CN-550000-ASY89-00020000.pdf

$330,000.00, Flagging & Signals

$0.00 $330,000.00

$0.00 $330,000.00

DocuSign Envelope ID: CD59E24E-E1D7-46D3-9376-3AF5AF31BBB2

03/01/2024 | 11:38 AM EST 03/04/2024 | 9:10 AM EST

The Company shall:

EXHIBIT A

725-090-04A

RAIL

OGC-1/21

Page2 of4

1. utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Company during the term of the contract; and

2. include an express requirement in any subcontract that subcontractors performing work or providing services pursuant to the state contract utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term.

EXHIBIT B

The Company shall:

725-090-04A

RAIL

OGC-1/21

1. adhere to all Buy America requirements (23 CFR 635.410) to ensure that all manufacturing processes of steel and iron occur in the United States; and

2. ensure that prefabricated items that contain steel must also comply with Buy America; and

3. provide Buy America certifications that include correct language, project information, and the material's delivery date.

The Company understands:

EXHIBIT C

725-090-04A

RAIL

OGC-1/21

Page4 of 4

1. that while FHWA 1273 does not apply to force account work performed by rail companies, FHWA assistance is subject to Title VI (42 U.S.C. § 2000d et seq); and

2. requires appropriate assurances by providing an executed Title VI / Nondiscrimination Assurance, including Appendices A and E.

To: Michael.Pokers@dot.state.fl.us

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASY89

2/20/2024

CONTRACT INFORMATION

I contract: ASY89

Contract Type: AC - RR CROSSING-PE/INSTAL (RR-XING/PE)

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT lvendor Name: CSX TRANSPORTATION, INC.

Vendor ID: F546000720022

Beginning Date of This Agreement: 02/19/2024

Ending Date of This Agreement: 12/31/2050

Contract Total/Budgetary Ceiling:

Description: CO #1 PE Review Construction CEI Flagging 443368-3-57-01

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR JASON ADANK, CPA, COMPTROLLER ON 2/20/2024

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55074010706

Expansion Option: A5

Object Code: 563000

Amount: $330,000.00

Financial Project: 44336835701

Work Activity (FCT): 127

CFDA:

Fiscal Year: 2024

Budget Entity: 55150200

Category/Category Year: 088716/24

Amendment ID: W001

Sequence: 00

User Assigned ID: C0#1

Enc Line (6s)/Status: 0001/04

Total Amount: $330,000.00

Page1 of 1

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CSX TRANSPORTATION NEW PROJECT INITIATION FORM

Please provide the following information so that CSXT is able to accurately and appropriately process the project setup and billing.

Is this project associated with Federal funds?

Is this project associated with State funds?

Please describe the funding source for this project (i.e. INFRA, Section 130, State, County, Private, etc.).

Project Requirements:

Buy America

Additional procurement restrictions (Please describe below)

State Suspended and Debarred (Note - All federally funded projects are already monitored against the federal sus/deb listings)

Davis-Bacon (Please only check this box if this is a construction project that may be performed by an outside party)

CSX is subject to a state single audit as a recipient or subrecipient of funds (The only states that should apply here are FL or NC. FL must provide completed form DFS-A2-NS.)

Other If you selected Other, please describe below. Only complete this section if this project is associated with Federal and/or State funds.

Project Sponsor Bill To Information

Agency - Sponsor:

Billing Address:

Contact Name:

Phone:

E-mail:

Invoice Delivery Method:

Project Location:

Project Description:

Sponsor Project Ref.

Number (If applicable)

Signature of Applicant* Please sign, this form to the authorized CSX representative.

Name and Title of Applicant

Signature of Applicant Date:

*By signing this form you are authorizing CSXT to incur costs and bill against this project. Should the project be canceled, CSXT will bill the Project Sponsor for the incurred costs. In the event the Project Sponsor is unresponsive for 90 days or more, the project will be closed;

and the Project Sponsor will be final billed for all project costs incurred.

Form Revision 7/ /23

EB3 (FL)

Contracted & Administrative Engineering Services 6,500$

Contracted & Administrative Engineering Services 549,716$

Days @ Days @

126.00% (Transportation Department) 160.00% (Engineering Department) 709,632$

1,153,152$

Temporary (Details Attached) Permanent (Details Attached)

Traffic Control MAN-HRS Remove Existing Crossing MAN-HRS Renew Cross Ties MAN-HRS Renew Rail MAN-HRS Install OTM MAN-HRS Install Field Welds MAN-HRS Install Geo-Textile Fabric MAN-HRS Install Sub-Drains MAN-HRS Install Ballast MAN-HRS Line and Surface MAN-HRS Install Crossing Materials MAN-HRS Install Bituminous Pavement MAN-HRS

MAN-HRS

MAN-HRS

MAN-HRS

Clean-Up MAN-HRS Additive 160.00% -$

EA

EA

Cross-tie - Borate EA

Tie plates Rail, 136RE, New LF Misc. OTM LOT Geo-Textile Fabric RL Sub-Drains LF Ballast - Car load NT Ballast - Trucked in NT Field Welds EA

Concrete Full Width TF Concrete/Rubber Xing (CSX) TF Rubber Crossing, Full Depth TF Timber/Asphalt Crossing (CSX Standard) TF Bituminous Material NT Sales Tax on Material 6.00% Material Handling 15.00% -$

Asphalt Paving (In Place) NT Disposal of Waste Materials TF Maintenance of Traffic DAY

DAY

Rail NT

OTM NT

Material - Shop Construction Labor Shop Labor RR Engineering,Preliminary RR Engineering,Construction Additives to Construction Labor Additives to Shop Labor Additives to Engineering Equipment Expense Waste Management Contract Engineering Freight AC Power Service Salvage

VAC TRUCK

263,101$

1,972,469$

10.00% 197,247$

2,169,716$ 70,000$

2,099,716$

Agency 2,099,716$ Railroad -$

1" • " ' t .. '

STA,-E OF FLORIO.,,.OEPARTMi:NT OF TRANSPORTATION OFFICE Of' PUBLIC TRltNSPORTA TION

RAILROAD REIMBURSEMENT AGREEMENT

GRADE SEPARATION

WPI NO: 7115955

COUNTY SECTION

I

JOB NUMBER ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FA}> NUMBER.

Cf�_, 14 070 I 6513 SR 3S(US 98) Pasc o 2-14070-2302 [L-343-1( 14)

THIS AGREEMENT, made and entered into this c9.. 7 day of .. 4:cce'.M'.6e".lt'.. , 19 93 by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION. hereinafter called the DEPARTMENT.and CSX Transport a tiQn, Inc.

a corporation organized and existing under the laws of _V......._i .... c�g...,i'-'o .... i .... a"'-----------�-..,........---with its principal place of business in the City of __,,J=a=c=k=s=o.un .... v"""'i'-"'I�l:..:e"'--------------:: _ ___, County of Duval State of �E.....-.1 .... a ... r .... iJ,d .... a..__ ________ hereinafter called the COMPANY.

WITNESS ETH:

WHEREAS, the DEPARTMENT proposes to construct a structure(s) and the necessary approaches thereto to carry a public road, designated by the DEPARTMENT as Job No. J 4070-351 3 Road No. SR 3S(US 98) between SR 39 (US 301) and Polk County Lin e across the right of way and over the track(s) of the COMPANY. at a point 1,848 feet south on from the COMPANY'S Mile Post AR-835 -C!s shown on the DEPARTMENT'S Plan Sheet No. --=1-=5 __ attached hereto as a part hereof. Said construction, when on the Federal Interstate Highway System, shall be accomplished in accordance with provision of the Federal Highway Act of 1'"956, Public Law 627 of the 84th Congress; and

NOW, THEREFORE, in consideration of the mutual undertakings as herein set forth, the parties hereto agree as follows:

1. The COMPANY hereby grants to the DEPARTMENT the right to construct and maintain the structure(s) and necessary approaches thereto across its right-of-way and over its tracks at the hereinabove referred to location.

2. The DEPARTMENT will provide, furnish or have furnished, all necessary materials required for, and will construct or have constructed said structure(s) and the necessary approaches thereto at its expense. Said work to be done and materials to be furnished in accordance with plans heretofore approved by the COMPANY. Upon completion of the structure(s) the DEPARTMENT will, at its expense, maintain the same in a good and safe condition.

621-619

3. All work contemplated hereunder shall at all times be subject to the approval of the COMPANY'S Chief Engineer or his authorized representative. The DEPARTMENT, or the DEPARTMENT'S Contractor, shall give the COMPANY'S Division Engineer and/or Superintendent at least seventy-two (72) hours notice prior to the performance of any work within the limits of.the COMPANY'S right-of-way.

4. The DEPARTMENT will reimburse the COMPANY for the cost of watchman or flagging service when the DEPARTMENT'S contractor is carrying out work adjacent to COMPANY'S tracks and whenever the contractor is performing work requiring the movement of employees, trucks, or other equipment across the tracks of the COMPANY, or when at other times the COMPANY and DEPARTMENrshall agree that such a service is necessary. Such costs shall be accrued and billed directly to the DEPAA1Ji1ENT as specified in Paragraph 7.

5. The DEPARTMENT will require its contractor to furnish Railroad Protective Public Liability and Railroad protective Property Damage Liability Insurance in a combined amount of $2,000,000.00, for all personal injuries, death, or property damage, per occurrence arising during the policy period. The maximum dollar amounts of coverage to be reimbursed from Federal funds, with respect to bodily injury, death, and property damage, is limited to a combined amount of $6,000,000.00 per occurrence unless approval for larger amounts by the FHWA Division Administrator is made a part of this Agreement. The DEPARTMENT will also require its contractor to furnish the c9MPANY a Certificate of Insurance showing that the contractor carries liability insurance (applicable to the job in question) in the amount of $2,000,000.00 for all personal injuries, death, or property damage, per occurrence arising during the policy period.

Such insurance is to conform with the requirements of the U.S. Department of Transportation, Federal Highway Administration, Federal-Aid Highway Program Manual, Volume 6, Chapter6, Section 2, Subsection

2. Transmittal 350 dated October 1, 1982, and any supplements thereto or revisions thereof.

6. The DEPARTMENT will bear the cost of all temporary and permanent changes made necessary in the COMPANY'S signal wire line or other facilities and in the wire line facilities of any utility that has compensable interest on COMPANY'S right-of-way occasioned by the construction of said crossing and the occupancy of the COMPANY'S property, provided such costs are accrued as specified in Paragraph 7.

7. The COMPANY hereby agrees to adjust the necessary parts of its facilities along said Road in accordance with the provisions set forth in the:

___ (a) Department Procedure 132-046 "Reimbursement for Utility and Railroad Relocation," dated October 1, 1973, and Rule 014.46.002 "Responsibility for the Cost of Railroad/Highway Crossings," Florida Administrative Code, dated February 3, 1971, X (b) Federal Highway Administration Federal Aid Highway Program Manual Volume 1, Chapter 4, Section 3, dated August 5, 1988; and Volume 6, Chapter 6, Section 2, Subsection 1, dated April 24, 1984;

and any supplements thereto or revisions thereof, which, by reference hereto, are made a part hereof.

The COMPANY further agrees to do all of such work with its own forces or by a contractor paid under a contract let by the COMPANY, all under the supervision and approval of the DEPARTMENT and the Federal Highway Administration, when applicable.

n1-e11

8. The DEPARTMENT hereby agrees to reimburse the COMPANY for all costs incurred by it in the adjustment of said facilities, in accordance wth the provisions of the above indicated Reimbursement

Policy, and any supplements thereto or revisions thereof. It is understood and agreed by and between the parties hereto that preliminary engineering costs not incorporated within this agreement shall not be subject to payment by the DEPARTMENT.

9. Attached hereto, and by this reference made a part hereof. are plans and specifications of the work to be performed by the COMPANY pursuant to the terms hereof, and an estimate of the costs thereof in the amount of$ SQ, QQQ. QQ All work performed by the COMPANY pursuant hereto, shall be performed according to these plans and specifications as approved by the

DEPARTMENT, and the Federal Highway Administration if federal aid participating; and all subsequent plan changes shall likewise be approved by the DEPARTMENT and the Federal Highway Administration, when applicable ..

10. All labor, services, materials and equipment furnished by the COMPANY in carrying out the work to be performed hereunder shall be billed by the COMPANY directly to the DEPARTMENT. Separate records as to the costs of contract bid it ems and force account items performed for the COMPANY shall also be furnished by the COMPANY to the DEPARTMENT.

11. The COMPANY has determined that the method to be used in developing the relocation or installation cost shall be as specified for the method checked and described hereafter:

X (a) Actual and related indirect costs accumulated in accordance with a work order accounting procedure prescribed by the applicable Federal or State regulatory body.

___ (b) Actual arid related indirect costs accumulated in accordance with an established accounting procedure developed by the COMPANY and approved by the DEPARTMENT.

___ (c) An agreed lump sum $ as supported by a detail analysis of estimated cost attached hereto. (NOTE: This method is not applicable where the estimated cost of the proposed adjustment exceeds $25,000.)

12. The adjustment of the COMPANY'S facility as planned (�itl:Jwill not) .involve additional work over and above the minimum reimbursable requirements of the DEPARTMENT. (If upgrading and/or nonreim bursable work is involved at the option of the COMPANY, then credit against the cost of the project is required and will be governed by the method checked and described hereafter):

---'-- (a) ____ % will be applied to the final billing of work actually accomplished to determine required credit for (betterment) and/or (expired service life) and/or (nonreimbursable segments).

___ (b) All work involving nonreimbursable segments will be performed by special COMPANY work or job order number apart and separate from the reimbursable portion of the work;

such work or job order number to be The COMPANY further agrees to clearly identify such additional work areas in the COMPANY'S plans and estimates for the total work covered by this Agreement.

,21., 1t

Page 4 of s

__ (c) $ ----------- credited for (betterment) and/or (expired service life) and/or (nonreimbursable segments) in accord with Article 11.(c) herein above.

13. It is specifically agreed by and between the DEPARTMENT and the COMPANY that the DEPARTMENT shall receive fair and adequate credit for any salvage which shall accrue to the COMPANY as a result of the above adjustment work.

14. It is further agreed that the cost of all improvements made during this �djustment work shall be borne by the COMPANY subject only to the DEPARTMENT bearing such portion of this cost as represents the cost of adjustment of previously existing facility, less salvage credit as set forth in the immediately preceding paragraph.

15. Upon completion of the work, the COMPANY shall, within one hundred eighty (180) days, furnish the DEPARTMENT with two (2) copies of its final and complete billing of all costs incurred in connection with the work performed hereunder, such statement to follow as closely as possible the order of the items contained in the estimate attached hereto. The totals for labor, overhead, travel expense, transportation, equipment, material and supplies, handling c·osts and other services shall be shown in such a manner as will permit ready comparison with the approved plans and estimates. Materials shall be itemized when they represent major components of cost in the relocation following the pattern set out in the approved estimate as closely as is possible. Salvage credits from recovered and replaced permanent and recovered temporary materials shall be reported in said bills in relative position with the charge for the replacement or the original charge for tempo_rary use.

The final billing shall show the description and site of the Project; the date on which the first work was performed, or, if pref iminary engineering or right-of-way items are involved; the date on which the earliest item of billed expense was incurred; the date on which the last work was performed or the last item of billed expense was incurred; and the location where the records and accounts billed can be audited. Adequate reference shall be made in the billing to the COMPANY'S records, accounts and other relevant documents. All cost records and accounts shall be subject to audit by a representative of the DEPARTMENT. Upon receipt of invoices, prepared in accordance with the provisions of the above indicated Reimbursement Policy, the DEPARTMENT agrees to reimburse the COMPANY in the amount of such actual costs as approved by the DEPARTMENT'S auditor.

16. Should the use of said structure(s) be abandoned due to removal of the roadway, then all rights hereby granted to the .DEPARTMENT shall thereupon cease and terminate and the DEPARTMENT will, as it�. sole cost and in a manner satisfactory to the COMPANY, remove said structure(s) and restore the COMPANY'S property to the condition previously found, provided the COMPANY may, at its option, remove the said crossing and restore its property, and the DEPARTMENT will, in such event, upon bill rendered, pay to the COMPANY the entire cost incurred by it in such removal and restoration, provided such costs are accrued as specified in Paragraph 7.

�•v•. of s

18. Upon completion of all work the Agreement dated 2/1/50 will be terminated.

NOTE: Paragraph 17 was deleted and·Paragraph 18 was added prior to execution by all parties.

IN WITNESS WHEREOF, the parties hereto h·ave caused these presents to be executed by their duly authorized officers, and their official seals ·hereto affixed, the day and year first above written.

STATE OF FLORIDA

DEPA ENT OF TRAN

BY:

COMPANY: CSX TRANSPORTATION. INC,

BY: e_ C. L. HARDY, ASST. CHiftt'/es1f�

. PUBLIC & :!;NG�R PROJEC S

ATTEST: ',J;/,,,.u,� ;;e�

Approved as to Form, Legality Approved as to Funds Available �k' Al�e£cJ

�./e,,//vl/s/C:.�'11./Gt: /="o,f . .l}J s Y: p/.;z,;z.A'...3

, l Fiscal-DOT Date

Approved as to FHPM Requirements

Approved Under Terms

BY:of Certification Accept- FHWA �.fi�

ENCUMBRANCE INPUT FORM

Advertise (Letting Date)�- Award�- Renewal ��Letter of Authorization _x_ New�- Court Order�- Overrun ��Supplemental�- Correction�- Addition�- Termination Agmt.

Contract# AA956�� contract Type _AC�Method of Procurement _R� Vendor Name CSX Transportation Inc. Vendor ID _VF 621051971001� Has WrittenjVerbal Approval from a Participating Federal Agency been received Yes _X_ No Fed Agmt Amt 40,000.00 State Funds 10,000.00 Local Funds���� Beginning date of this Agmt: 12/30/93(Must be after fund approval) Ending date of this Agmt: 12/30/96(Estimate if necessary) Execution date of this Agmt: 12/30/93(0nly on original agreements) Has work been authorized to begin?�- Yes _x_ No Have standard financial provisions been altered by contract terms?

�-Yes _X_ No If so, show Revision date:

Does this agreement and/or change order include provisions for reimbursement to D.O.T. from other entities? Yes _X_ No Brief description of work: NGCN: 622739-D, RRMP: AR-835.35

R/R FLAGGING SERVICES DURING BRIDGE WIDENING AND RELOCATE EXIST.

SIGNAL/COMMUNICATION LINES

ORG-CODE *EO * OBJECT * AMOUNT * CO/SEC/JOB#/PH *FCT

(PROGRAM#) ( WPI # ) (FUND) numeric

( FY's) To be completed if funded in 2 or more fiscal years.

55 074010706 *11 * 563009 * $50,000.00 *14070/6513/49 * 127

( 93/94)

( 3006 ) ( 7115955 ) (SL-100)

TOTAL AMOUNT * $50,000.00�� *

Originator:� LAURA HOLSTROM��Date:�12/21/93�Phone_sc 571-6415 E-mail user ID�PL733LH FOR KEITH DRIGGERS

TO BE COMPLETED BY OFFICE OF COMPTROLLER

BUDGET ENTITY �5590 CATEGORY _088797����������

WORK ORDER BALANCE �Authorized on _12-20-93 $50,000�������

ALLOTMENT _19,681,778.65 YEAR _94 DATE CHECKED �12-21-93

FUNDS APPROVED BY �Marsha Johnson 12-22-93�������

FOR , COMPTROLLER DATE:

ESTIMATE FOR THE RELOCATION OF

SIGNAL LINE & COMMUNICATION LINES

PLUS RAILRAOD FLAGGING SERVICES

DURING ROADWAY CONSTRUCTION

CSX TRANSPORTATION INC.

WPI NO: 7115955

STATE PROJECT NO: 14070-6513

COUNTY: Pasco

NGCN: 622739-D

FAP NO: XL-343-1(14)

ROAD NAME: US 98/SR 35

(Polk Co. Line to US 301)

RRMP: AR-835.35

It will take approxiamtly four months for FDOT's contractor to complete his work at the above location. A railroad fl aggman would be required to work an estimated 20 days per month at the rate of $300.00 per day.

Both the Railroad Signal line and Communication lines will require relocation (under ground) during construction.

KM-EST.01

IOI/JA/ja

RAILROAD FLAGMAN SERVICES:

80 DAYS AT $300.00 PER DAY

80 X $300.00

RELOCATION OF WIRE LINES:

EQUIPMENT, . MATERIALS & LABOR

TOTAL ESTIMATED COST

= $24,000.00

= $26,000.00

= $50,000.00

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD RELOCATION SCHEDULE

FORM 725-090-05

RAIL

WPI NO: 7115955 09/93

COUNTY SECTION JOB NUMBER ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER

14 070 6513 SR 35 (US 98) PASCO 2-14070-2302 XL-343-1( 14)

RAILROAD COMPANY

CSX TRANSPORTATION, INC.

A. Facilities Involved (Detail as to Type and Location)s

Mill and resurface roadway and widen two bridges on SR 35 (from Polk County Line to just east of US 301) in Dade City, Florida over NGCHs 622739-D/RRMP No.Ar-835.35.

B. Relocation Work Anticipated (Describe and Relate to Location on Project):

Railroad Signal/Communication Lines will have to be relocated. Flagging Services will . be provided for bridge widening construction.

c. Anticipated Relocation Schedule (Based on normal and 5-day work week):

Preliminary Engineering Material Procurement Right of Way Acquisition Contract Negotiations (for railroad installation work) Other (Flagging Services)

DAYS ESTIMATED

0 Construction (actual railroad relocation time at job site) <��������

ESTIMATED MAXIMUM TOTAL 80

ADJUSTED RAILROAD RELOCATION PERIOD

JAllow for concurrent activities) ESTIMATED MINIMUM TOTAL See Highway Contract Special Provisions

D. Special Notation(s) to be included in Highway Contract Special Provisions:

Days

Days

The Department• s Contractor will be responsible to furnish Railroad Liability Insurance and give 72 hrs. advance notice to the Railroad prior to working in Railroad Property.

All asphalt, asphalt work, grading, density, and maintenance of traffic will be the responsibility of the Department's Contractor.

E. This COMPANY proposes to commence actual relocation and/or adjustment work:(Check one) prior to highway contract advertisement, and relocation should be��% complete by date of preconstruction conference.

concurrently with project advertisement.

! concurrently with commencement of highway construction.

The above date is based on construction plans and schedules prepared by the DEPARTMENT, and, therefore is furnished for informational purposes only. This COMPANY is not responsible for circumstances beyond its normal control. However, the COMPANY will endeavor to fully cooperate with the DEPARTMENT, and its Contractor, in clearing the project right of way as expeditiously as possible. The COMPANY'S Field Representatives can be contacted at:�� George J. Melodini Telephone Number: =8-1=3�/�6�6�4�-�6-2=1=0����������-

SUBMITTED FOR THE COMPANY BY: DATE:

DEPARTMENTAL APPROVAL BY: James Andrews DATE: November 4, 1993 Assistant District Railroad Coordinator

RECYCLED PAPER

FB>. flCU'1: NO. ___ _

STAlE AO,IIO ND.----

U.S. Depa,lment of Tranaportatlon

FederalHlgtMay Admlnlnatlon

STA1E

LETTER Of APPROVAL AND/OR cxum

XL-343-1'14)

......... ., .. ,t:

7115955 1cna,a;

US-98 tom the Pole Ccu,ty U,,. lo SR-39AJS-301

14070-3513, 8513

Gtadlng, MIiting end Awrilclng Eldat /tC Pa...ment. Adding 4 Foot PaYed SholAds, Wldef*,g T"n i..... WkNrq Two &idgN, Fmdv,ey Slgmg, Pawment markings, Coner•��, Coner• a.rte, W.., Small Drainage 8'-ucu•. Guarchl, Cornuctlon :. end lncidenlal lllnw

- ,--···-�,c flH"8E a: walK CE MlllOIZATION tlGHWAVPI.NNNGIMD � ll'f':

fllEUaWIV ENGIEBIIG n:

MlQlal1IQN CE NCIHT' a: WAY ff.

=--------t=::--------------t---------1-------�i , 3M

TOTAi r CXNl1RUCl10N �---,,, ..... 1ft':

JAN 1 0 1994.

UIUTEll B\':

DnER(llf ,,, ff:

111tflalldaD1p..-... alT,w,......_, .... ID ....... 111-.AWptqaai_.., ... ___..an .. ,.._ • ......... h ........... u.a.c. tOltt>Ct).

• Ral-oad Aci,'Nl'IWll Toll! Amou'1t • $50,000.00; Federal FWlda • $40,985.00

• Cornuctlon Toll! Amoln • $3,881,707.00; F«llral Fl.nil • $3,000,038.CX>

Frcqammatic Ca111gorical Eldullon w r .. • 11119d on 11 /01 /93 and remalrw ..ad.

91SIPl'UN: YB_X__,PMEIID. ___ .NO___,MenscNl'IIENlPROI Fl r,'f11Mln, l'ROJEC1' c:mTI

$3,711,707 $3,711,707

$3,711,707 $3,711,707 f'fl12«>/2

$3,041,001

$3041.001

RI._.. "

STA1ERNJS

1870.708

I, 7.710

NIA

81.98

STATE OF FLORIDA' DE'PARTMENT OF TRANSPORTATION

WORK DESCRI'PTION

GRADE SEPARATION

WP!

FORM 725-090-10

RAIL

09/93

NO. 7115955

COUNTY SECTION JOB NUMBER ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER

14 070 6513 SR 35 (US 98) PASCO 2-14070-2302 XL-343-1(14)

RAILROAD COMPANY

CSX TRANSPORTATION, INC.

A. JOB DESCRIPTION & LOCATION: Mill and resurface roadway improvements and two bridge widenings on SR 35 in Dade City, FL

B. TYPE OF ROADWAY FACILITY: �T=w�o�l=a=n�e""""""'u=n=d=i�v�i=d=e=d�----------------

C. FOOT /AAR XING NO. : �62=2_7�3_9_--D ____ _

D. TYPE SEPARATION, STATUS AND PROPOSAL:

(Road over tracks)

RR MILE POST TIE: AR-835.35

1. OVERPASS

a. _x __ Existing structure (See Agreement dated FEBRUARY 1, 1950).

b.

(1) To remain as is.

(2) � To be improved (widened,etc.)

(3) To be abandoned and removed.

New structure - Description:

2. UNDERPASS (Road under tracks)

a. Existing structure (See Agreement dated

Remarks:

b. New structure - Description:

E. INCIDENTAL CONSTRUCTION ITEMS:

1. ___ Drainage facilities (See attached Drainage sheet).

2. Detour facility (See attached Grade Crossing and Signals sheet).

3. Permanent Road Crossing (See attached Grade Crossing and Signals sheet).

4. __ x_ Other Encroachments, Parallel Service or Access Road , etc.(widening & crashwall construction) (See attached Encroachment sheet). see Plan Sheets c-1,c-3,c-6,c-a,c-9,C-12,c- 13,c-14

F. COMMUNICATION AND/OR POWER LINE ADJUSTMENTS:

1. ___ By Others ( Company).

2. __ x_ By Railroad Company.(RELOCATE RAILROAD SIGNAL/COMMUNICATION LINE)

G. AUTHORITY REQUESTED: (Draft attached:

1. Agreement.

2, ___ Supplemental Agreement.

3. Estimate for Change Order No • •

Yes --=x__ No)

H. OTHER REMARKS: Negotiations to be completed by December 17, 1993

TO BE COMPLETED BY RAILROAD, DETACHED, AND RETURNED TO THE DEPARTMENT

SECTION

PARCEL (R/W JOB

WATCHMAN - FLAGGING SERVICE

Current or anticipated wage rates are as follows: RAILROAD------------------

FLA. DOT STD. SPEC. 7-11-5.3

Type of Employee:

Base Pay: ___________________ Per Month (Based on 8 hr. day - 40 hr. week) Hourly Rate: Per Hour Overtime Rate: Per Hour Amount of Surcharges, etc. ________________ % (Percent)

RECYCLED PAPER

� I + R 21 E

11 • f

••4 I

BEST AVMLAELF. (�JP\

& Al(l Al() r ,..

NGCN: 622 739

•••• 1).0")0

•,UO.�

RRMP! llR-835. 35 N b-tute. Pr-oj- Ne. IL.ID7D-4,513 :

•-----•W Pi No. 71159 55

•.• ,,,,.,,..,0

LOCATION MAP

REVISED- NOV. l�s·; -t- h•:o·

1GE�EJ�.:tl., J-lIGlf-1'\,�\·t i\1/1.J)

·. REVISED R/R CROSSING JANUARY 92

PASCO COlJNTY

PREPARED IT TIIE

STATE TOPOGRAPHIC OFFICE

roR THE

DIVIS l ON OF TRAt15POR TAT I ON PL ANN I tlG

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

IN COOPER .. TION WITH THE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

r ......... ,. ····-··· ...

•••••-i-.,.., ,,.,.,,n,,,,1,..

•• ., ... Cl""'·"'''',.., ,.,, .......... •1-r.• • ., R 22 E

� I

SCA.LC

t •·• • f ••• • • I.I .,.,.

�:, I l I l ·l ti:641 1')1111 lflf\f ,, MAY. 1979

���- R(VISIONS

ff��

11..i,..._. .......... ·---·- - ·--· ··-- O• l

LOCA�OR MAP NO. 156

J

THIS CONTRACT PLAN SKT INCLUDE&

HOACWAY N...AN�

BEST AVAILABLE COPY

ST ATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

PLANS OF PROPOSED

100°A, SUBMITIAL !Y.2393

�ARY OF PAY ITEMS IOJ SH(£TSJ

SICNINC ANO PAVEMENT MARKING PLAHS

STRUCTI.RE PLAHS

STATE HIGHWAY LOCATION OF PROJECT

A O(T ALEO WEX APPEARS ON THE KEY SHEET

Of EAOI CROUP Of PLANS

ST A TE PROJ. N0.14070-3513 <FEDERAL FUNDS>

PASCO COUNTY·

INDEX OF ROADWAY PLANS STATE ROAD No. 35 (U.S. 98) l-<

IO

II

KEY SH£ET

FLOOD OA TA SHEET

BOX CUL VERT OA TA SH(E.TS

SCoPE OF WOO>(/CENERAL NOTES

PAVD£NT DESIGN

T'fPICAL SECTION U.S.98 TYPICAL SECTION S.R. lSA RA"'1'

SUMMARY OF QUANTITIES

SWMARY OF SIOEDRAINS

SUMMARY Of ORANAGE STRUCTURES

CULVERT EXTEIISION OETALS

SLINEY R£fERENCE POINTS

1<4 ROAOWAT Pl.AN DETAIL - ta..LSBOAOUCH RIVER

15 ROADWAY PLAN DETAIL - S-R. 35A

KH7 PAVEMENT RECONSTRUCTION OETAll

18 DRAINAGE STRLICTUR£S

1�29 CROSS SECTIONS

JO-JI TRAFFIC CONTROL PLAN

32-35 S TORMWATER POLLUTION PREVENTION Pl.AH JG-lT APPROACH SLAB DETAILS

TH(S£ PLANS HAVE &EN PREPARED IN ACCORDANCE WITH

ANO ARE GOV.RNEO BY Tl<E STATE Of FLORIOA. DEPARTMENT

OF TRANSPORTATION, ROADWAY AND TRAFFIC OESICN STANDARDS,

<BOOKLET DA TEO JA"'-IARY, 19921.

R[VISIONS

END BRIDGE

ST A 1206+09.81

BEGIN BRIDGE

T25S T26S

ST A 1202+46.81

END PROJECT

MP 8.055

wlw _N

NN

0: a::

OF PROJECT

LINEA PT. MILl!S t �� I u�

DATI! BY

wlw Nr<"I

NN

a::a::

REVISIONS

END BRIDGE

STA 1019+50.0

BEGIN BRIDGE

ST A 1017+50.0

BEGIN PROJECT

MP 0.345

DKSC IPTION

L--'

I MILE

AOADWAT PI...ANS

� Oll'RJICOlm

OREOOflT J. PESCHONG, P.H.

P�N!. OEI..BU'W', INC

%JOO MAtn.AND C'ENTl!:Jt. PAJlUf'AY, SUrTE 140

KAJTLAND. FLORIDA 117U

PLANS PIUlPA.R.BD BT, PAR.SON! DKLBVW. INC.

s;oo MAITLAND CENT£R. PARl.WAY, SUITR l-40

MAJTLAND. FLORIDA 127JI

.t.TTf.NTtOH IS DlftCCTf.D TO THC LSACT THAT T'1CSf. "LAN$ hl4T HAVC aEf.N ftCDUCf.O 1H

Sll:C &Y l'tt:"ft00UCTt0N.TKIS ..UST II<. CON SIOVU;D WMCN oeT.a.� S.CALCO DATA..

COVl[ANN() S"IECIIF'ICATIQNS1 ST.t.Tlt 011'" ,rc.OAtC,.,, 0(,-AATWf:Nl ()r Tl'tA ... S,OftTATION,$TAN0AA0 $"'1::Clf"tCATK>HS,DAT[O �A...0 SU�LEMt.NTS TW[A[TO fF NOT[O IN TH£ SP[Cl.t.L PAOV1$M>HS rof'II T.-s PIIIIO..ICCT, TH(.SC "L•NS •f."f. ""f."Al'tf.0 •CC:01110...C. TO fll-ft-A CfttTl[l"IIA, i 0.000

J 7 ��.� GREGORY J.P(So«:)NC.P.(, ft FOOT PROJECT I.AANACER , ctORCE COSENZA· om, -----

� L _____________________________________________________________________________ __:•:::L:.:""':::..='=2=G'll===�----------

Doc�'.:�.�v�l�:� l�:����?���iu��

- ___ . _ j{}2:QQ. _________ { g_Qp:_Q_Q

'--R/W UNE

TOE OF SLOPE

l8'ff.:P

CONST < P NED SHWR

TOE OF SIJJPE

END GJJNIDRNL

ST A 1202:-2982

- �. �: : L_ R_!!' UNE • • - •• - •• _ •• _ -• _ •• _ •• _ •• _ .-. -_ .-. --.:. - - - - - - - - - - - - - - -• - - -• - - '° - - - - - - - - - - - - - - - - - - - - - - - - - - · · - · · - .• - . •

ENO GIJN!ffiNL

ST A /202-5024

o..,_

EXISTING ORNNK;E STR!X:rURES

TO BE REJJ()IEO AT BRIIXE

N'PRON:HES.

',, r 8D4+cJo

___ IE:0.5... .. QQ .. � .. __ . _1206 .. 00 _ .. _ .. ___ 1207 .. 00 . _ .. _ .. _ _!208 .. 00 . __ .. _. _ 12,09_:QQ_-;: _ .,- .. _ .. L2/Ck0.Q .. _ .. _ .. _ )Z!l:QQ __ .

� R/W UN£ i-- UIIIT OF CONSTRUCT/CW

C/L CSX MLROAD ',

STA IZ03-7"JI ',

1] - BEGIN ,j.RON:H sue

, ' ST A /206• J9BI

2£0' T .4P£R

(J/C

GJP

CONST 4' PAIEO SHWR

C/L SRJS

CONST 4' PN£0 SHWR

"-roc OF SI.OPE

ROADWAY PLAN

S.R. 35 <U.S. 98)

I to,of s,o,,. -

8tJQit1 Bridge • FFIJN ind BMI No. I Ste. 1zo2 ... <f6.B1

' ' , - '\ l!i!!!i'""' of St!!!i!!'!!!>g� o,..., Boni No. J \. sro. 12QJ1-�JJ1

'\ J

�8-6 '';-;

�d

£ CSi RoiftOOd Sia. IZOJO<fJI f Bent No. 6 Sta.120'f,1Jl,.Bj,.,.,, ,'I,'

J _ _ -- -••!,.;..·=--=-:..:-=-----==�--::�}!,---�---- o-----------n---

R/W SR 35 JE,;,i. & Prop. Toe of Slope · , - Tl__ Gos Une

14/J

/JO

,oo

0 8-5

8 in Br' e - FFSW E/ld Bent No. J

GL StoliOl'I ___A ROf/U!olor

R/W CSX RR I

51'-<T Spant

£ 8""/ No, 2

51'-<1' Stxlfl 2 xis/. Um, Hor. Cl.

lTo Be UointoiMdJ

J6J'-rJ"�ero" L I/I of Brid e

51'-<1' Span J

Zl'-Yt'!J Exist. Jlin. Verl, Cl.

(To Btt JlointoinodJ

St'-<!' Spon 4

For Crost,,.,oJI Delolls See Sheet C-8

ELEVATION

J6'-<T St'-<!' Span 5 Span 6

25'-g"t!J Exist. Uin. verl. Cl.

lTo Be UaintoinedJ

-----L..:: of Sieve

[,;,,_, ,.,.,,. -··-···L- 1/W/j'�"

·--- o.

J6'-<1' J6'-<1' SpcnT Spcn8 n

[tu UriJ,Jd • (f INI {t"1 llcnl NO. 9 TRAFFIC DATA s,a--:,206,(Y)JJ/ ,-

,m ADT = .i19�2 Z()l5 AJ)T : lZI]

X = 12./"/.

D = S7 .57. [ tr:J Appr. Sfob 1 1: 6.07.

-:· ·-�t

B

Desir;n Speed = 55 IIPH

4:::

�. -i "-"'

809in Bridge I Sto. 1202,f,"6.81

I End 8rid9e Sta. JZfX, ... 09.,81

E�ist. I, Prop.

Toe of SIOl>e ll(X)'VC, Erd Btl e • FFEIN E.fkl Bent No. 9

PROF IL£ GRADE LINE - f SR J5

The ,'/)Dtozi,rr:,fe Pian Arm of Structures to be ltenr,,od is os Follows:

DtJck 1, Borr ier Arf!/0 ISFJ

EM 8tllflf Slol>e Prof«tiOfl ArtJ(} tSfl A.f«J ISFJ

Total Aroo rSfJ

J/76

NOTES:

•s 2J25 5549

I. For lrdex of BridQe Dro,;i�s. See Sheet A-I.

Z. For GeneroJ NoltS, See Sheet A-I.

GtJOrdroit(TypJ J. AJ!Existi(YJ Sk,pe Prot«:tlon to be Rt:nr:Nal Ofl(J Rep/ocotJ with 11,,.. Corcrefe Slor>e Prott,ction. Fo1 Detoils. See SMet A.-2.

4. Seo RoodwO/ Pio/I$ for ,4/)prooell Slat> Detoirs.

5. The Dime.nsrOIU, [lflto'olions ord Verticot Doto Sl'Qwn ore Based on /nlor,rw,tion os ()etoile<I in Ille Existinq PIOn.s, See Nole JJ on S/leet A-I,

6. FFBH Det0te.s Front Face of &,crwoil.

7. /Weis ot Srid(}t Erds to be Ram:,.,«!. See

RoodwayP/on,, l•ist. & Pro{XJSetJ Ground 8. C011lroctor Shell J.void COlltOCI With 0,erfl«Jd Electric ond TeJ«;raph Li� Adjacent to CSX Roi/rood and SRJ5A.

9. Controctor Shollrotify the CS.r RR Reqi()IIQJOffice 01 Least 72 Hours Prior to Co,r,,mtJl"Cinr; Wofl lh:11 R«J�es lf>e HoritOl'lfolorrt/or VerticaJCt«Jror(;e of tr>e Roilrood

If Uoxirrx;m AJf(>KQI)/� Slo� KK Ot'stotre Normot to C/L CSX Railroad & $RJ5A � 0/ST/HG STRUCTURE TO BE REU(],l[D

Righl-of-Wo,,. Tile Roi/rood Shal!Pro,ide o Roi/food FIO()mon if N,:cessory. Ct>or(}es ortJ /rcidentol /lem.s Pertoin,'no to Roi/rood Fk199it19 Shafi be Poia tor tJy FOOT.

The COfllroctor Shall Not lrclude Tllis Cost in tile Bit! llems.

o.i, .. ... _"' TLS 7/9J

0-. .. 11, TED 7/9J .. _ .. TED 7/9J

�-"' 0111 7/9J __ ., Den lloxey. Pl

(NC,INE(" ot RECORD, PARSONS 0£ L£.UW, IC.

2300 IUtTl.UO CTR PARKWAY

SUTE 3.CO

t.fAITLAfi()0 fl 32151

LOCO. SCA.Lt

� PARSONS Dli LEUW, WC.

fUlRR>A DD'A.Rll,(0,11' Of TRANSIIORTATION

STRUCTURES DESIGN OFFICE

PASCO 14070-3513

BRIDGE NO, 1�0025 W,P,I. 7115955

GENERAL PLAN AND ELEVATION

WIDENING SR 35 (US 98) OVER

CSX RAILROAD AND SR 35A

f 8,::nl No. Z Sta. 1202•97..81 fnlersoctioll Point ©

£ Bent No. S Sta. IZ0,,•5().BI lnters«tion Point G)

Bent No. 4 Sto. l20J+99JJI /nters«tion Point ©

[r,:/ Bri(J(Je - FFfJN

(Typ.J

---FFEJ,I( ,,. f E.xisti"9 Piles q 8MtNo.J ·o, \.\.. /'1.. Sto. IZOJ•'8,BI \.

'\ 7 Jnters,:ction Point Q> PLAN __ - - - GL - - - - -

GL-- = ---

- �--·""C..-· ---G<-------c r--, ------ •ler.s�tion Point(])

£ SR JS <US 981

L L

'-�/ -T Ccs Lme o.../\ '· GL ��or

Detail "A" I Intersection Points Pl/.£ INSTALLATION TABLE

Poifll Stoti,o,i

Oesi(}l'I Ultirnolt Estimotlld Estirnoted PretJri/1 Bent No Pile Siu /.JJOd COl)Ot!ity Pite Test Pile To rrons1 ITonsl Ll!lr1tfl tFIJ ll'!lrlfh IFIJ Efe,,lFIJ

(i) 1202•"'7."1 I 1,r ZfJ so ,s - 90.D

0 1202•97.81 z • 1,r ss 1)0 •• /JO -

Q) IZOJ•'8,BI J. ,r 55 1]4 •• - - © IZOJ+99JJJ •• ,r ss ,,. •• - - ® 121>4•50.81 s ,,r ss ,,. •• /JO -

© 1204•86.81 • ,,r ss 114 •• - -

(J) l205•Yf ./JI 7 ,r ss /JS 6S - -

@ IZ05•1JJJI • ,,r 55 ,,. 65 /JO - ® 1206+09.15 • ir ZfJ so <S - 90.D

I Ful/Let,otf'I P,I� Only. f"or Cra.s1>,,,a!IP,1e /nstallat,on /nform:,tlon. See Note 9.

Pit.£ Ct/TOFF {l.£VAT/0NS

Err:! Bfl('lf#o. I 8dll No. 2 Berit No. J 8Mt#o. 4 Bt111I #o. 5 &,,I No. 7 f'ilc No. I [IMJlion P/1• No. ' [/M,lio,i l'i/1110. C1.a1ioro Pile No. [IMJlion rite "°· I c,-,,ion ,-;,. No. I [IMltion

,z,JJ I IZJ.4 1(19,5 1095 I IZ<fZ I m.J IZfJ 2 I l2Jf) 2 I 12J.• 2 1(19.5 2 ire5 2 I 12•2 2 f /2<.J 2 I 12./f.J

12JA 12•1J

ire5 1095 10!1.5 109.S 12JA IZ<f/J ire5 ire.s 1095 109.S

[NGINEEl'I °' ACCOA01 ,ooo. ,._., UBS 1/9J

Btlltfllo.a (fl$ 8¥11 II(>.'

,.ii• IIO- T c,.,,,,11on ,.,,. NG. T c,...,,k,,t

I lt<fA I l24J 2 I ,2,1 2 I 12<17

SCALI

-H .. TEO 1/93 P1.ASQNS DC lEI.M. frC.

PARSONS DE LEUW, INC. .__ .. TEO 1/93 1)00 MAITlJ..NO CTA PAMWAT

-H .. OTII 1/9J SllTE 340 t.WtUJC>. FL 32?51

__ ., Don Uoxt!f, P£.

( Existlty Piles ,, FF!JN

.!EIE!!!._ . '·,�

0 - lndicalas I.JJcalion of Proposod Fu/lLtn;fll urSQ.

Prutrassed Cott:rete Pilt1 Driv(Jn lo OtJSk)n :.(\. \_ c- SR JS fUS 981 Copocity.tPluml)J JnterstJCtion Poinl@

\' t.

C - /ndicx,tu Loootion of Ezlstlrq ta" Sq. fl-Pr«:0sl Corr:.rete Pile f P"""'1 fl' •

• - Jrw#ootes Lr:,cation of UriOOded Te.st Plle (ThrH (JJ Requited) (Plt.JfflbJ

• - Jndlet1tu LDootlon of PtoPOSld ta" Sq, Prestruset1 Cl>ncrett Crosh,,rfall Plle DrlvM lo Jlininvm PMetrallon Per FOOT Speciflcolion 455-J!J.fPlunt)I

ClJ - /l'dicolfJS LDctJliott of (zisJirq ,,i5q, Precosl Corcrtte Plle &tterod Z"Per Fl.

1. AJI Pr0()0$od Piles ore PlurrtJ.

2. Plle Spacirq Is IJ«JSUrtJd Horizontolty of Bollom of Pile ci:¥,. for Oelaits see /nler1'tfldiote B�ts No. 2J,4. & 8.

Sheet C-6. arr:! /ntermediole &:Ns No. 5.6. a. 1. Sheet C-7.

J. ,YIPropo.sfld Piles ore IB"$Q.Ptestre.ss«J Corcrete Piles. For ltf'Sq.Pre.SlrlJ$Sed Corcrete Pi1e Oetoits.

SH Sheets A-5 & A-6.

4, Pile Drivinr:; 0/;letOliOIIS Sh?lt be in kO>rdorce with FOOT SfNJCiflcot,"on 455.

S. The Boarint; COJ)(JCily of the Piles wtill be Determined bf tnt Wo.,c E.quotion Forrr&J/o. The ("9ineer will Select Tesl

Piles that will be D/nomicolly llonitored,

6. Urioodod Test Piles· Sholl be [voloolcd USifl() the Pile Driver Arolyzer tPOAJ.

T. Ullltrt:1le CO()OCify is thtJ Capocity 1h31 tne Pile Shollklli�e llJrirq Orivirq. This Uttirrw:Jle CapocityShOllbe

· Two OM One-Half fZ.5J Times the {)esi9n Lood. The IJllirnole Capacity shollbe Verlfied F()ltc,,,,irq FOOT

SP«lfk:oflon 4SS, Secrlon <f55-J.J2.2.

8. Predtilltld Pile Hole5 Sholl be ProvidfJt/ for ollfnd BtntPite.s tFour t•JRtJQUitodJ.

9. Crasrwo11P;re.s Sholl be Orive11 lo Mint1TUm Penelrotion Per FOOT St>«ificori'on •55·J.9.

W.P.I. 7115955

� . fl.Oll:IDA D£P1t.a"Tl,(Dlf Of nAHSf'QII.TATION

U STRUCTURFS DESIGN OFFICE

35 PASCO 14070-3513

FOUNDATION LAYOUT

WIDENING SR 35 IUS · 98> OVER

CSX RAILROAD AND SR 35A

:!:d�

[le.t.8

Dito;;tion of 5totior,i"',}

52'·6' t---------------------�,---------------------1

26'-J* 1-----------',---····---------

26'-J"

_ H'·(J 't4·i.1011i1-; __ t_._11'- !f f ai:.f\ lo Urt1-._1i',_, --t-·--"-'-·T_(_,_;, ... �·-'�•-ll�..,_,in_--lf----H-'·6_"_W_lu_o,_,l_,y,..__---I 1'-1,Y,· 8'-6%," tS'-91'" tS"-9"" B'-fl/," 1"-11V, PLAN f t:xisl. Pile £ ProPJScd Pitt

Boom Spoci"'J

£ Proposed 8C0111

A./'dot Bolt ITypJ See "A.rchJr Bou UJflO(Jf. This Sheet.

No.6 Cb,,ttl

INT. 8[NT INFORMATION

INT. B[NI NO. SIAI ION

11 f BLNT 2 1202 • 97 .Bt

J tZOJ • 48.Bt

< l20J • 'J'JJJ/

8 1205 • lJ.81

Exist.

Concrete Corcretc

%,·a Hole ••

Class IV Mheswe Ard>or

J'-1•u1N.

• • Holes for No. 6 Dowe/Bots stcllbe Cote Drilled OAf TtrJrWtJhly

CltlOfled Prior lo Plot:if'9 NJttesh,e Arr.hor & (b,,eJs.

Drillod Holes Shollhai,e o llini11V111 CltJDrorcc of J"from the Ed9e of /he Corcrete. ond rcleotorce from Ille Exi�li'ng Aei(l(orcir,; Bars it, ,� Sl�uc1':t•.

IXJNEL DETAIL

/SEE NOTE 2J

of Pile Spoces O 7'-t<ih" = Jl'-f?t8eJ>1S Z.J & 41 8'-6" z·-cr Plle Spacing J Pile Spaces o 10'-G'.,. JI '-0-(80/lt 8}

* /,lrJlch lxi"stir,g Cttomfer ,'f Different £/.£\/AT/ON { 8rg

T,Si.£ oF [i.£VArt0NS

INT. BENT HO. ElLV. A !LEV. 8 El.£V.C

2 124.872 122.406 125.071

J 125.ZJJ 122.767 IZS.'416

4 125.514 IZJ.0.:0 125.646

e 126.JOJ 121.778 126.284 k�,c,,io,, ""''°'"''

I"# x l'-0 Archor sous

{ Bent tTypJ ANCHOR BOLT LAYOOT

Xf/.1' For Pi'lc O»ririe.s See Print of Computer tCESIOufpul Summary of Brid(Jc Po,, /lem NOTC·For CroSh Woll Concrete Ouonrities Sec Sheet C-8

ESTIMATED (XJANT/TIES

/TEii UNIT Bent 2 8<J>I J

WAJIT/TY

Bent -f BentB Stooe 1 I St09e 2 SIO<Je I I St09e 2 SIO<}t I I 5/0<}e Z Stooe I I Stoge 2

Oos:s IV Co,cute tSubstruc:ture> CJ. Z,44 I 2.25 Z.<Z 2.25 ZJB 2.25 Z.28 2.JO Reinforcirn StedtSuostruc:rurel U,. J69 I J69 J69 J69 J69 J69 J69 369 urSq. Pre:strrJsl!Jd �rete Pitu er. ... I ... ... I ... ... I ,., CNCNEER OJ' A[CORD, LOCO: SEAL1 n.oarDA DUAkn.tENT OF l1tANSP0RTATlON Dr-•, __ ,, PARSONS 0( LCVW. INC. PAASONS DC L.i:UW, WC:. STRUCTURES DESIGN OFFICE .. _ .. 2300 MAllLAJt() CTR PAAlWAT � ..., SLIT[ )40 -- ..... f'IIO,l(l,cl.

M£1TUNO. FL 12151

__ ., 35 PASCO 14070-3513

SECTION A-A

«JI

t:1::::+:!=:::!;l=J!1..t- SDJ

,--H----1--Hl--t-t--J" CL. <TypJ 4!U or 4R2

SECTION 8-8

NOTES ,

t. AIIContoctir,g Surfoces bclwttJ'I the Old ord Ne,,, Corr;rete Sholl be Cleon«! Ol'd Coott!ld with on E.poq Bonding COlff)O(Jfd lnwodiotdy Before Cosfil'L) Corcrete.

z. Lt:rQlh of £11i>«Jff'lf!ltf for ()o,,,leJ Bots info !xistif'9 Concrete s/'Qllt>e Ille ler19Jri RtJQulred to Dolelop o Copoclty of t 25 x Fy (JJJXXJ LBS for No. 6 Rein! J Tension in the Re,·ntorcif'¥J Bors. Lerr;th of Oo,,,d E.ffi:>Odmenf Sf'Own i:s basod on FOOT Ouolified Products Ust rOPLJCJoss JV Allhe.sive /4l'tf::h,r. TM Cost of Adflcsive orrJ /nsla/JoJion of °'1Ktis Shell t,e /rcludt:d in Tfle C011troct Unit Price For Closs IV CotCrete.

J. Pile De.sign lDod = 55 TMS.

4. For ReinfordrtJ Bar List. See Sheet No. C-16.

S. For Slotdord Bor Bendirq Deto,.,s. See Sheet Ho. A-J.

6. For CroSh Wolf Detolts ond Ovontiries. See Sheet No. C-8.

W .P .I. 7115955

INTERt.4EDIA TE BENTS NO. 2, 3, 4, &. 8

W1DEN1NC SR 35 (US 98> OVER

CSX RAILROAD &. SR 35A

J-'!.!1..+::::.+-....:::=::...-J-Uc,l-5-C·I

Elev l<ev

A ell

4RJ

INT. BENT NO.

J

15'·6'

2 $po. 2 $po. 2 s,,,.

?'-rr O l'-<T ,-.rr C /'•(/' 2'-<T O !'-er ,·-1• -<'

A l rr· D6

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II !I I I I II I

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D Ll LJL-

<06 .r - -• ' E Z D lTypJ

T,1/JI.£ OF El.£VATIOIIS

EL£V. A EL£V. 8 EL£V. C EL£V.D

,,o.sro 98D . 110.500 98D

110.SCXJ 98.0 110.500 98.0

Oucr••• ·-·, 1Ji1«1;(J(,111s,.,,HJ11;,19/'

18'-6" 18'-(j l'-9"

,s·-,;

J Space, o <'-er: 12'-<T l'-9"

J'-<T r·---'�--...., •'4 &rs o r-<r t8etween Pi1esJ l----+----1----+--- f PrOf)OstJd Piles 406 .i

J" ? C,,.,cr

Top of Roil�

<RJ

2 $po. z s,,,. 2 $po, ... ,._,. 0 l'-<T , • ..,,. 0 l'-<T ,,._,.,. 0 l'-(f' 2'-(1' -.-

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4-406

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£/£VAT/ON

II Ovo111iries Sfr:lwn are for One 8tlfll Ortlf cST/JJATED OUAI/T/TlcS II

OUANT/T'T /TEii UNIT St09e I I Sl09e 2

Closs IV Cottrete (Su6$lr1,1t;l11reJ er.

Reir,forci"" S1etltS4/0sttut:lur'1 LB.

ta"Sq. PrutrustJd 0:,tw;re1e PilllS L.F.

II.II For PIie ()uotllil,a S., Prinl of C,o,,va,ler IC£SJ(Jv1J)UI.

NOTC,ror J111e,...,iote /kltl Q.#t/itiu See Sheet.s C-6 .S- C-7, £MC"'IC(R OI' IICC�O, LOCO, 1181 I 11,61

SJ9 5J9

PJ.RSOHS 0£ LEUW. IC.

1300 U.UlUN) CTR PARKWAY PARSONS DE LEUW, INC.

SllTE l-40 MAITlAf,(). fl 3215,1

SC•L,

ii

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II

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SECTION A-A

NOTES,

J. Crosr,,,,,o/Is ore to be Cotulructod O /ntermodiote Bents Nos. J ord < On/t.

2. NI Piles ore JtrSq.Prestressod 0,,,:tete Piles .

J. For Reit>foreirq Bar List. St<t Sheet No. C-15.

•. For Slordord Bor BfY'ldirq Ottoirs, See S�t No . .-,-J

L£C[HD,

Ptopos«J CrostwottPile.s tOtNelt to llin. PeMtrotiot1 per FOOT Specificotion.sJfPff.ll'()J

I - I Proposod /nlcr-iol• Bf/Ill p;fes tPlutr>bl I_, r- L

J Existi(rJ /nterrn«!iolo 8MI Plies fPJumbJ

W.P.1. 7115'355

FLORIDA DEPAtTMOIT Of" T1lAN9'0R.TATlON

CRASH WALLS

srRUCTURES DESIGN omcr

, ..... -.w ... WIDENING SR 35 <US '.381 OVER

PASCO 14070-3513 CSX RAILROAD&. SR 35A

PLAN SHON/NG FINISH GRADE El£VATIONS

Jt()T£,For t.oootioll of I/II. D"'{Jllroq,ru See Fromirq Plol'I. Shfft C-IJ.

FINISH GRADE ELEVATIONS

Sl'AN I 5PM Z Sl'NI J

FFSll-[8 I I z J {"""' I ' J {"""J I z J (8'N< l.£FT (t')PJM; l0.4Z2 ,o.ca IZ15Sl6 IZl J06 IZl.1115 121.916 lt,IIJIZ 121.102 121.16' 12113' 12/l.J,fl 1211.<0'J 12.8;112

LEFT CUTTCR 1!7.,u& 121.5()2 m= l21JJ2 IZ1.IIJ9 121.9..:J lt4/JJ6 IZ6.IZ6 124211 ,a.a, IZJl.365 lt8.4JJ 12/l.'66

{ PIC>P, BEAM A Jtl.4159 IZBJa /J!/J;55 10761 IZ/JJlJ IQS,4 /Zf/1)69 taJS9 IZ,.24J J2,&.J22 12'J9S l26."6J ID.S26 l.£FT CUT LIii£ ,tt.!,66 IZ/Ji6I IZ/402 ID.911 128DIS IU.fl-f lz-82111 12fl294 J26:J16 12/l."SJ 126.52:4 121l.569 IDM9

( fr/ST. 8£,IJJ £A IZ/511 IZ,Ii!JJ IZ/JKJS IZT91S 128.D/9 121.111 12.8210 lt629" IZO.Jl/0 128,'456 lt8.5ZI IZ-S.!RZ 12/JDSJ l'GL tZ1.4SS 10911 124""2 J2a.l66 IZ8211f, 124.JI/O 1211."6/J Jts55J 124.lit!J J2IUOI l24J&a IZU2!J 12/JM<

( [XIST, BEAii £8 IZ/761 IZ1.61J IZ/!119 121JDT9 128.114 12/l.2t;< 124.J<! lt.6.4Z/ 124.!IXJ 12/l.561 121JJ;J/J /t81'86 128731

R/GHr CVT LINE IZl]S'J IZ14TI IZr!ITT 128ll16 12tl.11J ,u.zu tt8.J<S ,a.es l28 • .f91J Jt:6.56S 12/l.o2/J 128.&54 ,an, { PROP. B£AA1 8 IZ/.660 IZ1.611 IZ/ !122 IZBJJ20 128.Ut 12/JJ!fl(J IZ5.2/JI ltlJ.J9 ,a.<tZJJ IZ,.,&I ltll.55J 1248'/J 124.65l

RIGHT CUrTCR IZT.6J6 IZlJKJS l!!T!JO(J 124.IX)t; 128UJB 12,8,1,S IZ0.2£6 lt6.J41 128.412 126 • .(16 12/l.5J6 124.569 /Db.la

RIGHT CXJPINC IZ,.612 127181 IZ/- IZ/!J8Z 124/1/.f IZ/J.160 11!32'42 l28Jl1 121J.J"8 IU.<fSZ IZ6.512 IZl.56S IZ,D/4

SI' ... s SPAii 6 5PM 1

( 8.,-,t S I 2 J {8...i6 I 2 J {8¥>11 I 2 J {8'N6 urr COPING /24J,69 IZIJ.69S 128.IIIJ IZIJ1l6 IZJS.15£, l2JJJ16 l28J91 121JSXJ /2/JJl{H 12.8.JJ(JJ 12/JJl(XJ IZBJ!J< JZJJJIJS t..£H GUrTCR l28SJ IZ!JJJ9 IZ4J42 l28J62 1287/KJ 128.lm 11.tl.815 128.62,f_ IZ8.6U 124Nl J28M4 12JJJJJI l24JJU!J

( PAOP.BEAJJ A IZ,.121 1211)"6 IZ8169 126.788 12BL!06 l26A2:5 l2fl.6<t0 IZ,81/411 ,211.asz IZISJ/51 12BJW 128.14() 1211.BJI urr cur u11c t28JJJS IZIJ.859 tlfl.680 128.8',8 128.9/<f J28.9Jt IZ8.9<fJ 1283<9 128,W, ,,,. .... 128!f42 128.!JJ<f l28!JZJ

{ frfST.fJCAAI CJ. 126./JJIJ l26JJ62 IZBMJ 128.!XJI l2aSl6 IZIJ.'JJ<f 121.946 124!JS2 IZ8.95J 128.!J'S(J 124345 128.!JJT IZB!l26

PGL 12'JD52 IZ9JJ1J IZ91J91 129.106 129.11/J 129.IJI l29.IJ9 IZ,,l<fl IZ9.JJ1 12'}.JJI 129.IZJ 129.112 1291196 r £1/S1.80.II [8 128.MIJ J283::1£J 1zt1= l28.9J2 128�2 12/l.9SO l243SJ 125!151 12'.9-#J 128.!JJ,f 126322 IZOS}/J IZ/JH.JJ

RIGHT CVT UN[ I/B,886 128.901 12'8!Jl8 12/J.9JO IZB.9J9 ,za.'JO IZB!WJ 128.948 12!."'° 12/J.!JJI 128.919 IZ/J.!KJS IZIJ.IJIJa f PROP. 8£.AJil B l28.19fJ 128411 1l/J426 Jl6.61! 128.844 128450 128451 l2/J446 l2fl4XJ iza� ,za.a,z IZ/JJ96 12/JJTI

RIGHr GUTTER 128.lll 1281� 128./DS IZ8JJIS 128.622 IZIJJJZI IZl.!21 128.&Zl 12/JJJII 128.800 IZ8JIJ1 IZ6J10 126751

RJGHT COPING IZ8.1SZ 12S.168 128.181 1287(£) IZIJ79/J 128.tJ()J IZIJ.IJOJ IZfS.l'Jt! l28.T67 12/J.116 IZBJ6.J 128.746 128.121

SPAii 4

I ' J

121J.52!J lt6.54Z JZJl.{;24

/Z,8.554 /21JB}6 IZJI.E.52

12'.!W lt6.&J< llUl/0

IZ-SJO< llBJSJ 12/lnT

/26J(II J28J56 ll!JUIOO

126.!JJS IZ,8!119 IZ9J)l9

Jt8J6J tZB.6N l28.6S!J

11.tl.161 tU822 l2JJJJfi6

/21J.raJ ,a.1J6 l2JJ.11/ l24Ji81 ltJJJl6 IZ6J5()

128Ml 124.flH l28J5 sPNt.

I 2 J

1211:ru IZIJJS9 IZ8J"2.

IZ8J'Ja 12816] l2JJ161

IZl.619 1241/0S 12/JJIP

1211.JIO 12tl.119J IZ8BS

124!)12 1241}6 128811

IZ9.IJ81 1291)62 IZ9.(JJ9

t26J!/I IZB.6<'J 12/l.82J

IZIJ/611 IZ84"6 128.820

IZ!/5£, ,nnz tU.10'5 1211)29 Jt8.10S ,2,01

126705 12:l,UI 1211.-sJ

Ea:;E OF DECK & COPING LINE

QJTT[R LIN(.$

CVT U,1[ IN SU8

,·-e,1,·

6'-4" 12'-<1' 12'-<T

SHON/NG LOCATION OF FINISH GRADE ELEVATION POINTS

NOTE:NIOilftOO!ioN N(J(,rd To ( G:Jnslrvction

Ff8,lf-E8 9 l2aJC6

IZIJJO

IUJS4

l264S2

128.BSS

129.DIS

IZ8.195

IZ(J79J

JZIJf,94 12,.1,10

128,646 W,P,I. 7115955

STRUCTURES DESIGN OFFICE

PASCO 14070-3513

FINISH GRADE EL(VA TIONS

WIDENING SR 35 (US 98> OVER

CSX RAILROAD ANO SR 35A

t'-6�"'

&trier 8'-0"

$/)(J(J/der ( Doct Cut Vi>e tSee Note 2J

9'-.,./;, "'(Proposed WidcnirqJ \

TYPICAL HALF SECT/ON

to 4/id Span & End Ben/J

I__ £ SR JS IUS 981

I

4J'-I"

= z•-0" z<-<'tExistlrq to R�inJ

\ Nut & Cut Wosher ITyr,icQI Eoc/J [rd of 61/Z BorJ

HALF SECTION AT END DIAPHRAGU

to Intermediate BentJ

SECTION THRU SUPERSTRUCTURE

� { Prop. Diaphr09m

For B&1rirr:; Oeloils Se, $heel B-11 J £,I f Becril\'}_/' 11

..+-4-.L!-'.-;,e;..'."',=;:, <-<Flo 5"/.Dp� w/,:1ist. Bors E i'1--'--+'1--"'-s« Ntcprrne Bocter j Rod Detail OIi Sheet A.-8

% •; Drlllod Holt

ILA.

NOTE: Holes for Do,,,,e/ Bors ShJII be Trorougtry Cl«Jned Priot lo Plocirq NJhesive /1.rcror , Ot:,,,,eis. Drilled Holes Sh,11 flt>le o llinitrr.Jm Cloororce of .S-from /he Edge of fhe Concrete. ord rc,,,,,,o,e,, from the Existirq Reinlorcifr/ Bors in tf'lt Stra:ture.

N¥ Cosf A.s$ocictt'Jd with this OperotiOl'I is or the Colluoclor's £.ipen.se.

/ f Proposed o;apt,r09"' j Prop. Diof)hrogm

£11.isl. Ext. Beom

[X)H£L DETAIL

(See Note 4J

/JOTES,

1. [xistitr) Troruverse Reinforcinq is to Remain in Ploce. The [zistirq Rcinforc,:mertl ShJ/1 be Cleonod. Stroigfl!O'lod, Q"'1 [rrooddtd into Ille Portion of Ne,,, Slot,. If Bars or, BtokfJll or Othef\lliSe Determin«J lo k unsotisfoctory bf /he £rqineer. Thf:f Sha/1 oe R«i!a<:od tr Dowds c,s StrJwn in the Dowd Detalt At The Cot'ltroclot's f•PMSe, Where £,tistir,g Rt}nforcirr; is [n::t)(Jflterfld. Shift HOit to CJ«1r.

z. Scort Concreie for Full LfrCtl'l of Span by 5(11(/r,g IO lop of Relnf. Bors.

C011lroclor Shollkoid �irq Relnf. Sled. Spiralord [1istin; C0tt:rere to Renr,in OJrin; So,,,;intJ ()pcraliOll ond SJ.ob Renr,,,,o/.

J. A.II Conloctlrq Surfocts Between /ht Old ottd the N,,., Corcrele s/'olf be Ctt:tJMJd or,d CO<Jltd wilh an [po,iy Bordirq C"""""""4 IIMl«liate:Jy befr>re Pourirq Cl)tr:rete .

.f. LC11fJlh of Emt>odmenl for {))weJBcrs into Exlstirq Corcrete Shofll>e lhc Le«Jln Rt!QJir«J to Oe,,,eioc" Capacity of 1.25 X Fr fZ.3250 LBS for No. 5 Reinf J Tension in the Reinforci19 Bors. Len;lh of ()o(f'eJ !tri>tnmt11I Str:Mn ,$ &sed Oil FOOT OJolified Products L.ist roPLJ Closs IV Adhesive Arch:)r.

I.IXAT/ON OF HO/£ FOR

DIAPHRAGU ATTACHUENT

TO EX /STING BE

A

MS

5. llfl Oot0les Portion of [1isli"9 Structure lo t,e RerrtN«!.

2 Ulfers of ss• Smooth Roofino Popor

JT£11

Class II C0terete tSupersrructureJ

EST/UATED OOANT/TJES If

()JAJIT/TY

U…