CN-550000-E4Q69-00040000.pdf

Centennial

FDOT,

-.110. 101;7"---c2015 .

Florida Department of Transportation

RICK SCOTT

3400 West Commercial Boulevard

JIM BOXOLD

GOVERNOR

Fort Lauderdale, FL 33309-3421

SECRETARY

MEMORANDUM

Date: Tuesday, June 02, 2015

TO: Contract Payment Section M/S 42

FROM: Becky B. Johnson, District 4 Construction Contracts Administrator

COPIES: File

SUBJECT: TRANSMITTAL OF APPROVED SUPPLEMENTAL AGREEMENT

Please find enclosed the approved Supplemental Agreement/Change Order 1 dated 6/1/2015 in the amount of $0.00 and 0 days for the following project:

700-010-45

CONSTRUCTION

04/11

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

SUPPLEMENTAL AGREEMENT

No. 001 Contract No.: E4Q69

$0.00 Decrease $0.00

WEST N TY COMPANY (SEAL)

This agreement entered into on )1.0)/5— , such an agreement to be effective on the last date of execution by a party hereto, by a between the State of Florida Department of Transportation "Department", and

(1) The Department and the Contractor hereby amend this contract as follows:

(Continued on page 2, attached hereto and made a part hereof.)

Revised Plan Sheet Nos. N/A

(2) The quantities to be paid shall be determined as provided in the Standard Specifications, Edition of 2014 The quantities so determined shall be paid at the unit prices stated on the attached sheets.

(3) It is further agreed that this supplemental agreement shall not alter or change in any manner the force and effect of the original Contract No. E4Q69 , including any previous amendments thereto, except insofar as the same is altered and amended by this supplemental agreement.

(4) The Department and the Contractor agree that the contract time adjustment and sum agreed to in this Supplemental Agreement constitute a full and complete settlement of the matters set forth herein, including all direct and indirect costs for equipment, manpower, materials, overhead, profit and delay relating to the issues set forth in the Supplemental Agreement. This settlement is limited to and applies to any claims arising out of or on account of the matters described and set forth in this Supplement Agreement.

Granted Time this Agreement 0 Days

Net Change in Contract Amount this Agreement: Increase No Change

Approved By:

Secretary or Designee Signature Printed Name Francis Lewis, P.E.

Title

Date

Secretary or Designee Si ure

Printed Name Title

Date

Exe• ted By:

(SEAL)

Contractor Signature

D. WiiKLii

--.C.eti641119,J on. enseip 11;

LISETT ROD'IGUEZ

ce Agent ate

Executed By' rolyn Gish, P.E.

District Construction Engineer

Broward Operations Engineer

Attorney Si

Printed ,Name Date/ e, Department of Transportation, Legal R view BY

700-010-45

CONSTRUCTION - 04/11

No. 001 Contract No.: E4Q69

Road No(s). SR 7

Federal Aid Project No(s). N/A Fin. Proj. ID 436542-1-52-01

(1) continued:

(A) Add new pay items to the contract . These pay items were not in the original contract but are needed to complete work documents BR-1-2015 and BR-2-2015 which have been issued from District 4 Traffic Operations to Broward Operations Center. Also add a negative adjustment pay item 9999-1 generic contract change "Budgetary Ceiling Item- For Accounting Purposes Only", since this is a Push-Button Contract, and due to budgetary restrictions, this negative pay item will make this SA a zero dollar contract change.

(B) Specification Change per DCE Memo 25-14: Which has Blanket Approval for Structural grout pads - Mast Arms and Cantilever Sign Structures.

Rpt-ID: RCOCORPT

Florida

Date: 05/11/2015

User: cn412jI

Department of Transportation

Page: 3 of 6

Change Order Report

Contract ID: E4Q69

Change Order Nbr: 001 Force Acct ID: 0

Change Order Type: Supplemental Aggreement

CO Description: Add Pay Items to the Contract/Spec Chg DCE 25-14 Strl Grt Pd

Zero Dollar Change Order: No

Project Nbr ltm Nbr Catg Item Code Unit Unit Price Bid Qty Prey Apprvd Qty Curr CO Qty Curr Apprvd Qty Amount of Change

43654215201 0041 0200 0337 7 74 TN $350.00 0 0 98.7 0 This Chng: $34,545.00

Item Description ASPH CONC FC,TRAF C,FC-12.5,PG 76-22,ARB CO Item Description Prey Revised: $0.00

New Revised: $34,545.00 Supplemental Description) New pay item for work document BR-1-2015

Bid Contract: $0.00 Supplemental Description2

Net Change: $34,545.00

Pct Change:

43654215201 0156 0200 0632 7 2 LF $6.70 0 0 210 0 This Chng: $1,407.00

Item Description SIGNAL CABLE, REPAIR/REPL-FUR & INSTALL CO Item Description Prey Revised: $0.00

New Revised: $1,407.00 Supplemental Description) New pay item for work document BR-2-2015.

Bid Contract: $0.00 Supplemental Description2

Net Change: $1,407.00

Pct Change:

43654215201 0157 0200 0649 31104 EA $57,238.70 0 0 1 0 This Chng: $57,238.70

Item Description M/ARM,F&I, WS-150,SING ARM,W/0 LUM-70.5 CO Item Description Prey Revised: $0.00

New Revised: $57,238.70 Supplemental Description) New pay item for work document BR-2-2015.

Bid Contract: $0.00 Supplemental Description2

Net Change: $57,238.70

Pct Change:

43654215201 0158 0200 0650 1311 AS $1,534.22 0 0 2 0 This Chng: $3,068.44

Prey Revised: $0.00 Item Description TRAFFIC SIGNAL,F&l,3 SECT,1 WAY,ALUMINUM CO Item Description

New Revised: $3,068.44 Supplemental Description) New pay item for work document BR-2-2015.

Bid Contract: $0.00 Supplemental Description2

Net Change: $3,068.44

Pct Change:

Florida

Date: 05/11/2015 "

Department of Transportation Page: 4 of 6

Project Nbr Itm Nbr Catg Item Code Unit Unit Price Bid Qty Prey Apprvd Qty Curr CO Qty Curr Apprvd Qty Amount of Change

43654215201 0159 0200 0650 4 AS $613.43 0 0 3 0 This Chng: $1,840.29

Item Description TRAFFIC SIGNAL, RELOCATE CO Item Description Prey Revised: $0.00

New Revised: $1,840.29

Supplemental Description) New pay item for work document BR-2-2015.

Bid Contract: $0.00

Supplemental Description2 Net Change: $1,840.29

43654215201 0160 0200 0660 4 42 EA $2,688.84 0 0 1 0 This Chng: $2,688.84

Item Description VEHICLE DETECTION SYSTEM- VIDEO, ABOVE G CO Item Description

New Revised: $2,688.84

Bid Contract: $0.00

Supplemental Description2 Net Change: $2,688.84

43654215201 0161 0200 0690 32 2 EA $2,164.08 0 0 1 0 This Chng: $2,164.08

Item Description POLE REMOVAL, SHALLOW, BOLT ON ATTACH CO Item Description

New Revised: $2,164.08 Supplemental Description) New pay item for work document BR-2-2015.

Bid Contract: $0.00 Supplemental Description2

Net Change: $2,164.08

43654215201 0162 0200 0690 90 PI $660.82 0 0 1 0 This Chng: $660.82

Item Description CONDUIT & CABLING- WITHIN INTER, REMOVE CO Item Description

New Revised: $660.82

Bid Contract: $0.00

Supplemental Description2 Net Change: $660.82

43654215201 0165 0200 0700 3501 EA $225.39 0 0 1 0 This Chng: $225.39

Item Description SIGN PANEL, RELOCATE, UP TO 12 SF CO Item Description

New Revised: $225.39

Bid Contract: $0.00

Supplemental Description2 Net Change: $225.39

43654215201 0166 0200 0700 5 50 EA $880.11 0 0 1 0 This Chng: $880.11

Item Description INTERNAL ILLUM SIGN, RELOCATE CO Item Description

New Revised: $880.11

Bid Contract: $0.00

Supplemental Description2 Net Change: $880.11

User: cn412jI

Project Nbr Itm Nbr Catg Item Code Unit

Florida

Department of Transportation

Unit Price Bid Qty Prey Apprvd Qty Curr CO Qty

Date: 05/11/2015

Page: 5 of 6

Curr Apprvd Qty Amount of Change

43654215201 0170 0200 0710 11111 NM $1,063.00 0 0 0.088 0 This Chng: $93.54

Item Description PAINTED PAVT MARK,STD,WHITE,SOLID,6" CO Item Description Prey Revised: $0.00

New Revised: $93.54 Supplemental Description) New pay item for work document BR-1-2015.

Bid Contract: $0.00 Supplemental Description2

Net Change: $93.54

Pct Change:

43654215201 0171 0200 0710 11122 LF $0.50 0 0 512 0 This Chng: $256.00

Item Description PAINTED PAVT MARK,STD,WHITE,SOLID, 8" CO Item Description Prey Revised: $0.00

New Revised: $256.00 Supplemental Description) New pay item for work document BR-1-2015.

Bid Contract: $0.00 Supplemental Description2

Net Change: $256.00

Pct Change:

43654215201 0172 0200 0710 11125 LF $1.40 0 0 21 0 This Chng: $29.40

Prey Revised: $0.00 Item Description PAINTED PAVT MARK,STD,WHITE,SOLID,24" CO Item Description

New Revised: $29.40 Supplemental Description1

Bid Contract: $0.00 Supplemental Description2

Net Change: $29.40

Pct Change:

43654215201 0173 0200 0710 11151 LF $0.40 0 0 30 0 This Chng: $12.00

Prey Revised: $0.00 Item Description PAINTED PAVT MARK,STD,WH,DOT GUIDE, 6" CO Item Description

New Revised: $12.00 Supplemental Description) New pay item for work document BR-1-2015.

Bid Contract: $0.00 Supplemental Description2

Net Change: $12.00

Pct Change:

43654215201 0174 0200 0710 11170 EA $32.00 0 0 12 0 This Chng: $384.00

Prey Revised: $0.00 Item Description PAINTED PAVT MARK,STD,WHITE, ARROWS CO Item Description

New Revised: $384.00 Supplemental Description) New pay item for work document BR-1-2015.

Bid Contract: $0.00 Supplemental Description2

Net Change: $384.00

Pct Change:

43654215201 0175 0200 0710 11211 NM $1,063.00 0 0 0.096 0 This Chng: $102.05

Item Description PAINTED PAVT MARK,STD,YELLOW,SOLID,6" CO Item Description

New Revised: $102.05

Supplemental Description) New pay item for work document BR-1-2015.

Bid Contract: $0.00

Supplemental Description2 Net Change: $102.05

Rpt-ID: RCOCORPT Florida Date: 05/11/2015 -

Department of Transportation Page: 6 of 6

Project Nbr Itm Nbr Catg Item Code Unit Unit Price Bid Qty Prey Apprvd Qty Curr CO Qty Curr Apprvd Qty Amount of Change

43654215201 0176 0200 0711 16211 NM $12,000.00 0 0 0.096 0 This Chng: $1,152.00

Item Description THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" CO Item Description

New Revised: $1,152.00

Supplemental Description) New pay item for work document BR-1-2015.

Bid Contract: $0.00

Supplemental Description2 Net Change: $1,152.00

43654215201 0200 0200 9999 3 LS $-106,747.66 0 0 1 0 This Chng: $-106,747.66

Item Description GENERIC CONTRACT CHANGE(S/M ONLY) CO Item Description

New Revised: $-106,747.66

Supplemental Description) Bugetary Ceiling Item For Accounting Purposes Only.

Bid Contract: $0.00

Supplemental Description2 Net Change: $-106,747.66

Pct Change:

Total Value for Change Order 001 = $0.00

General or Standard Change Order Explanation

Spec Change per DCE Memo 25-14, whick has a blanket approval for Structural Grout Pads, Mast Arms and Cantilever Sign Structures.

FDOT

RICK SCOTT

GOVERNOR

Florida Department of Transportation 605 Suwannee Street

Tallahassee, FL 32399-0450

ANANTH PRASAD, P.E.

SECRETARY

December 10, 2014

DCE MEMORANDUM NO. 25-14

(FHWA Approved:• 12/10/2014)

TO: DISTRICT CONSTRUCTION ENGINEERS

FROM: David A. Sadler, P.E., Director, Office of Constructi

COPIES: Tom Byron, Rudy Powell, Bob Burleson, Nick Finch, Chad Thompson, Rafiq Darji

SUBJECT: STRUCTURAL GROUT PADS — MAST ARMS AND CANTILEVER SIGN

STRUCTURES

Currently, mast arm structures and cantilever overhead sign structures have a vermin screen installed between the drilled shaft and the base plate. Effective with January 2015 lettings, these structures will have a structural grout pad installed between the drilled shaft and the base plate.

Specification Subarticles 649-5, 649-7, and 700-2.2.3 and Design Standards Indexes 11310 - Cantilever Sign Structure and 17745 - Mast Ann Assemblies have been modified to depict construction of the structural grout pad for affected structures.

Existing construction contracts which include the construction of cantilever overhead sign structures or mast arm structures shall incorporate the 2015 Design Standards Indexes 11310 and 17745 (attached) and Specification Subarticles 649-5, 649-7 and 700-2.2.3 (attached) from the 2015 Standard Specifications for Road and Bridge Construction. For installations where the vermin screen has already been installed, remove the vermin screen and install the structural grout pad. However, if installation of the structural grout pad will cause a delay in the Final Acceptance of the contract do not install the structural grout pad.

This memorandum serves as blanket approval to process a contract change to incorporate the attached documents into contracts let prior to January 2015. Attach a copy of this memorandum with attached documents to the Work Order or Supplemental Agreement. This memorandum will expire July 1, 2015.

If you have any questions, please call Dan Hurtado at 850-414-4155.

DAS/dh Attachments www.dot.state.fl.us

SP6490000

All Jobs

GALVANIZED STEEL POLES, MAST ARMS AND MONOTUBE ASSEMBLIES.

(REV 10-13-14)(1-15)

SECTION 649 is deleted and the following substituted:

SECTION 649

GALVANIZED STEEL POLES, MAST

ARMS AND MONOTUBE ASSEMBLIES

649-1 Description.

The work in this Section consists of furnishing and installing galvanized steel strain poles, galvanized steel mast arms, galvanized steel monotube assemblies, and galvanized steel CCTV poles in accordance with the details shown in the Contract Documents, subject to a five year warranty period as defined herein. The warranty period will apply only when poles, mast arms or steel monotube assemblies are painted as called for in the Contract Documents.

649-2 Materials.

649-2.1 Pole Assembly: Use pole assemblies as shown in the Design Standards when standard mast arm assemblies, standard strain pole assemblies, or standard steel CCTV pole assemblies are required by the Contract Documents.

Obtain poles, mast arm, monotube assemblies from a fabrication facility that is listed on the Department's list of Metal Producers with an Accepted Quality Control Program, meeting the requirements of 105-3.

Use coating products meeting the requirements of Section 975.

Use grouts meeting the requirements of Section 934 and listed on the

Department's Approved Product List (APL).

Use water meeting the requirements of Section 923.

Use membrane curing compounds meeting the requirements of Section 925.

649-2.2 Camera Lowering Device: Meet the requirements of 641-2.2.

649-3 Fabrication.

Fabricate poles, mast arm, and monotube assemblies and miscellaneous hardware in accordance with the Contract Documents. Cut all materials to the final dimensions and complete all welding prior to galvanizing. Obtain all components for individual strain poles, mast arm and monotube assemblies from the same fabricator. Obtain the luminaire and bracket from other sources, when necessary.

Affix an aluminum identification tag which will be visible from the handhole or located inside the terminal box containing the information described in the Design Standards.

Before shipping, assemble mast arm and monotube assemblies including luminaire and bracket, to assure proper fit. The mast arm and monotube assemblies may be separated for shipment.

Ensure all components are protected from damage during shipping and handling by wrapping or other effective methods. Replace any component, which the Engineer determines is damaged beyond repair, at no additional cost to the Department. If components are wrapped for shipment, remove wrappings no later than five days after receipt of components or immediately if the wrappings become saturated. Post these instructions in brightly colored wording on the wrapper. Failure to comply with these instructions may lead to damage of the coating system and will be cause for the rejection of the component.

649-4 Coatings.

649-4.1 Galvanizing: Galvanize all components in accordance with ASTM A123, except galvanize all fastener assemblies in accordance with ASTM A153. Use galvanizing methods which provide surfaces suitable for painting.

649-4.2 Surface Preparation: Prepare all galvanized surfaces to be painted in accordance with ASTM D6386 and the manufacturer of the coating system's specifications.

Provide a clean and suitable galvanized surface that maximizes coating system adhesion.

Measure the thickness of the zinc coating after completion of surface preparation using a magnetic thickness gage in accordance with ASTM A123. Ensure sufficient galvanizing remains on the substrate to meet the requirements of ASTM A123 and the Contract Documents.

Correct any deficient areas to the satisfaction of the Engineer at no additional cost to the Department.

649-4.3 Painting:

649-4.3.1 General: When required by the Contract Documents, provide painted poles, mast arms and monotube assemblies. Provide products from a fabricator on the Department's list of Prequalified Fabricators of Painted Galvanized Steel Strain Poles, Mast Arms and Monotube Assemblies. Provide products that will meet specification requirements throughout the warranty period. Meet the color requirement as specified in the Contract Documents. Provide the Engineer with two metal sample coupons, a minimum of 2 inches x 4 inches, painted concurrently and with the same paint as was used on the first lot of any poles, mast arms and monotube assemblies delivered to the jobsite. Provide sample coupons and manufacturer product data sheets to the Engineer along with the delivery of the first shipment of any painted poles, mast arms or monotube assemblies delivered to the jobsite. At the time of their delivery, the sample coupons described in this paragraph shall match the color of the poles, mast arms and monotube assemblies to within 1AE measured as specified in 975-4. If the delivered sample coupons exhibit a difference in color from the poles, mast arms and monotube assemblies greater than 1AE then the sample coupons will be considered unacceptable and no payment shall be made for the materials which the sample coupons represent. Those materials shall not be accepted by the Department until acceptable representative sample coupons in accordance with the requirements of this Section have been delivered to the Engineer.

649-4.3.2 Responsible Party Warranty: When the Contract Documents call for painted galvanized steel poles, mast arms or monotube assemblies, the Contractor shall designate a responsible party to accept responsibility. The responsible party designated by the Contractor must execute and deliver to the Department a form, provided by the Department, prior to the first delivery to the jobsite of any painted poles, mast arms or monotube assemblies, stipulating that the responsible party accepts responsibility for ensuring the coating system adhesion and color retention requirements as specified in 975-4 are met for a period of five years after final acceptance in accordance with 5-11. The responsible party shall also bear the continued responsibility for performing all remedial work associated with repairs of any adhesion or color retention failure as defined in Section 975, as to which notice was provided to the responsible party within the five year warranty period. Failure to timely designate the responsible party will result in the Contractor being the responsible party unless otherwise agreed to in writing by the Department. The responsible party shall be either the Contractor or the fabricator. When the responsible party is the fabricator, the responsible party shall be one of the fabricators listed on the Prequalified Fabricators of Painted Galvanized Steel Strain Poles, Mast Arms and Monotube Assemblies. This list may be viewed on the Department's website at the following URL:

http://www.dot.statell.us/construction/ .

Upon final acceptance of the Contract in accordance with 5-11, the Contractor's responsibility to ensure that the coating system adhesion and color retention requirements specified in 975-4 will terminate. The obligations of the responsible party set forth in this Section shall start at final acceptance of the Contract in accordance with 5-11 and continue thereafter until expiration of the five year warranty period.

649-5 Installation.

Install foundations in accordance with Section 455. Do not install poles, mast arm poles, or monotubes until the foundation has achieved 70% of the specified 28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean the top of the foundation of any laitance, oils, grease or any other deleterious materials. Erect strain poles in an orientation which considering the rake and the application, cable forces will produce a plumb pole. Erect monotubes plumb at the time of installation. Plumb the pole supporting mast arms after the mast arms, traffic signals or sign panels have been placed.

If the traffic signals and/or sign panels are not in place within two working days after the mast arm is erected, furnish and install a 3 foot x 2 foot blank sign panel on the bottom of each mast arm within 6 feet of the mast arm tip and plumb the pole. Re-plumb the pole supporting mast arms after installation of traffic signals and sign panels.

Install ASTM A325 bolt, nut and washer assemblies in accordance with the following.

Use bolt, nut and washer assemblies that are free of rust and corrosion and are lubricated properly as demonstrated by being able to easily hand turn the nut on the bolt thread for its entire length. Tighten nuts to a snug tight condition to bring the faying surfaces of the assembly into full contact which is referred to as snug-tight. Snug-tight is defined as the maximum nut rotation resulting from the full effort of one person using a 12 inch long wrench or equivalent. After bringing the faying surfaces to a snug-tight condition, tighten nuts in accordance with Table 460- 7, Nut Rotation from the Snug Tight Condition. Maintain uniform contact pressure on the faying surfaces during snugging and turn-of-nut process, by using a bolt tightening pattern that balances the clamping force of each bolt, as closely as possible, with the equal clamping force of a companion bolt.

Base plate installation steps are as follows:

1) Verify that the nuts can be turned onto the bolts past the elevation corresponding to the bottom of each in-place leveling nut and be backed off by the effort of one person on a 12 inch long wrench, without employing a pipe extension on the wrench handle.

2) Clean and lubricate the exposed threads of all anchor bolts. Clean and lubricate the threads and bearing surfaces of all leveling nuts. Re-lubricate the exposed threads of the anchor bolts and the threads of the leveling nuts if more than 24 hours has elapsed since earlier lubrication, or if the anchor bolts and leveling nuts have become wet since they were first lubricated.

3) Turn the leveling nuts onto the anchor bolts and align the nuts to the same elevation.

4) Place structural plate washers on top of the leveling nuts; one washer corresponding to each anchor bolt.

5) Install the base plate onto the leveling nut washers, place structural plate washers on top of the base plate; one washer corresponding to each anchor bolt, and turn the top nuts onto the anchor bolts.

6) Tighten top nuts to a snug-tight condition in a star pattern. A star tightening pattern is one in which the nuts on opposite or near opposite sides of the bolt circle are successively tightened in a pattern resembling a star. For an 8 bolt circle with bolts sequentially numbered 1 to 8, tighten nuts in the following bolt order: (1, 5, 7, 3, 8, 4, 6, 2).

7) Tighten leveling nuts to a snug-tight condition in a star pattern. The distance from the bottom of the leveling nuts to the top of the concrete must not exceed one anchor bolt diameter.

8) Before final tightening of the top nuts, mark the reference position of each tip nut in a snug-tight condition with a suitable marking on one flat with a corresponding reference mark on the base plate at each bolt. Then incrementally turn the top nuts using a star pattern until achieving the required nut rotation specified in Table A. Turn the nuts at least 2 full tightening cycles (passes). After tightening, verify the nut rotation. Do not exceed the Table A value by more than 20 degrees.

9) Tighten each retainer or jam nut until it is in firm contact with the top surface of the anchor bolt nut; then while preventing the anchor bolt nut from rotating, tighten the jam nut unit it is snug tight.

10) Install a screen over the gap between the base plate and foundation concrete in accordance with 649-6, or place a structural grout pad in accordance with 649-7.

Table A Anchor Bolt Diameter (inches) Nut Rotation from Snug-Tight Condition

< 1-1/2 1/3 turn > 1-1/2 1/6 turn

649-5.1 Camera Lowering Device Installation: Meet the requirements of 641-4.4.

649-6 Screen Installation.

On steel strain poles and steel monotube assemblies, install a screen that will prevent vermin and debris from entering the gap between the bottom of the base plate and the top of the concrete foundation. Cover the entire gap with a wire screen, the bottom horizontal wire of which shall be in full contact with the surface of the concrete foundation and the top horizontal wire of which shall not extend beyond the top surface of the base plate. For the screen, use standard grade plain weave galvanized steel wire cloth with 1/2 inch x1/2 inch mesh and

0.063 inch diameter wires. Vertical screen wires shall not extend beyond the top and bottom horizontal wires of the screen. Use one continuous section of screen with only one overlapping splice where the ends come together and overlap the layers 3 inches minimum. Attach the screen to the vertical side of the base plate with self-tapping stainless steel screws (No. 8, 1/2 inch long) with stainless steel washers (1/4 inch inside diameter). Drill pilot holes into the base plate to facilitate screw installation. Install screws on 9 inch centers maximum and at least one screw shall be installed through the overlapping splice to clamp the layers together. Also clamp the overlapping splice layers together just above the concrete foundation with an all stainless steel fastener assembly consisting of a machine screw (No. 8, 5/8 inch long), nut and two flat washers

(1/4 inch inside diameter) and lock washer. Tightly clamp the screen layers between the flat washers.

649-7 Structural Grout Pads.

On mast arm support structures, install a structural grout pad in accordance with the

Design Standards and manufacturer's instructions. Prior to grout placement, flush the top of the foundation with water to remove any dirt and debris.

Mix grout to a fluid state with an efflux time of 20 to 30 seconds. Test the grout fluidity using ASTM C939 Flow Cone Method. Discard any grout with an unacceptable efflux time.

Do not use mechanical means to push or vibrate the grout. Clean any excess grout from the base plate. Verify that water inside the pole will drain freely through the installed drain hole.

649-8 Remedial Work.

During the warranty period, the responsible party shall perform all remedial work necessary to meet the requirements of this Specification at no cost to the Department. Such remedial work shall be performed within 180 days of notification of a failure by the Department.

Failure to perform such remedial work within the time frame specified will result in the work being performed by other forces at the responsible party's cost.

If the responsible party is the fabricator, the fabricator will be removed from the list of Prequalified Fabricators of Painted Galvanized Steel Poles, Mast Arms and Monotube Assemblies for a minimum of six months or until payment in full for the correction of the deficiencies or defects has been made, whichever is longer.

If the responsible party is the Contractor, the Department will suspend, revoke or deny the responsible party's certificate of qualification under the terms of Section 337.16(d)(2), Florida Statutes, for a minimum of six months or until payment in full for the correction of the deficiencies or defects has been made, whichever is longer.

649-9 Statewide Disputes Review Board.

A Statewide Disputes Review Board will resolve any and all disputes that may arise involving administration and enforcement of this Specification. The responsible party and the Department acknowledge that use of the Statewide Disputes Review Board is required, and the determinations of the Statewide Disputes Review Board for disputes arising out of this Specification will be binding on both the responsible party and the Department, with no right of appeal by either party.

649-10 Method of Measurement.

The Contract unit price each for poles, mast arms, and monotube assemblies, furnished and installed, will include all materials specified in the Contract Documents, including the foundation, cover plates, caps, clamps, blank sign panel, luminaire bracket, all labor, equipment, miscellaneous materials and hardware necessary for a complete and acceptable installation.

The Contract unit price for removal of poles, mast arms, and monotube assemblies will include the removal of all attachments (arms, vehicle signals, light fixtures, pedestrian signals, pedestrian detectors and other incidentals).

When shallow pole removal is called for, remove the pole, foundation, and all accessories or attachments (including pole keys, dead men, guying apparatus, conduit, anchor bolts and reinforcing steel) to a minimum depth of four feet below existing grade.

When deep pole removal is called for in the Plans, completely remove the pole including the foundation and all accessories or attachments as listed above.

649-11 Basis of Payment.

Price and payment will be full compensation for all work specified in this Section. Sign panels and signal assemblies will be paid for separately.

Payment will be made under:

WESTERN SURETY COMPANY

21.1.4.177.1.°/ L. Nelson, Assistant Secretary

Western Surety Company

POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT

Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint

Jeffrey Samas, Robert Mc Minn, Richard Arcadio Rodriguez, Lisette Rodriguez, Individually of Coconut Grove, FL, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature

- In Unlimited Amounts -and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said

Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed.

This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation.

In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 8th day of April, 2015.

WESTERN SURETY COMPANY

Attioswoe aul T. Bruflat, Vice President

State of South Dakota

SS

County of Minnehaha

On this 8th day of April, 2015, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation.

My commission expires

June 23, 2015

J. MOHR

NOTARY PUBLIC CZ

✓ SOUTH DAKOTA

,333.31.4300.003•••••••••3443~3A3000033.•* (per) &AA}

J. Mohr, Notary Public

CERTIFICATE

I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 2 8th day of MAY , 2 01 5 •

Form F4280-7-2012

Authorizing By-Law

ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY

This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company.

Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company.

The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile.