIVE SHE£TtNGNAtENr LEDENC While COLOR White COLOR Green _ 8_a" COLOR Green SYMBOL(S) ANGLE X Y WOO HT SYMBOLS) ANGLE X Y WID HT 8 O" 0C LOGO 0 6 55 10 13 - 5.5 --�---------�_ M8" V 8" 40771e 0 90 15.2 13.3 0 12 __ - ii 13 Q CIarcona-Ocoee" -8T.... 3"C AR_TrRe D 270 79.4 '2a a 12 ' 0 2.75" 8„' ■ i , I 8 Dt2.7S" 55"= 80 �73 N 2.5"8"DI • 2.5,1 - 2.75„• 18" 2.75„ ssa 1 NP°Ds°s IrEr,sLi GMAT 517E I Amy 6.1" 83.9" 6" s r law; f coLNMN SITE v c 1 PD°`�;M`°�Ll I ��T� 87" . GREENTRANr GREEN BA11(30 ND ERIES tR'TED OF GRF£N TRANSLUCENT FIUI(3!1 EC-SEatFS iITO OR SHEEIIRO 1391 VIO SERIESG39981 OR£OVIVt41tNT) YE LREEtliTtRAA'SL{LJCENI FI�LAI/G3lDI°EC-SERIESR StJO OR SHEET NG I ON P-EERIE LRADE PRISNATtt RFFLECTVE SHF£rtN6(EM V(P-SERIES 3990 OR EOUIVAtENT) • !NO,OF LIGHT FIXTURES' ''FIXTURE SPACING' !PHOTOMETRIC CURVE - 'WATT! 'VOLTAGE' NO.OF LIGHT FIXTURES' • 'FIXTURE SPACING' !PHOTOMETRIC CURVE I IWATTI 'VOLTAGE' COPY C I r c 0 I a 0 ( 0 e e R^ Cr I COPY I n 9 r a R d L ' SPACE W425.3 27.4 325 35.9 40.6 45.0 51 557 59.4 65.4 70.1 75.1 80 06,1 88.3 70,6 SPACE '31,7 34.8 Aar 47.1 50.7 56.0' 64.7 69.7 76 49.1 . U COPY ' _ COPY '1. A e e nl e n d a L d SPACE SPACE 4.5 10.1 15.2 21.9 250 31.8 39.3 44.8 50.5 35.6 62.1 71.5 709 • COPY COPY ii SPACE SPACE COPY COPY '++ SPACE. SPACE COPY COPY NI SPACE - SPACE 1 . 8 a COPY COPY - SPACE • SPACE a Ca SIGN!NAMEIC IOTYI 1 NO STATIONS) SIGN NAME! IOTYI NON STATIONS) 12 PANEL BORDER mow PANEL BORDER 01 WIDTH 8'_00 WIDTH 1,2S• WIDTH WIDTH HEIGHT 2'-0' RADII G. HEIGHT RADII 8, LEGEND Walt. COLOR Rolle LEGEND COLOR g COLOR Green 8'-0" COLOR N SYMBOLS) ANGLE X Y WOO HT F' I SYM80L(5) ANGLE X Y WID HT 1_ A9.rYPe D^ 90 4,5 133 8 12 T 2.75" s i ' 2.75„ - " AR_rrPAD n0 >as 2a a 1x 2,q' 8"1 ' Lake Meadows 18"D, 2.S" ¢ • • ry 8"DI 1 In•ram Rd •9' [8" 2.75" a . a-2.75" 8 st7ro 1 POSTS IrEF NrFI COLUHi SIZE 1 NEN 419 . ' 87" N N 1 POSTS Irlo(Nr3j COLUlO 612E I NENLTH TRANSLUCENT GREEN lACXGROUNO CONSTRUCTED OF ti GRFFN TRANSttKENT FILM(3N E[-SERIES lLSO DR 2 FOUNAt£NT)DN DIAMOND GRADE PR ISNATtC REFtECTtV£ O SHF£TtN6 t3M VIP-SERIES 3990 DR EOU/VAt£NT) W NO.OF LIGHT FIXTURES' !FIXTURE SPACING! I PHOTOMETRIC CURVE I !WATTI IVOLTAGE! NO.OF LIGHT FIXTURES! I FIXTURE SPACING' 'PHOTOMETRIC CURVE I I WATT{ I VOLTAGE W COPY L a 1 a Al e a II P ,Y F L COPY .SPACE 20.6 .26.2 32.3 38 42.7 47.7 55.4 60.9 56.6 727 70.2 87.7 70.9 SPACE r. F- COPY I n 9 r e m R d L COPY ' - Al,„ SPACE' 13.5 16.5 22.5'28.9 32.5.38.5 46.5 51.5 57.8 ' 40.1 SPACE - IS COPY ' COPY P. SPACE • SPACE 0 COPY COPY t5 SPACE SPACE 8 COPY COPY . - SPACE , • SPACE COPY COPY ti SPACE . SPACE . l 0 S REVISIONS DEBORAH t. GRAEBER, P.E. �j��� �ryy ix F/�{�y� DATE 'DESCRIPTION DATE DESCRIPTION P,E. LICENSE NUMBER 58624 I-\ ' ORANGE COUNT SHEET NO. A 821 PALMETTO TERRACE 4P CONSULTING GROUP, INC.• ;GOVERNMENT GUIDE SIGN WORKSHEET 21 OVIEDO,.FLORIDA 32765 / I L 0 R I. .D A T-70 • CERTIFICATE OF AUTHORIZATION: 28739 J RISERS SDATES VINES STILES D-CAM ON MAST ARM SPD NTS 1;�t� 1l �H DETECTION CAMERA 2'SCHEDULE 80 ....... MAST ARM MOUNTING ARM Ia SEE D-CAM CAMERA • DETECTION CAMERA COMMUNICATION CABLE MOUNTING ARM DETAIL (SHIELDED)INSIDE PIPE HANG CABLE a El . MOUNTING BRACKET - -,......IIf.•.............. i(i$} =, (PER'MANUFACTURE CIl RECOMMENDATION) • DRILL 3"s"HOLE AND .)4i INSTALL GROMME "DRIP LOOP Z. __ • ii h w a D-CAM CABLE D-CAM MOUNTING ARM DETAIL w (SHIELDED)INSIDE POLE MAST ARM MOUNTED z SIGNAL CABINET b 4 HAND HOLE 2 2D2 Q N 1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII. U 1LVJ MAST UPRIGHT 4 U D-CAM CABLE o G CONDUIT D-CAM CABLE w N W NOTES: y 1.DETECTION CAMERA COMMUNICATION CABLE SHALL BE SHIELDED CAT6e PER THE MANUFACTURE , RECOMMENDATION.MAXIMUM LENGTH IS 30a OF CABLE WITHOUT A REPEATER. F 2.MOUNT DETECTION CAMERA ON THE SIDE OF POLE NEAREST INTENDED FIELD OF NOTE: 0-CAM CABLE o VIEW AND AVOID OCCLUDING THE VIEW WITH THE POLE. 1. WIRE ACCESS HOLES SHALL NOT EXCEED I"DIAMETER RUNS DOWN WITHIN STRUCTURE AND SHALL INCLUDE A RUBBER GROMMET.ROUTEig STRUCTURE 3.DETECTION CAMERAS WILL BE ATTACHED TO PROPOSED TRAFFIC SIGNAL STRUCTURES. COMMUNICATION CABLE(5)THROUGH MAST ARM. 2. SEE PLANS FOR MOUNTING LOCATION REQUIRED. I METAL PLATE WITH 4.DEVICES MAY BE MODIFIED ON A SITE BY SITE BASIS. Vs"DIAMETER GROMMET v CONTRACTOR SHALL MARK OUT VERTICAL 5.DETECTION CAMERA TO BE ORIENTED TO AVOID OBSTRUCTIONS AND THE DETECTION CAMERA 3 PRIOR TO DRILLING HOLE FOR GROMMETS.REINFORCEMENTS GROMMET DETAIL o MOUNTING ARM.CONTACT FOR WITH ANY QUESTIONS. w REVISIONS - ~ • DEBORAH L. GRAEBER, P.S. SHEET DATE' DESCRIPTION GATE DESCRIPTION P.E. LICENSE NUMBER 58624 • IORANGE COUNTY ASPIREON CONSULTING GROUP, INC. �! - t GOVERNMENT NO. 821 PALMETTO TERRACE /1 CAMERA MOUNTING DETAIL OVIEDO, FLORIDA 32765 I`+ R I D Il T-]1 CERTIFICATE OF AUTHORIZATION: 28739 1' SUPERS SPATES STINTS STILES • DETECTOR CHART DETECTION ASSIGNED TO ZONE ZONE DELAY CHANNEL ETHERNET SWITCH CAMERA/RADAR MOVEMENT SIZE (SEC) # ETHERNET CABLE _II='1_—fA.P.`'07..1 2 V025 6 X 40' CH-9 -{ 2 VD22A 6'X 150' CH-3 e VD2213 6'X 150' CH-4 VI 3 VOZ3 6'X 40' CH-5 VO23A 6'X 15' CH-6 DETECTION CPU PROCESSOR. ; VOZB 6'X 40' 5 CH-13 ETHERNET 8 PROTECTION i I IL7 III VDZBA 6 X 15' CH-14 MODULE t r•'.II"1 6 VOZ7 6 X 40' CH-7 8 ® NI 7 VDZ6A 6'X 750 CH-19 — ETHERNET --- AIRS I- -+Er, = CABLE € {... V2 6 VDZ686X 156 CH-23 ------------ --- -—itcs I LI CI VOZ4 6'X 40' 5 CH-7 ' T;.,,.. `,Ill,' 12 4 VD24A 6'X 15' CH-8 h•'II'"'7PI 2 R5 6 X 15' CH-21 D-CAM CABLIRNET RI 2 R2A 6'X-15' CH-t9' ti R28 6'X 15' CH-20 6 RI 6 X 75' CH-17 R2 REA 6 X 15' CH-23 �_., R6B 6 X 15' CH-24 DCAM • ETHERNET °i PROTECTION '$ MODULE cc 4 f EQUIPMENT SHOWN IN COMPOSITE - I o°oar F Rszaz� POE SPD{CCTV) CABLE q W DESIRED FINAL LOCATION. RADAR RS•sRsvn:1 /,,, DEVICE SEAVEF m COST OF RELOCATION OF POE INJECTOR(CCTV) �L --,'W U1LL..1IL b EQUIPMENT TO BE INCIDENTAL —El! pc SRC, z!'0 y TO EQUIPMENT PAY ITEM. - VIDEO PROCESSOR- ETHERNET SWITCH ' 1/— w DETECTOR RACK A,CM,7-76 L I DISTRIBUTION POWER UNIT u „e�^-PATCH PANEL• ,*i y "c'—' ..c, nRa..�.Rsz:z '' CABINET POWER SUPPLY {qB8L ggBq COMPOSITE ��7ronr E.-r '� f• Q :ti� 9 9 RADAR ) rN-1 RSmR SRO •.- - 4 '`"" DETECTOR RACK 8,CH.77-32 ,,,. STAND ALONE _ H � .x UPS CABINET `-p ,N 1Q � o]���qq1 /CONTROLLER' ' I ou MMU � .15• G ®' IIII i � Ui ' p Apo SIGNAL CABINET a 2 :o a 00 l�''�'`-�.,_ I. a I ��� e DRAWER,SHELF! \\—ETHERNET ��MOM : • CABLE , ID ga t 00000000 ® low ®�®® WIRING VIEW �S/GNALTRAFFICCONTROLLER p4tC' it • - IIIIIII IIII"t"°. IIII"N000 e NOTE: SEE FIBER SPLICING DIAGRAM FOR CONNECTION OF ETHERNET SWITCH TO FIBER OPTIC NETWORK. u FRONT SIDE Fw REVISIONS DEBORAH L. R, P.E. SHEET DESCRIPTION DATE DESCRIPTION P.E. LICENSE NUMBER 58614 IORAT �OUTMml CABINET DETAIL & NO.82 PEON CONSULTING GROUP, INC. 821 TERRACE GOVERNMENT OVIEDOFORIDA32765 L RI ) A WIRING DI. GRAMT-]2 CERTIFICATE OF AUTHORIZATION: 28739 RISERS SORTER srruEs SFILES . LEGEND ) . PROPOSED FUSION SPLICE IS( BREAK EXISTING FUS10N SPLICE CI ) BUFFER TUBE 0 EXISTING FUSION SPLICE p EXISTING PRETERMINATED CONNECTOR ASSEMBLY — PROPOSED HOER O PROPOSED FUSION BUTT SPLICE ■ PROPOSED PRETERMINATED' �- (COLOR TO COLOR) CONNECTOR ASSEMBLY —— EXISTING FIBER ® EXfSTlNG FUSION DUR SPLICE N UNTERMINATED FIBER SM JUMPER (COLOF TO COLORI PAIRS 11111 ■ 1 I 1 NI tissuttYaal "IN • L®I 11111 EXISTING FIELD FIELD TERMINATED ETHERNET SWITCH PATCH PANEL FIELD ETHERNET SWITCH EXISTING SPLICE VAULT SPLICE ENCLOSURE r . . 6 ----� _ d 11 --- 4 II II II II _ II o II — t - — II h . z I 8L(i_12)„ _ - H . - - — •,8L jLa2J I SR I 1 `-' ---- _— ----..----.-...---- --- .-...... ...._.-._._ ... _ — —I I w e-ate. __L • 1 I w w orur L'' pR"].3?4n.,f-w.,+.,nr_—__._____—____.._._.____._..._..____________....___t__'?'==w• _ _ v.:um LI I I _, r = 1 1it I I t= — -- — 1 1 M 1 GR(25 36)� _ - t .�. —- • ry _ R 25-36J I m o 71 I z `m FA 1 i FA wl V , ,,.nwr I x I L5 I - I ti I I ,< ----V V---- m PROPOSED . 12 SM FOC i'-.- DROP t W 547 atyy Essi tin - wH. IIIiI lIln, • N 1� o 0 SIGNAL CABINET U CLARCONA OCOEE R INGRAM ROAD/LAKEO MEADOWS CD ROAD w STA.29t88.81,53.09'RT ORANGE �7�7T{�{T S. REVISIONSE DEBORAH t C. EGRAEBER P.E. ORANGE COUNTY S DR7E OESCRtFT70N DATE DESCRIPTION irk SHEETP.E. LICENSE NUMBER 58624 NO. 821 PALM CONSULTING GROUP, INC. GOVERNMENT SPLICING DIAGRAM B27 PALMETTO TERRACE OVIEDO, FLORIDA 32765 FLORIDA T-13 CERTIFICATE OF AUTHORIZATION. 28739 RISERS SOULS STI#ES SPACES • - I % I % \ E D C B A ' I H5 I H4 I H3 H2 a 10 - o �o o . .-.CI .. 1Ej. BENIrjaimmi*:::•1111[1jIMIMMINIMII 1 T T T T 1�1 7 ❑I t I. . II T . ❑I T O t ❑' SIGN A • 5�,F�W5"" 4 Wd-+- 3 p W3-"-- 2..r. -"-W2-.- ARM I ARM I ° "� '�� I I W7 I MOUNTING i< TOTAL ARM LENGTH 1 HEIGHT �^ ' n (ARM M.H.J ,^-'u- i 1 TOP OF FOUNDATION ELEVATION HI gi • PROVIDE 17.'-6" MINIMUM, 19'-0" MAXIMUM VERTICAL CLEARANCE TO ALL SIGNALS AND SIGNS PROVIDE CABLE CONDUCTORS AND HOLES FOR BOTH THE CURRENT AND FUTURE SIGNAL CONFIGURATIONS SHOWN BELOW. - • DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY "" DENOTES R-RADAR VEHICLE DETECTION, D-GRIDSMART BELL CAMERA. C-CCTV CAMERA R " FOR THE FUTURE-LOAD WITH ADDITIONAL 4 SECTION LEFT SIGNAL ON MAST ARM A,,B&C. ALSO, BLANK-OUT SIGNS IF NEEDED ON MAST ARMS A, B, C&0 AND STATIC SIGN (30"X 36") ON MAST ARMS 8, C&D. x i 0 SIGNAL DATA DETECTION .. SIGN' DATA i 151 roE of liDNY axx ED. DISTANCE FROM POLE TOTAL AM1YitE DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN ID SHEET LOCATION 6RWND WUr Arch CROWN SIGNAL PLATES SIGNAL OTT ARM 0.4EN NO. NO. BY STA. ELEVATION ELEVATION ND. ELEV• VIM TIN rim y y. y. * LENLTR MN-DUAL ARMS I * 2 3 r 4 5 6R D C 0/27. A H1 WI B H2, W2 C H3 W3 D H4 W4 0 A T-8 28+78.95, 79.51' LT 140.34 141.34 I 141.39 V Y N 42.0 3 48.0 3 52.0 3 40 49 20 70' 21.5 5 2 8 2 , v - 8 T-8 29+98.11, 70.13' LT 141,37 141.37 1 141.64 V Y N 25.0 3 35.0 3 36.0 3 50' 21.5 72 2 8 2 _ _ _ - C T-8 29+97.76, 63,26' RT 137,80 138,80 1 139,90 V Y N 37,0 3 47,0 3 52.0 3 50 54 60' 22,0 17 .2 8 �" 2 . w D T-8 29+35.94, 83.29' RT 138.90 138.90 1 139.53 V Y N 24.0 3 26.0 4 35.0' 3' 46.0 3 50' 21.5 12 2 8 ' ' 2 ... A T-8 28+78.95, 79.51' LT 140.34 141.34 1 141.39 V Y N 42.0 3 48.0 3 52.0 3 69.0 4 40 49 20 70' 21.5 5 2 8 II 3 3 o 2 b ul ... 8 T-8 29+98.11, 70.13' LT 141.37 141.37 1 141.64 V Y N 25.0 3 35.0 3 38.0 3 46.0 4. 50' 21.5 12 2 8 I5 3 3 41 3 2.5 ... C T-8 29+97.76, 63.26' RT 137.80 138.80 1 139.90 V Y N 37.0 3 47.0 3 52.0 3 58.0 4 50 54 60' 22.0 17 2 8 : 30 3 3 56 3 2.5 ... D 7-8 29+35.94, 83.29' RT 138,90 138.90 1 139.53 . V Y .N 24.0 3 26.0 4 35.0 '3 46,0 3 SO' 21.5 12 2 8 20 3 3 32 3 2.5 w 2 .. _ - . w F . 6 . U U . 0 C w _ REVISIONS DEBORAH L. GRAEBER, P.E. RANGE COUNTY SHEET DATE •OESCRIPTION DATE DESCRIPTION I ORANGE . P.F. LICENSE NUMBER 58624 • ASPIREON CONSULTING GROUP, INC. �( 1qn y NO. 821 PALMETTO TERRACE (I "/ GOVERNMENT MAS T ARI TAB ULATION OVIEDO', FLORIDA 32765 ' • F Q It I D 11 T-14 CERTIFICATE OF AUTHORIZATION: 28739 (-I SD5ERS SDAIES MATES 'FILES • STANDARD MAST ARM ASSEMBLIES DATA TABLE Table Date: 09/18/2020 STRUCTURE FIRST ARM SECOND ARM POLE , SPECIAL DRILLED SHAFT ID DESIGNATION ARM. FAA ARM FAA (dog) (deg) POLE UB . SHAFT LENGTH SHAFT DIAMETER RA RB RC RD NUMBERS ID (fr ) TYPE (ft.) ID (ft.) (ft.) DA (ft) DB (ft) fin.) A A705/H-P5/S A78/5/H , P5/5 24.5 21,5 20.5 5 11 19 6 8 B A50/5/H-P3/5 A50/5/H P3/S 24.5 22.5 17.5 4.5 17 15 6 8 C A60/5/H - P4/S A60I5/H • P4/S 25 22 21.5 4.5 II 15 6 8 ' D ASO/S/H P3/5 ASO/S/H .. .P3/S 24.5 21.5 20,5 4.5 II 15 6 8 • TABLE NOTES: 1,If an entry appears in columns"FAA"and"FBA",a shorter arm is required. This is obtained by removing length from the arm tip. For these cases the.mast arm length shall be . shortened from"FA"to"FBA". 2.If an entry appears in columns"UAA"and"UCA",a shorter pole is.required. ' This is obtained by removing length.from the pole tip. For these cases the pole height shall be shortened from"GA"to"UAA"and'tile pole tlp diameter shall be increased from"UC"to"UCA", 3.The foundations for Standard Mast Arm Assemblies based on the soil properties described in Report PR,GEO-R019043 from Nadic Engineering Services,Inc.dated September 11,2020. SON TYPF FFFFCTIVF UNIT WEIGHT FRICTION ANIil F SPT N-VA111F MAST ARM A: SAND 44.5 29.4 B.0 - MAST ARM B: SAND 43.9 29.3 10.0 MAST ARM C: SAND 44.3 29.3 9,0 MAST ARM D: SAND 41,9 28,9 7.2 GENERAL NOTES: 1.Work this sheet with the Signal Designer's"Mast Arm Tabulation". See"Mast Arm Tabulation"for special instructions that include non-standard Handhole location,paint color,terminal compartment-requirement,and pedestrian features. • - - - 2.Work with FOOT Standard Plans 6,49-030 and,649-031. - • • REVISIONS • DATE DESCRIPTION DATE•• DESCRIPTION PETER J. MEDICO, P.E. W•-1. SHEET P.E. LICENSE NUMBER 86423 I `Y 1/11f�1�t7.tJ�OL.11Y11 STTANDARD PL4S 'ARM NO. METRIC ENGINEERING, INC. GOVERNMENT ASSEMBLIES DATA TABLE LAKE TECHNOLOGY PARK, SUITE 153 . MARY, FLORIDA 32746' / `' F" I. 0 R I D A T-I.rJ /Albert....,' .• 9/IB/2020 2,9:03 PM ,OrlOalahouse\o\Shares\ORLOATANOOSEWalaSharel\05.HOME,StrenuresVllstellaneo.Struclure.Orange_COunl, LEGEND Boring No.: MA-A MA-B 1r i)t?;i Station. 28+93 29+94 SAND" r`L -'r Y 5 . r I" * Offset: 98'LT 80'LT SSAND t` Elevation: • 142.7' 141.4' S . ..„ Date Drilled: 08/26/2020 08/26/2020group symbol " ,("-A°� :, •" (SP) Unified soil classification i `et 4 I. . ;.m 'qa(s, (%)(FM 1-T265) r W= Natural Moisture Content * ` l „ -200= Percent passing no.200 U.S.standard sieve (FM 1-T088) ';vh., ,, "'r •; r OC= Organic Content(%)(FM I-T267) , ,,, , i , _.. , ,„ . J r t LL= Liquid Limit(t)(FMl-T069) Ingram Road ` sr:'' ( - PI= Plasticity Index(its)(FMI-T090) •t t s n , ® : .. r -. sot t Groundwater level encountered on date shown i,,w ...it' ? ,-,,,:„..4 rtr j, a 145— '' , —145 ,SL Estimated seasonal high groundwater level N Approximate SPT boring location x i� . u a .: Grayish brown to dark brown fine SAND, a ` +�' :- ,k , "' w ,r 3 ; trace roots/limerock fragments,(SP) N Standard Penetration Test Dal Ki n �1� ...>, Brown to Pate brown fine SAND,-`1� r "1To�'H k,g; - -dark brown N Standardpenetration resistance in blows per foot •t i- hr4 "t*A�` •"j` - -'^'o' }` 140— 15 -I',...;„ trace siltho imeroc ,( ) 140 1P ofsll' ks SP (18"spoon ASTM D-1586) ` - u = 2 -'._'";':'i. -: : -pale brown Spoon Inside Diameter 1 3/8 in. 4 -pale brown p a 8 +' - r" 9 -'..• _ Spoon Outside Diameter. 2 in, h r „£ J'� -;. _ oensnozo 5-- _,ir ^.:_pale brown with yellow stain - ASTM Standard Drop Safety Hammer ' .X E (Rope-Cadtead) , c t `k � ,;`41 _g _ 11 - Average Hammer Drop 30 in. A ,. �+• b• `•: far, q 135—"200=2 aenanozo -,y:';, 35g) Hammer Weight 140lbs, m ,,, . ,$ ,9^< r `*' " t ' > - - 6 - q NOTES q 6 $ z g i-light gray z a a. - • ,, rn r / I- _ 1, Standard Penetration Test borings were performed ; - la - 6 - _ w in accordance with ASTM D-1586.Standard as_ ta - — - tut Penetration Resistance are shown en the borings at �, iaR Z - - Z the test depths in blows per foot unless otherwise q 130— a` Z yt i, Brown fine SAND with silt, 130z noticed H fr 0 .. h� ,. - (SP-SM) _ Drak brown fine SAND with silt, - 2. Subsurface conditions abases en the boring do not U ' +7/. �, 5+ `s S ° �4't � Y > ;):'• trace limerocks, $P-SM ? represent conditions between boring locations. y Fs, y-�,""f "'" -- i1, "'yi'- + w _ *,;� J_::;;,*` ( ) _ Actual conditions between the borings may vary Ciareana•Ocoee Road " k w ::; .> 17 u� from those shown, to P Ws'' t' :?—`.- t r y "4 t b1 -- , �a1-; 125— - —125 3. Unified Sail Classifications shown on the boring are q g '-- '' .y: " t - m ,34 _ _ based visual examination and limited laboratory LI ~ `i ., brownish yellow,no testing n p „ --. II } - 16 '`'i limerock fragments - GRANULAR MATERIALS " Si F 'j `""� - 00 6 _12_ - Drop Safety Hammer Automatic Hammarl�, :t rr -.s;... _ RELATIVE SPT SPT r > 120— -;t....a..'-light brown ,". —120 DENSITY (BLOWS/PT.) (BLOWS/FT-) r ( f Very loose Less than 4 Less than 3 1.- Lake Meadow Road . )ti Ii p 4 1 9 I Loom 4.10 3-7 os lb V _ q t{ •. ..:. .-,_,`• M1."-.,:, Medium Dense 10-30 7-21 W i x ' , 4. „`"2 v 4,t"�i' - , , _ Dense .. 30-50 21-35 w t .., * �, f,; �t -�, ;� i% M1 Very Dense Greater than SO' Greater than 35 t. o - 1.a.. f - 115 :+ - �115' SILTS AND CLAYS ' • O NOT TO SCALE `W=23. - ~l k.V ' _light brown,trace limerock - Drop Safety Hammer Automatic Hammer 9,y' 3 _ -200=7 9 j : fragments _ SPT SPTLi CONSISTENCY (SLOWS/FT.) (BLOWS/FT-) "3 m• QUADRANGLE: WINTER GARDEN,FL -. Boring Terminated @ 13 J Very soft Less than z Less than 1, a SECTIONS: 4&5 - Elevation 112.7' • TOWNSHIP: T 22 S 110— ASTM Automatic Hammer Boring Terminated @ —110 Firm 4-8 3-6 o RANGE: R 28 E Elevation 111 A' stiff 8-15 6-11 ta 71, Photo Issue 2018 ASTM Automatic Hammer Very stiff 15-30 11-21 t Hard Greater than 30 Greater than 21 re REVISIONS NAMES DnTFS GODWM N.TMAD7.PhD.P.E. stiEET t'TLE: Ihavav by: DH a94S-tom �o ORANGE COUNTY, REPORT OF SPT BORINGS-SIGNAL STRUCTURES > RtTE eY DESCRIPTION DATE BY DESCRIPTION FL REGISTRATiONNO.SaGi7 6 t9,c.4. (INN 19-08-2020 NADIC ENGINEERING SERVICES,MC. IP • FLORIDA tJ D..—,by: N/A N/A Ot N.stART.FL}ULEVARD (' COUNTY saosrcT NO. PROJECT NAME: SHEET NO.1- O Checked by N/A N/A PH(4a7)521-0771 FAxtao7)s21�772 C SUN Y, ORANGE Y19-Io77-CH INGRAM ROAD @ CLARCONA OCOEE ROAD w z Mevedby MN N ADI CCERTIFICATEOFAUTHGRtZATIONN0.8214 a,.v:u a n,. SIGNAL DESIGN- T-16 m a • - NADIC Project No.PR.GEO-RD19043 • • LEGEND Boring No.: MA-C. MA-D fiFF,'lb; �, Station: 29+97 29+32 SAND SILTY t IL f , + Offset: 62'RT 90'RT ,4 2, , ` qh,, Elevation: 138.2' 138.9' SAND w:t. 9 M. ,., It' :, Date Drilled: 08/26/2020 08/28/2020 (SP) Unified soil classification group symbol `' > • „C� % + ,,;` W= Natural Moisture Content(%)(MI 1-T265) ;, n'^i' #, -200= Percent passing no.200 U.S.standard sieve ` "; .; `r. �Sr',$2 1 ..ou _ (FM 1-T088) L - , T�' "",r, OC- Organic Content(%)(FM I-T267) A'a"" � • e^a - LL= Liquid Limit(%)(FM1-T089) e pr T` '``• r-� � .nM"r 1. 140— —140 PI= Plasticity Index(%)(FMt-T090). Ingram Road :f a ' "A'-+' " '• 5ry� - N _ Groundwater level encountered on date shown Reddish brown to dark brown fine SAND, Z0 o A}r "` ,'by, Y y "` - N • •, Brown to Yellowish fine 7 - ;q trace silt/limerock fragments, SP - . - Estimated seasonal high groundwater level g 7 SAND,trace silt,(SP) Dark brown fine SAND with silt, era_ Approximate SPT boring location �m r .4, , ,t A" Vt,..', 'l ' "' - fine SAND with ��''._ Brown ne 11 •, SP-SM) _ s'-" ` " 1 135— 5 silt,(SP-SM) '.'t'_light brown —135 3 .. Yr.rtR 9i a P .. .x ''''0 - C7 -- ` -yellowish brown �_'t".'' _ Standard Penetration Test Data 14 v -a t3 • u?.`f' "r-, - 2—�'• °i` ..S"%-brown _ N Standard penetration resistance in blows per foot m % -� a. +. light gray _ (18"spoon ASTM D 158G) .d„i--' 0. :.. ee/t2o 2 Spoon Inside Diameter 1 3/S in. o *� 'n 0 - 3 -::a_` `-dark brown - j Spoon Outside Diameter 2 in. "' . «ram r'!'r Z 130— ;tt'f it Dark brown silty SAND, —136Z ASTM Standard Drop Safety Hammer U n Aa ' rT +� *?.� at` rG'•� ' y 1- W= 19 7 ,�iyitiiv, (SM) 3—.µ�i,�` _ .�, (Rope-Cathead) te X , a >•-, W 1 r✓� i, u1 Average Hammer Drop 30 in. .r gtc94 is, w - -200=12- --.Ti•i1is ( - to Hammer Weight 140 lbs. a ' 4'' 111 OC=2 1, r u. g m i e ,"t •`` q� h1 i d f z S}Tar"/fii -'l, Z NOTES 4 ,', k� - Z ,1000I x; • �,raY,t' Brown silty SAND,{SM} p TMJ" aC'� ®fl O itir4 -light brown �I I O. p 1. Standard Penetration Test borings were performed ,, M. a. y.,, . . Tr-.. 125— �4ttsrrti 1l1'rtt'` 12 t3 ;7' -#..'a4 ,, t a �asrtl 1 1$111t 5* in accordance Resistance ASTM shown.Standard Si r, i 4 1.] W=23 8 i t i t7 _ > a .' .. �''^� > - �i ,,I.vi _ zflt.Tt - Penetration Resistance are shown on the borings at £ `, y J 12�11a,1t+ -200=15 WO, m the test depths in blowsper foot unless otherwise ce r - 1f.l) E 1 _ tu P O ' �` _P" 0 i , # u! t`ilt'I nti T�'jtirjr' u) noticed �¢ ri 1' - 0 }i'i,`j ti({ -j`'tiit -light brown 2. Subsurface conditions shosm on llte boring do not 1• i1�i4iS� pi}ii t•1 tgu. t t 1 r x k i re resent conditions between boring locations. = s w+ s Olt` _t,ittll{ t o t(. p t II t *-. 120— _fi+t m _.,, r-.,..f.a- ,t7:sr,G r,taiy§ tItlts.t —420 ActunleandiiionsberiveenttteboringstDayvary C(arcona Ocoee Road er G 15—,} I+i•r from those shown. -,,. y 1 t - b,.•^" + 13-1}i il)'I Ne..ik'. 5 y ':1" t *t 4 '� - '41k11( -ElE4`tFt' - 3. Unified Soil Classifications Shawn on the boring are c� "" c�M1Fi, T F1 t o ^' /'J•5, a I,,,• * _ -t.t,•11Fi, 14F'Ety,i' based on visual examination and limited laboratory - r 4 ` i - -418t1 tit Brown fine SAND with silt, testing u ° r _ • Yellowish brown fine SAND GRANULAR MATERIALS /'. 14 c 115— (SP-SM) �115 .x+ - - with silt,(SP-SM) a .% c,, o f y. _ 2 _ - Drop Safety Hammer 'Automatic Hammes u - - r` 1 ,..,�".P) _ 3 RELATIVE SPT SPT ' Lake Meadow Road, '� w t'a y... k t"+t� r^ - DENSITY (BLOWS/FT.) (BLOWS/E•TJ 1„ r ,ft .90V0 9(05-bg e 4 t'' -light brown very loose Y v ',..,^' °i a d l'rc M; :'": -light blown - Less than 4 Less than 3 ram. Loose 4-30 3-7 w,r A "r C" a i,l I t :,-4.-. '" 110-- 10— W=22 ., —110 Medium Dense 10 30 7-21 iii d t• i,i.�"`�" -• r""'* '3.(rt` "'1` `. ! ' �3' i•"-r M1'p+" `" y. �. 12 ^, -200=5 17 Very Dense Greater tbae 50 Greater than 35 0 . +AY' -.. L� t t Y'.1-. - ..:::''• SILTS AND CLAYS N r Boring Terminated @ o - Boring Terminated @ Elevation 108.9'. - Drop safety Hammer Automatic Hammer NOT TO SCALE 8 3 - Elevation 108.2' ASTM Automatic Hammer SPT SPT 105— ASTM Automatic Hammer —.1Q5 CONSISTENCY (BLOWS/FT.) (BLOWS/FE) y7 g QUADRANGLE: WINTER GARDEN,FL vow on Less than 2 Less than 1 ti a"`. SECTIONS: 4&5 sou 2-4 1-3 TOWNSHIP: T 22 S Firm 4.8 3-6 o ll RANGE: R 28 E Stiff 8-15 6-11 ei A Photo Issue 2018 Very Stiff' 15-30 11-21 ti Hard Greater than 30 Greater than 21 W_ REVISIONS / NAMES DOTES r GoGWMN.se1AI)t.PhD»PE.� F� seslcT TITLE: Denim by: DII uaasanz°l , �t�t7 ORANGE COUNTY, > DATE 9Y DESCRIPTION DATA DY DESCRIPTION FL REGISTRATION NO.50617 REPORT OF SPT BORINGS-SIGNAL STRUCTURES to c6��t<e ey. oNN oaos:°ro NADtc ENGINEERING SERVICES.INC. ►; 4 FLORIDA as Dastnet by. N/A N/A 601 N.HART BOULEVARD COUNTY PROJECT NO. PROJECT NAME: 1- U ORLANDO•FL 128I8 )' SHEET NO.i... Q r'�-'awM N/A N/A PH(407)7477I FAx(4a7)sxta77+ !FA ORANGE Y19-t077-CH INGRAM ROAD @ CLARCONA OCOEE ROAD -�u Z_ hpprmMby: ONN N ADI CCERTIFICATEOFAtJTHORiZAT1ONNo.6214 T-s,,x r n.. SIGNAL DESIGN T-17 i. NAD1C Project No.PR.GEO-RD19043