CN-550000-ASH48-W0010000.pdf

Florida Department of Transportation

RON DESANTIS

GOVERNOR

605 Suwannee Street

Tallahassee, FL 32399-0450

KEVIN J. THIBAULT, P.E.

SECRETARY

April 16, 2020

Mr. Ben Martinez South Central Florida Express, Inc.

900 South W.C. Owen Clewiston, Florida 33440

NOTICE TO PROCEED

RE: FM No.: 447029-1-57-03 RR OP No.: Various

RR Crossing No.: Various RRMP No.: Various Description: Various County: Glades, Hendry, Highlands

Ben, We are enclosing one (1) fully approved Change Order No. 1, dated April 16, 2020 involving your company in the amount of $15,000.00. The work to be performed will consist of the following:

Preliminary Engineering and flagging to install the Dynamic Envelope at (6) six crossings in Glades, Hendry, Highlands County. Please see the attached list for crossing locations.

Should you have any questions or need additional information, please let us know. I can be reached at 863/519-2437 or barbara.daugherty@dot.state.fl.us.

Sincerely, Barbara Daugherty GEC Rail – Project Manager

BDW/bdw enc.

c.c. Central Office Rail MS-25 w/attachment Project File

Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov mailto:barbara.daugherty@dot.state.fl.us

DocuSign Envelope ID: 59CEEC12-9624-4FC1-B0F6-BB4E99666638

725-090-04B

RAIL

OGC – 03/15

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION Page 1 of 2

RAILROAD CHANGE ORDER NO. 1

Financial Project Number Road Name or Number County Name Parcel & R/W Number FAP Number

447029-1-57-03 Districtwide Districtwide Districtwide N/A

A. 1. The South Central Florida Express Company is hereby authorized to observe the following changes in the plans and or specifications to the subject Railroad Agreement, and to perform such work accordingly, further described as:

Preliminary Engineering and Flagging services needed for the installation of the Dynamic Envelope at (6) six crossings in Glades, Hendry, Highlands County, Florida. Please see the attached list of crossings.

2. Exhibit A is attached to the Railroad Change Order and made a part of the Original Railroad Agreement.

3. The items of work covered by this Change Order are referenced to an Master Agreement of record dated 09-15-1998 and no supplemental Agreement is required.

Master Type: Crossing Surface Signals Preliminary Engineering

B. 1. The Railroad Relocation Work is to conform to that shown by the railroad adjustment plans as:

a. ATTACHED

b. X INCLUDED IN THE HIGHWAY CONTRACT PLANS

2. Reimbursement for the cost of this Railroad Work is to be in accord with the provisions set forth in Administrative Rule Chapter 14-57 as:

a. NONREIMBURSABLE – Section .011(2)

b. X REIMBURSABLE – Section .011(2)

(1) X Force Account Method

(2) Lump Sum Method

(3) Third Party Contract Method

C. ESTIMATED COST OF WORK DUE TO THIS CHANGE ORDER

ITEM

NO.

Sub-Totals …………………………………………………………………

Net Cost of Construction Changes, this order ………………………...

Cost of Construction Changes, previously ordered …………………..

Net Total Cost of Construction Changes, to date……………………………………………..

Contract Amount ………………………………………………………………………………… Estimated Cost of Work Authorized, to date…………………………………………………..

Examined as to provisions and participating items of cost:

Recommended: 4/16/2020 | 1:25 PM EDT

Date Approved: /16/2020 | 1:25 PM EDT Approved:

Date Date

District Rail Administrator Modal Development Administrator Division Administrator F e deral Highway Administration

N/A

ITEM UNIT UNIT

PRICE

WORK ELIMINATED (-)

QTY AMOUNT

ADDITIONAL WORK (+)

QTY AMOUNT

PE & Flagging 15,000.00

$ $15,000.00 $ $15,000.00 $ $0.00

$15,000.00 $0.00

$15,000.00

DocuSign Envelope ID: 59CEEC12-9624-4FC1-B0F6-BB4E99666638

725-090-04B

RAIL OFFICE

OGC – 03/15

EXHIBIT A

The Company shall:

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.

To: Barbara.Daugherty@dot.state.fl.us

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASH48

4/15/2020

CONTRACT INFORMATION

Contract: ASH48

Contract Type:

Method of Procurement:

Vendor Name:

Vendor ID:

AD - RR CROSSING-MAINT (RR-XING/MT)

R - RAILROAD/UTILITIES AGREEMENT

SOUTH CENTRAL FLORIDA EXPRESS

F650518598001

Beginning Date of This Agreement: 04/09/2020

Ending Date of This Agreement: 04/09/2025

Contract Total/Budgetary Ceiling:

Description: 447029-1-57-03 - SCFE - Dynamic Envelope - Districtwide - Multiple Counties

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR ROBIN M. NAITOVE, CPA, COMPTROLLER ON 4/15/2020

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55310000933

Expansion Option: AW

Object Code: 563000

Amount: $15,000.00

Financial Project: 44702915703

Work Activity (FCT):

CFDA:

Fiscal Year: 2020

Budget Entity: 55100500

Category/Category Year: 088808/20

Amendment ID: W001

Sequence: 00

User Assigned ID: CO#1

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

Total Amount: $15,000.00

Page1 of 1

CrossingId Local Name

RRMP

Number RailOpCom County City 627657N SR-29 AVD 919.08 SCXF Glades Moore Haven 627659C US-27 / SR-25 AVD 924.06 SCXF Glades Moore Haven 627662K SR-78 AVD 931.82 SCXF Glades Moore Haven 627695X US-27 / SR-80 / SR-25 AVD 945.88 SCXF Hendry Clewiston 627623U US 98/ SR 700 AVD 881.82 SCXF Highlands Sebring 627642Y SR 70 W AVC 898.75 SCXF Highlands Lake Placid

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS

3:29:48 PM T:\FDOT-GEC\District 1\STRIDE RR\CADD\KEYSP01.dgnUSER: MURP7744 4/9/2020

NO.

SHEET

YEAR

FISCAL

S-1 20 TXXXX

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

ARLENE BARNES, P.L.S.

FDOT PROJECT MANAGER:

CERTIFICATE OF AUTHORIZATION NO.: 24

VENDOR NO.: F-590-896-138-001

CONTRACT NO.: C9L49

TAMPA, FLORIDA 33607

4030 WEST BOY SCOUT BLVD. STE. 700

ATKINS NORTH AMERICA, INC

WILLIAM ACEY ROBERTS, P.E. #82914

SHEET DESCRIPTIONSHEET NO.

INDEX OF SIGNING AND PAVEMENT MARKING PLANS

SIGNING AND PAVEMENT MARKING PLANS

FINANCIAL PROJECT ID 447029-1-52-02, 447029-1-52-03

T H

E

O F

F I

C I

A L

R

C O

D

O

T

I

S

E E

T

T

E C

T R

O N

C

G I

T A

L

Y

G N

A N

A L

U N

D

U

L E

G

A

C

POLK COUNTY (13030) (16090) (16110) (160119)

SR 555, SR 17, SR 60, SR 540

ENGINEER OF RECORD:

SIGNING & PAVEMENT MARKING

VARIOUS LOCATIONS IN DISTRICT 1

DYNAMIC ENVELOPE AT RAILROAD GRADE CROSSING

GLADES COUNTY (50100) (50200) (50900)

SR 25, SR 29, SR 78

HENDRY COUNTY (70300)

SR 80, SR 25

HIGHLANDS COUNTY (90600) (91100)

SR 70, SR 700

PROJECT LOCATION

CONTRACT NO.

MAINTENANCE

FDOT STANDARD INDEX #509-070

TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING1 TO 4

SQ-1 SUMMARY OF QUANTITIES

AND PHASING NOTES

S-14 TO S-15 TEMPORARY TRAFFIC CONTROL GENERAL

SIGINING AND PAVEMENT MARKING PLANS-4 TO S-13

GENERAL NOTES S-3

PROJECT LAYOUTS-2

KEY SHEETS-1

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 82914

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

S T

R E

BOR YECA M

AI

L

LI

W

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ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

4030 WEST BOY SCOUT BLVD. STE. 700

TAMPA, FLORIDA 33607

WILLIAM ACEY ROBERTS

P.E. LICENSE NUMBER 82914

ATKINS NORTH AMERICA, INC.

447029-1-52-02

GENERAL NOTES

VARIES

13'

SIGNING AND PAVEMENT MARKING GENERAL NOTES

TYPICAL

TRAFFIC SIDE

RAIL SIDE

RAILROAD DYNAMIC ENVELOPE PAVEMENT MARKING DETAIL

VARIES

447029-1-52-03

BACK OF SHOULDER

FACE OF CURB OR

6" WHITE PREFORM THERMOPLASTIC

12" WHITE PREFORM THERMOPLASTIC

2. PRE-CONSTRUCTION MEETING - RAILROAD INSURANCE IS REQUIRED AT THE PRE-CONSTRUCTION MEETING. SUBMIT RAILROAD INSURANCE TO BARBARA DAUGHERTY AT THE FDOT RAIL OFFICE AT BARBARA.DAUGHERTY@DOT.STATE.FL.US. SHE WILL SUBMIT TO FLORIDA MIDLAND RAILROAD FOR

FMRR APPROVAL.

DEPARTMENTS ENGINEER AND DISTRICT RAIL OFFICE AT (863) 519-2437 TO REQUEST NEEDED FLAGMAN OR

ACCESS TO FMRR RIGHT-OF-WAY.

4. WORK WILL NOT BE PERFORMED WITHIN RAILROAD RIGHT-OF-WAY WITHOUT A RAILROAD FLAGMAN BEING PRESENT. TO OBTAIN A FLAGMAN, THE CONTRACTOR SHALL PROVIDE AN ESTIMATE OF START DATE, WORK DAYS, HOURS AND DURATION FOR WHICH A FMRR FLAGGER WILL BE NEEDED ON ACTIVITIES WITHIN THE FMRR RIGHT-OF-WAY. PROJECTS WITH RAILROAD INVOLVEMENT REQUIRE ADVANCE NOTIFICATION TO OBTAIN

5. CONTRACTOR SHALL NOT STORE MATERIAL OR EQUIPMENT ON RAILROAD’S PROPERTY.

THE RAILROAD. INVOICES FOR SUCH PENALTIES RECEIVED BY THE DEPARTMENT WILL BE FORWARDED TO THE CONTRACTOR FOR PAYMENT. IF THE CONTRACTOR FAILS TO PAY SUCH PENALTIES, THE DEPARTMENT

MAY DEDUCT SAID AMOUNT FROM PAYMENTS MADE TO THE CONTRACTOR.

CONTRACTOR NOTES:

ANY CONFLICT WITH PAVEMENT MARKINGS (I.E. STOP BARS, SOLID YELLOW AND WHITE LINES) AND THE

DYNAMIC ENVELOPE WILL BE ADDRESSED.

2. PRE-CONSTRUCTION MEETING - RAILROAD INSURANCE IS REQUIRED AT THE PRE-CONSTRUCTION MEETING.

SUBMIT RAILROAD INSURANCE TO BARBARA DAUGHERTY AT THE FDOT RAIL OFFICE AT

BARBARA.DAUGHERTY@DOT.STATE.FL.US. SHE WILL SUBMIT TO SOUTH CENTRAL FLORIDA EXPRESS FOR INSURANCE APPROVAL. NO WORK WILL BE ALLOWED WITHIN THE SCFE RAILROAD RIGHT OF WAY WITHOUT

SCFE APPROVAL.

ENGINEER AND DISTRICT RAIL OFFICE AT (863) 519-2437 TO REQUEST NEEDED FLAGMAN OR ACCESS TO

FMRR RIGHT-OF-WAY.

4. WORK WILL NOT BE PERFORMED WITHIN RAILROAD RIGHT-OF-WAY WITHOUT A RAILROAD FLAGMAN BEING PRESENT. TO OBTAIN A FLAGMAN, THE CONTRACTOR SHALL PROVIDE AN ESTIMATE OF START DATE, WORK DAYS, HOURS AND DURATION FOR WHICH A SCFE FLAGGER WILL BE NEEDED ON ACTIVITIES WITHIN THE SCFE RIGHT-OF-WAY. PROJECTS WITH RAILROAD INVOLVEMENT REQUIRE ADVANCE NOTIFICATION TO OBTAIN

5. CONTRACTOR SHALL NOT STORE MATERIAL OR EQUIPMENT ON RAILROAD’S PROPERTY.

THE RAILROAD. INVOICES FOR SUCH PENALTIES RECEIVED BY THE DEPARTMENT WILL BE FORWARDED TO THE CONTRACTOR FOR PAYMENT. IF THE CONTRACTOR FAILS TO PAY SUCH PENALTIES, THE DEPARTMENT MAY

DEDUCT SAID AMOUNT FROM PAYMENTS MADE TO THE CONTRACTOR.

CONTRACTOR NOTES:

1. THE SIGN LOCATIONS ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT AS DIRECTED BY THE ENGINEER.

INSURANCE APPROVAL. NO WORK WILL BE ALLOWED WITHIN THE FMRR RAILROAD RIGHT OF WAY WITHOUT

6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY "DELAY OF TRAIN" PENALTIES IMPOSED BY

6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY "DELAY OF TRAIN" PENALTIES IMPOSED BY

VARIES

LEGEND:

RAILROAD SIGNAL WITH GATE

2. NO WORK TO BE DONE WITHIN 4 FEET OF THE TRACK.

3. CONSTRUCTION FLAGGING REQUIREMENTS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE

3. CONSTRUCTION FLAGGING REQUIREMENTS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE DEPARTMENTS

A FLAGMAN. THE CONTRACTOR SHOULD PLAN TO ONLY HAVE ONE CONSTRUCTION FLAGGER PER PROJECT. .

A FLAGMAN. THE CONTRACTOR SHOULD PLAN TO ONLY HAVE ONE RAILROAD FLAGGER PER PROJECT.

THIS PROJECT IS FOR THE INSTALLATION OF THE DYNAMIC ENVELOPE AND SIGNS (R8-8) AT APPROPRIATE PLACES.

TO REMOVE ALL DEBRIS FROM RAILROAD RIGHT OF WAY

DURING AND AFTER COMPLETION OF CONSTRUCTION WITHIN RAILROAD RIGHT OF WAY, CONTRACTOR IS REQUIRED

RAILROAD CROSSING NOTES (FMRR FPID # 447029-1-52-02)

RAILROAD CROSSING NOTES (SCFE FPID # 447029-1-52-03)

THIS PROJECT IS FOR THE INSTALLATION OF THE DYNAMIC ENVELOPE AND SIGNS (R8-8) AT APPROPRIATE PLACES.

1. SEE STANDARD PLANS INDEX 509-070 FOR TYPICAL RAILROAD DYNAMIC ENVELOPE PAVEMENTS DETAILS.

1. SEE STANDARD PLANS INDEX 509-070 FOR TYPICAL RAILROAD DYNAMIC ENVELOPE PAVEMENTS DETAILS.

S-3

TO REMOVE ALL DEBRIS FROM RAILROAD RIGHT OF WAY

DURING AND AFTER COMPLETION OF CONSTRUCTION WITHIN RAILROAD RIGHT OF WAY, CONTRACTOR IS REQUIRED

ANY CONFLICT WITH PAVEMENT MARKINGS (I.E. YELLOW AND WHITE LINES) AND THE

DYNAMIC ENVELOPE WILL BE REMOVED.

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REVISIONS

DATE DESCRIPTION

NO.

WILLIAM ACEY ROBERTS

P.E. LICENSE NUMBER 82914

ATKINS NORTH AMERICA, INC.

447029-1-52-02 GENERAL AND PHASING NOTES

VARIES VARIES

447029-1-52-03

TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES

MESSAGES SHOULD READ

MESSAGE 1

AHEAD

WORK

ROAD

S-14

SIDE ROADS TO CONTROL TRAFFIC. THE INDEX 102 SERIES OF THE FDOT STANDARD. PLANS SHALL BE UTILIZED.

8. FLAGGERS SHALL BE USED WHEN CONSTRUCTION ACTIVITY OCCURS AT DRIVEWAYS, SIDE STREETS OR TWO LANE

OTHERWISE SPECIFIED

7. ACCESS TO ALL PROPERTIES, DRIVEWAYS, SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES UNLESS

48 HOURS IN ADVANCE OF PERFORMING ANY LANE CLOSURES.

6. ALL LAW ENFORCEMENT, EMERGENCY/RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY SHALL BE NOTIFIED

CONSTRUCTION FLAGGER(S) SHALL BE PROVIDED TO CONTROL TRAFFIC.

5. WHEN WORK, EQUIPMENT, OR MATERIAL MOVEMENT REQUIRES INTERMITTENT TRAFFIC STOPPAGE, QUALIFIED

THE ENGINEER.

CONGESTION (5 MINUTE DELAY) UNTIL TRAFFIC HAS RETURNED TO AN ACCEPTABLE FLOW AS DETERMINED BY

4. AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE CAUSING EXTENDED TRAFFIC

3. NO LANE CLOSURES ARE ALLOWED BETWEEN THE HOURS OF 6:00 AM TO 8:00 AM AND 4:00 PM TO 6:00 PM.

2. NO ROAD CLOSURES SHALL BE ALLOWED AT ANY TIME

1. LANE CLOSURES MAY ONLY BE USED DURING ACTIVE WORK PERIODS

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REVISIONS

DATE DESCRIPTION

NO.

WILLIAM ACEY ROBERTS

P.E. LICENSE NUMBER 82914

ATKINS NORTH AMERICA, INC.

PHASE 1 NOTES

PHASE 2 NOTES

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

500' 500' 500'

500' 500' 500'

TAPER

540'

BUFFER

360'

BUFFER

250'

T A

P E

R

TAPER

540'

BUFFER

360'

RAILROAD TRACK

Flagger

AHEAD

ROAD

ONE LANE

AHEAD

ROAD

ONE LANE

AHEAD

ROAD

ONE LANE

AHEAD

ROAD

ONE LANE

Work Zone Sign

Channelizing Device (See Index 600)

Work Area

Lane Identification and Direction of Traffic

LEGEND

447029-1-52-02

447029-1-52-03

GENERAL AND PHASING NOTES

TRAFFIC CONTROL

VARIES VARIES

MAINTENANCE OF TRAFFIC TYPICAL APPLICATION DIAGRAM

S-15

PLACE DYNAMIC ENVELOPE AND INSTALL APPROPRIATE SIGN(S).4.

TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES.

CLOSE THE PHASE 1 DIRECTION IN ACCORDANCE WITH STANDARD PLANS INDEX 102-000 AND 102-025 AND THE 3.

102-000.

PLACE ADVANCE WARNING TRAFFIC CONTROL DEVICE IN ACCORDANCE WITH STANDARD PLANS INDEX 102-025 AND 2.

CONTROL PLAN GENERAL NOTES.

PLACE PORTABLE CHANGEABLE (VARIABLE) MESSAGE SIGNS (PCMS) IN ACCORDANCE WITH THE TEMPORARY TRAFFIC1.

PLACE DYNAMIC ENVELOPE AND INSTALL APPROPRIATE SIGN(S)3.

CLOSE THE PHASE 2 DIRECTION IN ACCORDANCE WITH STANDARD PLANS INDEX 102-000 AND 102-025.2.

102-025.

MAINTAIN ADVANCE WARNING TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH STANDARD PLANS INDEX 102-000 AND1.

THE INTENT OF THIS PHASE IS TO PLACE RAILROAD DYNAMIC ENVELOPE AND SIGNS IN ONLY ONE DIRECTION OF TRAVEL AT THE RAIL

FROM PHASE 1, AT THE RAIL

THE INTENT OF THIS PHASE IS TO PLACE RAILROAD DYNAMIC ENVELOPE AND SIGNS IN THE OPPOSITE DIRECTION OF TRAVEL

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REVISIONS

DATE DESCRIPTION

NO.

WILLIAM ACEY ROBERTS

P.E. LICENSE NUMBER 82914

ATKINS NORTH AMERICA, INC.

447029-1-52-02

VARIES

SUMMARY OF QUANTITIES

SQ-1

447029-1-52-03

VARIES

TABULATION OF QUANTITIES

(447029-1-52-02)

NO.

ITEM

PAY

DESCRIPTION UNIT

S-4 S-5 S-6 S-7

TOTAL

GRAND

(623053V)

SR-555

US-17 /

(625426Y)

SR-60

(625478R)

AVE

CRYSTAL

SR-17 /

(853371R)

FOOT RD

OLD 9

SR-540 /

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

700-1-11 SINGLE- POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 6 4 2 6 18

711-17 THERMOPLASTIC, REMOVE SF

* THERMOPLASTIC, WHITE, SOLID 6" SF 193 99 49 341

* THERMOPLASTIC, YELLOW, SOLID, 6" SF 48 24 72

* THERMOPLASTIC, WHITE, SKIP, 6" (10/30) SF 32 24 24 80

711-14-191 THERMOPLASTIC, PREFORMED 6" WHITE, RAILROAD LF 470 364 246 154 1234

711-14-193 THERMOPLASTIC, PREFORMED 12" WHITE, RAILROAD LF 1061 858 113 339 2371

TABULATION OF QUANTITIES

(447029-1-52-03)

NO.

ITEM

PAY

DESCRIPTION UNIT

S-8 S-9 S-10 S-11 S-12 S-13

TOTAL

GRAND

(627657N)

SR-29

(627659C)

SR-25

US-27 /

(627662K)

SR-78

(627695X)

SR-25

SR-80 /

US-27 /

(627623U)

SR-700

US-98 /

(627642Y)

SR-70 W

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

700-1-11 SINGLE- POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 4 4 2 4 2 2 18

711-17 THERMOPLASTIC, REMOVE, REMOVE SF

* THERMOPLASTIC, WHITE, SOLID 6" SF 28 27 13 18 17 12 87

* THERMOPLASTIC, YELLOW, SOLID, 6" SF 29 27 13 12 17 12 81

* THERMOPLASTIC, WHITE, SKIP, 6" (10/30) SF 27 12 39

711-14-191 THERMOPLASTIC, PREFORMED 6" WHITE, RAILROAD LF 105 129 76 189 112 80 586

711-14-193 THERMOPLASTIC, PREFORMED 12" WHITE, RAILROAD LF 235 286 224 647 457 175 1789

2. Reimbursement for the cost of this Railroad Work is to be in accord with the provisions set forth in Administrative Rule Chapter 14-57 as: