ATTACHMENT_A_Orangeburg_and_Mallard_Intersection_Specifications_Package_20260320.pdf

SCOPE OF WORK

(1) DORCHESTER COUNTY MANAGEMENT ROLES:

(2) STANDARDS AND REFERENCES:

(3) DIVISION 100: STANDARD DRAWINGS:

(4) DIVISION 100: MOST RECENT EFFECTIVE UPDATES:

(5) DIVISION 100: IMMINENT STANDARD DRAWINGS:

(6) DIVISION 100: STANDARD DRAWING ERRATA:

(7) DIVISION 100: CONSTRUCTION MANAGEMENT SYSTEM:

(8) SECTION 102: UNIQUE ENTITY ID (SAM) REQUIREMENT FOR ALL PROJECTS

(9) SECTION 105: SCDOT COMPUTER USAGE POLICY:

(10) SECTION 106: TELECOMMUNICATION AND VIDEO SURVEILLANCE EQUIPMENT:

(11) SECTION 107: FAIR LABOR STANDARDS ACT OF 1938, AS AMENDED:

(12) SECTION 107: TEMPORARY MATS, BARGES, AND TRESTLES

(13) SECTION 107: CARGO PREFERENCE ACT REQUIREMENTS:

(14) SECTION 107: REQUIRED MEDIA NOTIFICATION FOR CONSTRUCTION PROJECTS:

(15) SECTION 107: CONTRACT PROVISION TO REQUIRE CERTIFICATION AND COMPLIANCE

CONCERNING ILLEGAL ALIENS

(16) SECTION 107: IRAN DIVESTMENT ACT:

(17) SECTION 109: AS-BUILT CONSTRUCTION PLANS

(18) DIVISION 600: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES:

(19) DIVISION 680: TRAFFIC SIGNALS:

(20) SECTION 714: SMOOTH WALL PIPE:

(21) SECTION 714: PIPE END TREATMENTS (2/5/2010)

(22) SECTION 714: CLEANING EXISTING PIPE:

PERMITS

SCOPE OF WORK

The project involves construction of right turn lanes at the intersection of Orangeburg Road and Mallard Road in accordance with the project plans titled “Proposed Plans for S-22 (Orangeburg Road) & S-58 (Mallard Road) Intersection Improvements” dated February 27, 2026. Major work items include:

A. Clearing & grubbing of the project area, B. Erosion control, grading, drainage installation, and paving, C. Pavement marking, signing, traffic signal work, and traffic control.

(1) DORCHESTER COUNTY MANAGEMENT ROLES:

This project is managed by Dorchester County. References to SCDOT, the Department, and SCDOT officials in the Standard Specifications, Supplemental Specifications, Supplemental Technical Specifications, and Special Provisions shall be interpreted as Dorchester County and the Dorchester County Public Works Director or their designee as applicable.

(2) STANDARDS AND REFERENCES:

This project is to be constructed under the SCDOT 2025 Standard Specifications for Highway Construction, the SCDOT 2025 Supplemental Specifications, the 2009 SCDOT Standard Drawings, the SCDOT 2004 Construction Manual, the SCDOT Supplemental Technical Specifications in effect at the time of the letting, and the following Special Provisions:

The above noted publications are available on the internet as follows, or may be obtained from the SCDOT Engineering Publications office at (803) 737-4533 or via e-mail at engrpubsales@dot.state.sc.us

SCDOT 2025 Standard Specifications for Highway Construction https://www.scdot.org/content/dam/scdot-legacy/business/pdf/2025_SCDOT_Standard_Specifications.pdf

2009 SCDOT Standard Drawings

Standard Drawings Disclaimer

SCDOT 2004 Construction Manual

SCDOT Construction Manual (2004)

SCDOT Supplemental Specifications https://www.scdot.org/business/road-supplemental-specs-2025.html.

SCDOT Supplemental Technical Specifications https://www.scdot.org/business/road-technical-specs-2025.html.

South Carolina Manual on Uniform Traffic Control Devices (SCMUTCD) http://www.scdot.org/doing/technicalPDFs/mutcdSupp/supplement_mutcd.pdf.

Approved Products List for Traffic Control Devices in Work Zones

Traffic Engineering Manuals

(3) DIVISION 100: STANDARD DRAWINGS:

The Bidders are hereby advised that this project shall be constructed using the Current Standard Drawings with all updates effective at the time of the letting. The Standard Drawings are available for download at https://www.scdot.org/business/standard-drawings.aspx. All drawings that are updated are labeled with their effective letting date in red.

All references in the plans, standard specifications, supplemental specifications, supplemental technical specifications or special provisions to drawings under the previous numbering system (prior to 2007) are hereby updated to the new drawing numbers. Refer to sheets 000-205-01 through 000-205-07 to find new drawing numbers when looking for references to older drawing numbers. “Old sheet numbers” are also visible on the website when using the full set of drawings mailto:engrpubsales@dot.state.sc.us https://www.scdot.org/content/dam/scdot-legacy/business/pdf/2025_SCDOT_Standard_Specifications.pdf https://www.scdot.org/content/dam/scdot-legacy/business/pdf/2025_SCDOT_Standard_Specifications.pdf http://www.scdot.org/doing/sd_Disclaimer.aspx http://www.scdot.org/doing/construction_Manual.aspx https://www.scdot.org/business/road-supplemental-specs-2025.html https://www.scdot.org/business/road-technical-specs-2025.html http://www.scdot.org/doing/technicalPDFs/mutcdSupp/supplement_mutcd.pdf http://www.scdot.org/doing/publications_Traffic.aspx https://www.scdot.org/business/standard-drawings.aspx

“current” search and are sortable by clicking the header “Old Sheet #” on the results page. Be aware that some older drawings now span over multiple pages due to detailing changes.

(4) DIVISION 100: MOST RECENT EFFECTIVE UPDATES:

The following drawings were removed, updated, or added effective with the January 2019 letting.

See section 103 for imminent drawings on future lettings.

403-205- 01 721-1

BRIDGE END FLUME MOVED TO 805-

325-75 AND 719-920-00

REPLACED JAN 2019 BY 805-

325-75, 805-325-76 AND 719-920-

403-205-

S 805- 9B

BRIDGE END FLUME MOVED TO 805-

325-75 AND 719-920-00

REPLACED JAN 2019 BY 805-

325-75, 805-325-76 AND 719-920-

403-210- 00 721-1A

BRIDGE END FLUME MOVED TO 805-

325-75 AND 719-920-00

REPLACED JAN 2019 BY 805-

325-75, 805-325-76 AND 719-920-

605-010-

605- 3(1)

CONSTRUCTION SIGNING -

PERMANENT WORK ZONE SPEEDING

- $200 FINE PRIMARY ROUTES JANUARY 2019 UPDATE

605-015- 00 605-4

CONSTRUCTION SIGNING -

PERMANENT WORK ZONE SPEEDING

- $200 FINE INTERSTATE ROUTE JANUARY 2019 UPDATE

605-025-

605- 5(1)

CONSTRUCTION SIGNING - SPECIAL

SIGNS $5000 FINE FOR VIOLATIONS JANUARY 2019 UPDATE

610-005- 00 610-1

FLAGGING OPERATION TWO-LANE

TWO-WAY PRIMARY & SECONDARY

ROUTES JANUARY 2019 UPDATE

610-005-

2019U

PDATE

FLAGGING OPERATION WORK ZONE

THRU STOP STOP SIGN

CONTROLLED SIDE ROADS JANUARY 2019 UPDATE

610-005-

2019U

PDATE

FLAGGING OPERATION WORK ZONE

CONTINUE THRU STOP CONTROL

INTERSECT ALL APPROACH JANUARY 2019 UPDATE

610-005-

2019U

PDATE

FLAGGING OPERATION WORK ZONE

THRU TRAF SIGNAL W/LAW

ENFORCEMENT OFFICERS JANUARY 2019 UPDATE

610-005-

2019U

PDATE

FLAGGING OPERATION WORK ZONE

CONTINUE THRU TRAF CONTROL

INTERSECT W/FLAGGER JANUARY 2019 UPDATE

610-005-

2019U

PDATE

FLAGGING OPERATION WORK ZONE

TERMINATE @ INTERSECT W/2-LANE

2-WAY ROAD DEPARTURE JANUARY 2019 UPDATE

610-005-

2019U

PDATE

FLAGGING OPERATION

INTERSECTIONS W/TWO-LANE TWO-

WAY ROADWAYS APPROACH LANE JANUARY 2019 UPDATE

610-005-

2019U

PDATE

FLAGGING OPERATION STOP SIGN

CONTROL INTERSECTION W/LOW

SPEED </=35 MPH JANUARY 2019 UPDATE

610-005-

2019U

PDATE

FLAGGING OPERATIONS STOP SIGN

CONTROL INTERSECTION 40MPH-

60MPH MULTILANE ROAD JANUARY 2019 UPDATE

610-515- 00 610-28

EXTENDED ROAD CLOSURE OF NEW

ROADWAY ALIGNMENT JANUARY 2019 UPDATE

719-115-

REPLA

CED

INSTRUCTIONS FOR DROP INLET

TYPE 115 DI115 (PHASED OUT 1/2019)

USE DI125 OR 24X36 DI, DI115

PHASED OUT 1/2019

719-920-

NEW

4' SLOPE FLUME (CURB STYLE WITH

CUTOFF WALLS)

NEW DELINEATOR AT LEADING

END TREATMENTS OR AS

SPECIFIED

805-001-

NEW2

PERMANENT BARRIER GENERAL

NOTES - GUARDRAIL, RIGID

BARRIER, FLEXIBLE BARRIER REVISED NOTE 10.11

805-001-

NEW2

PERMANENT BARRIER GENERAL

NOTES - GUARDRAIL, RIGID

BARRIER, FLEXIBLE BARRIER REVISED NOTES 50.01 & 50.02

805-090-

NEW

GUARDRAIL FABRICATION DETAILS

NOTICE

NOTICE THAT FABRICATION

DETAILS ARE COVERED IN

STATUS FABRICATION

805-115-

NEW

SITE GRADING FOR LEADING END

TREATMENT MT3 (TL3)

CORRECT SHOULDER GRADING

REMOVE "24:1 LABEL", FONT

805-115-

NEW

SITE GRADING FOR LEADING END

TREATMENT MT2 (TL2)

CORRECT SHOULDER GRADING

REMOVE "24:1 LABEL", FONT

805-210-

MASH

UPDAT

E

MGS3 GUARDRAIL WITH 1 OMITTED

POST (12' CLEAR SPAN)

NEW DELINEATOR AT LEADING

END TREATMENTS OR AS

SPECIFIED

805-325-

805- 325-00

MTBBC3 APPROACH STIFFNESS

TRANSITION TL3 CORRECTS PAY ITEMS

805-325-

805- 325-00

MTBBC2 APPROACH STIFFNESS

TRANSITION TL2 CORRECTS PAY ITEMS

805-325-

805- 325-00

APPROACH STIFFNESS TRANSITION

CURB TO FLUME FOR CB

CORRECTS FLUME LOCATION

AND CURB LENGTH

805-325-

NEW

FLUME INLET AT GUARDRAIL

(HANDWORK)

WORKS WITH STANDARD

FLUME 719-920-00

805-325-

NEW

FLUME INLET AT GUARDRAIL

(HANDWORK)

WORKS WITH STANDARD

FLUME 719-920-00

805-520-

NEW

GUARDRAIL POST INSTALLATION IN

PARTIALLY WEATHERED ROCK

(PWR)

MASH DETAIL, USES FULL

LENGTH POST

805-545-

MASH

UPDAT

E

GUARDRAIL RELATED MULTIPLE

OFFSET BLOCKS FOR MGS AND

MTBBC SERIES DEVICES

NEW DELINEATOR AT LEADING

END TREATMENTS OR AS

SPECIFIED

805-600- 00 to 705- 779-99

PRE

MASH

DRAWING NUMBERS RESERVED FOR

PREMASH GUARDRAIL DETAILS.

UPDATED DRAWINGS PENDING.

ATTACH TO EXISTING RAIL OR

WHERE MASH DEVICE DOES

NOT FIT

805-785-

NEW2

017 NARROW & WIDE CRASH CUSHIONS

MASH UPDATE TO CRASH

CUSHIONS

805-825-

MASH

UPDAT

E

SHAPE TRANSITION THRIE-BEAM TO

SINGLE SLOPE

REVISED END BEVELS AND

MASH GUARDRAIL GEOMETRY

(5) DIVISION 100: IMMINENT STANDARD DRAWINGS:

On the Standard Drawings search page, enter status of Imminent with other fields blank to see a list of upcoming Standard Drawings and their corresponding effective let date. Imminent drawings may be used at any time they are available if approved by the Resident. Follow procedure shown in imminent drawings when noted in this section.

Imminent Drawings will be made available as soon as they are signed.

(6) DIVISION 100: STANDARD DRAWING ERRATA:

The Bidders are hereby advised that the following note changes apply to the published Standard Drawings.

On sheet 000-205-05, add the following information under the columns below:

OLD DRAWING NAME NEW DRAWING NAME

720-905-01 to 720-905-05 720-901-01 to 720-993-32

On sheet 605-005-05 (ver 1-1-2013), replace entire text of General Note #4 with the following text:

4. The square footage of sign panels attached to 2½” x 2½” 12 gauge sign support secured to a

3” x 3” 7 gauge breakaway anchor shall not exceed 20 square feet.

On sheet 610-005-00 (ver 5-1-18) added the following definiton to Note 1 of Flagging Operations section:

SIDE ROAD FLAGGER – This flagger is stationed on an intersecting side road and controls the side road traffic entering into the roadway where the work activity area is located.

On sheet 610-005-20 (ver 5-1-18) added Note 5 :

5. When the work proceeds through a “STOP sign controlled““SIDE ROAD” intersection continue the work operations through the intersection to a specific location point within the “DEPARTURE

LANE” no less than 300 FT to 500 FT beyond the limits of the intersection to allow the work train and all portions of the lane closure to clear the intersection.

On sheet 610-005-20 (ver 5-1-18)

Added dimension “300’-500’” for the work activity area after the intersection.

On sheet 610-005-30 (ver 5-1-18) added Note 5 :

5. When the work proceeds through a “STOP SIGN CONTROLLED“ intersection continue the work operations through the intersection to a specific location point within the “DEPARTURE LANE” no less than 300 FT to 500 FT beyond the limits of the intersection to allow the work train and all portions of the lane closure to clear the intersection.

On sheet 610-005-40 (ver 5-1-18) added Note 5 :

5. When the work proceeds through a “TRAFFIC SIGNAL CONTROLLED“ intersection continue the work operations through the intersection to a specific location point within the “DEPARTURE

LANE” no less than 300 FT to 500 FT beyond the limits of the intersection to allow the work train and all portions of the lane closure to clear the intersection.

On sheet 610-005-50 (ver 5-1-18) added Note 5 :

5. When the work proceeds through a “TRAFFIC SIGNAL CONTROLLED“ intersection continue the work operations through the intersection to a specific location point within the “DEPARTURE

LANE” no less than 300 FT to 500 FT beyond the limits of the intersection to allow the work train and all portions of the lane closure to clear the intersection.

On sheet 610-005-60 (ver 5-1-18) Title block changed :

Title block now reads “Flagging Operations – Work Zones Beginning @ Intersections with Two-

Lane Two-Way Roadways – Departure Lane.”

On sheet 610-005-70 (ver 5-1-18) Title block changed :

Title block now reads “Flagging Operations – Work Zones Terminating @ Intersections with Two-

Lane Two-Way Roadways – Approach Lane.”

On sheet 610-005-80 (ver 5-1-18) Note 6 revised:

6. Dependent upon the location of the work zone in the “Departure Lane” or the “Approach Lane” of the two-lane two-way road, when the work zone progresses to a location that requires conversion from this flagging operation traffic control setup to a standard flagging operation traffic control setup or vice versa, comply with the requirements of Standard Drawing No. 610-005-60 or Standard

Drawing No. 610-005-70 as necessary regarding these conversions.

On sheet 610-005-90 (ver 5-1-18) Note 6 revised:

6. Dependent upon the location of the work zone in the “Departure Lane” or the “Approach Lane” of the two-lane two-way road, when the work zone progresses to a location that requires conversion from this flagging operation traffic control setup to a standard flagging operation traffic control setup or vice versa, comply with the requirements of Standard Drawing No. 610-005-60 or Standard

Drawing No. 610-005-70 as necessary regarding these conversions.

In Section 714-000 – Pipe Culverts (Permanent) (ver January 2011) Delete and replace all references to P1 Biaxial Geogrid with B4 Geogrid on all Drawings within this Section of the Standard Drawings.

On sheet 720-305-00 (ver May 2008), delete the entire note directly above main detail:

On sheet 720-405-00 (ver May 2009) Detail 2 replace dimension 2’-6” maximum with:

2’-6” minimum

On sheet 720-901-01 (ver Feb 2015) replace note 5.04 with:

5.04 When a mid-block crossing is required, consider mid-block staggered crossing (720-955-41) to encourage eye contact between the pedestrian and the oncoming traffic. Always angle the stagger so that the pedestrian travels through the refuge facing the oncoming traffic.

On sheet 722-305-00 (ver May 2010) Detail 4 replace note “French Drain see note 21” with:

French Drain see note 4.5.

On sheet 722-305-00 (ver May 2010) table 722-305A, 4th column, change the following:

Delete (SF)

Replace text “up to 36” with “up to 3’X3’ “

Replace text “larger than 36” with “larger than 3’X3’ ”

On sheet 722-305-00 (ver May 2010) change general note 3.3 2nd sentence & Detail 4:

Place Class 2 Type C Geotextile for Erosion Control under riprap as specified in SCDOT Standard

Specification.

On sheet 804-105-00 (ver May 2008) Title Block replace text “Rirap (Bridge End)” with:

Riprap (Bridge End)

On sheet 804-105-00 (ver May 2008) Change Note 2: Geotextile Pay Item to:

8048210 Geotextile for Erosion Control under riprap (Class 2) Type C…. SY

On sheet 804-205-00 (ver May 2009) Change Note 2: Geotextile Pay Item to:

8048210 Geotextile for Erosion Control under riprap (Class 2) Type C…. SY

On sheet 804-305-01 (ver Jul 2017) Change Note 4: Geotextile Pay Item to:

8048210 Geotextile for Erosion Control under riprap (Class 2) Type C…. SY

On sheet 804-305-02 (ver Jul 2017) Change Section A: Geotextile Note to:

Geotextile for Erosion Control under riprap (Class 2) Type C

On sheet 804-310-00 (ver Jul 2017) Change Note 3: Geotextile Pay Item to:

8048210 Geotextile for Erosion Control under riprap (Class 2) Type C…. SY

On sheet 805-001-01 Jan 2019 version, replace note 25.06 with:

25.06 FOR PROJECTS THAT SPECIFY PREMASH DEVICES (W-BEAM, TYPE T, TBBC, TYPE

B, ETC.) INSTALL W-BEAM RAIL HEIGHT AT 29” +/- 1” (PREVIOUSLY NOTED AS 27.75” +3”/- 0”.)

On sheet 805-220-00 (ver Jul 2018) replace note 5:

FOR SITES WITH BRIDGES, BOLT GUARDRAIL TO BRIDGE PARAPET AS REQUIRED IN

STIFFNESS TRANSITION, AND HOLD FACE OF GUARDRAIL POSITION (TYPICALLY 5'-3"

FROM FACE OF CURB) THROUGH STIFFNESS TRANSITION. Make any necessary adjustments to face of guardrail within the LONGITUDINAL BARRIER. INSTALL END TREATMENT so that impact head is beyond the back of sidewalk.

On website, drawings between 805-500-00 and 805-779-99 are reserved as PREMASH standards.

Do not value engineer or otherwise substitute PREMASH devices in any location where it has been determined that MASH devices fit and are specified. If MASH devices do not fit site condition, install PREMASH only upon approval by the Resident Engineer. Note that during MASH implementation, some PREMASH details may be published with old drawing numbering and a cover sheet that addresses drawing and pay item changes.

On sheets 805-860-xx (05, 10, 15, 20, 24, 30) (ver Jan 2016):

All references to toe drain details are revised to refer to drawing 805-875-10 (correct all notes pointing to drawings 805-895-00 or other incorrect drawing numbers.)

(7) DIVISION 100: CONSTRUCTION MANAGEMENT SYSTEM:

All references to SiteManager are hereby revised to SCDOT’s Construction Management System.

(8) SECTION 102: UNIQUE ENTITY ID (SAM) REQUIREMENT FOR ALL PROJECTS

The Bidders are advised that the Prime Contractor must register and maintain a current registration in the System for Award Management (http://sam.gov) at all times during this project. Upon registration, the Contractor will be assigned a SAM Unique Entity ID.

The Bidders are also advised that prior to the award of this contract, they MUST be registered, active, and have no active exclusions in the System for Award Management.

(9) SECTION 105: SCDOT COMPUTER USAGE POLICY:

The CONTRACTOR and its designated employees, as well as any subcontractors and subcontractors of any tier, having access to SCDOT electronic data, is required to follow SCDOT’s Acceptable Computer Usage Policy (http://iwww.dot.state.sc.us/pdf/departmental_directives/updated/DD37.pdf) which establishes guidelines for acceptable use and confidentiality of SCDOT’s information technology for data http://sam.gov/ http://iwww.dot.state.sc.us/pdf/departmental_directives/updated/DD37.pdf entry into SCDOT’S computer system; provided that the section of the Policy pertaining to SCDOT’s right to inspect any users email at any time is qualified to reserves unto SCDOT the right to inspect contractor or subcontractor emails that are SCDOT business related, including emails that are related to the services with which contractor is under contract.

The CONTRACTOR and its designated employees, as well as any subcontractors and subcontractors of any tier, having access to SCDOT electronic data, is required to also follow SCDOT’s IT Security Policy (http://iwww.dot.state.sc.us/pdf/IT_Security_Policies_09042012.pdf), which sets forth SCDOT IT Security Policy including Network Security Policy, Network Access and Authentication Policy, Physical Security Policy, Backup Policy, Incident Response Policy, Corporate Security Policies, VPN Site-to-Site Policy, Wireless Access Policy, Remote Access Policy, Confidential Data Policy, Guest Access Policy, Third Party Connection Policy, Outsourcing Policy, and Mobile Device Policy; the South Carolina Act 190 of 2008; the Financial and Identity Theft Protection Act; and the Personal Financial Security Act. Prior to access to the SCDOT network, each person designated by the CONTRACTOR is required to sign an acknowledgment of the DD37 policy requirements.

The CONTRACTOR’s obligations with respect to the provisions of computer use and data confidentiality shall survive termination or expiration of the contract. Without limiting any rights SCDOT may have, and notwithstanding any other term of this contract, the CONTRACTOR agrees that SCDOT may have no adequate remedy at law for a breach of the CONTRACTOR’s obligations under this clause and therefore SCDOT shall be entitled to pursue equitable remedies in the event of a breach.

The CONTRACTOR is responsible for ensuring that it, as well as any subcontractors and subcontractors of any tier, having access to SCDOT electronic data, is required to manage and reduce risk by employing and using good cyber threat preventative measures. CONTRACTOR, subcontractors and subcontractors shall use the National Institute of Standards and Technology’s Risk Management Framework (NIST RMF) as its cybersecurity framework or use other comparable frameworks and standards for cyber security protection. CONTRACTOR shall insert a NIST RMF or equivalent framework requirement provision in all subcontract for this Project which require or allow a subcontractor or subcontractor to have access to SCDOT data.

CONTRACTOR shall provide SCDOT, upon request, third party certifications to verify implementation of an industry recognized cyber security framework during the Project. Other comparable cyber security frameworks include: NIST RMF; NIST CSF; ISO IES 27001/ISO 27002; SOC 2; IASME Governance; CIS Controls version 7; COBIT 5; FedRAMP; HIPAA; GDPR;

FISMA; NERC CIP; HITRUST CSF.

(10) SECTION 106: TELECOMMUNICATION AND VIDEO SURVEILLANCE EQUIPMENT:

In accordance with 2 CFR 200.216, Contractors, in the performance of this Contract, are prohibited from procuring or obtaining telecommunication or video surveillance equipment, services, or systems produced by:

• Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities).

• Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities).

(11) SECTION 107: FAIR LABOR STANDARDS ACT OF 1938, AS AMENDED:

Attention is directed to this Federal Legislation, which has been enacted into law. The contractor will be responsible for carrying out all of the provisions of this legislation, which may affect this contract.

http://iwww.dot.state.sc.us/pdf/IT_Security_Policies_09042012.pdf

(12) SECTION 107: TEMPORARY MATS, BARGES, and TRESTLES Mats, Barges, and Trestles may be used in jurisdictional Waters of the US/State (WOTUS/S), within the project area, as long as they do not result in impacts to the WOTUS/S. Mats, barges, and trestles are accepted as Best Management Practices (BMP) by federal and state regulatory agencies including but not limited to the US Army Corps of Engineers (USACE) – Charleston District, Environmental Protection Agency (EPA) and SC Department of Health and Environmental Control Office of Ocean and Coastal Resource Management (SCDHEC-OCRM), and may or may not be depicted on approved permit drawings. If the contractor chooses to install these BMPs as a means of temporary access for active construction, it is the contractor’s responsibility to ensure that no impacts result from either the installation or the prolonged use of the selected BMP during construction. All mats, barges, and trestles must be removed from the jurisdictional area and stored in an upland location as soon as they are no longer necessary for construction. Once the mats are entirely removed, the WOTUS/S shall be stabilized with standard temporary seeding allowing the area to revegetate permanently by natural means unless directed otherwise.

Mats (or stacked mats) shall not be placed directly into a jurisdictional stream. Barges & trestles can be used in jurisdictional streams for construction access. Mats, barges, and trestles can be used within jurisdictional wetlands for construction access purposes.

No subsurface grubbing or grading will be allowed for leveling of mats and/or barges, unless indicated on the permit. Stumps can be cut or ground flush with the surrounding grade and minimal amounts of natural hardwood mulch may be used for leveling of mats/barges for access safety purposes. The jurisdictional area cannot be graded or shaped. Fill material (i.e. aggregate, soil, slurry, asphalt millings, etc.) shall not be placed below or on top of the mats or barges. Fill material can be temporarily stored in a rock-box or within some type of containment device if actively used for construction purposes. Equipment can be used to remove the vegetation; the equipment is not required to be on mats. However, mats will be used if the area is too wet for equipment access or excessive rutting is anticipated within WOTUS/S. Mats and barges shall not be used for temporary storage of materials nor shall they block the natural flow of the jurisdictional feature.

Temporary piles must be removed when no longer in use. If the piles cannot be removed, then the contractor must cut the piles 2’ below the surface and the cut piles must be capped for safety. If the piles are in a waterway/ channel, then the piles shall be cut flush with the bottom of the channel and capped.

The exception to the above is if the use of mats or barges are identified in the Special Conditions of a permit and/or within Critical Area limits.

(13) SECTION 107: CARGO PREFERENCE ACT REQUIREMENTS:

(a) Use of United States-flag vessels – General Provisions:

"(1) Pursuant to Pub. L. 664 (43 U.S.C. 1241(b)) at least 50 percent of any equipment, materials or commodities procured, contracted for or otherwise obtained with funds granted, guaranteed, loaned, or advanced by the U.S. Government under this agreement, and which may be transported by ocean vessel, shall be transported on privately owned United States-flag commercial vessels, if available.

"(2) Within 20 days following the date of loading for shipments originating within the United States or within 30 working days following the date of loading for shipments originating outside the United States, a legible copy of a rated, 'on-board' commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph (a)(1) of this section shall be furnished to both the Contracting Officer (through the prime contractor in the case of subcontractor bills-of-lading) and to the Division of National Cargo, Office of Market Development. Maritime Administration, Washington, DC 20590."

(b) Use of United States-flag vessels - The contractor agrees:

"(1) To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to this contract, to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels.

"(2) To furnish within 20 days following the date of loading for shipments originating within the United States or within 30 working days following the date of loading for shipments originating outside the United States. a legible copy of a rated, 'on-board' commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph (b) (1) of this section to both the Contracting Officer (through the prime contractor in the case of subcontractor bills-of-lading) and to the Division of National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590.

"(3) To insert the substance of the provisions of this clause in all subcontracts issued pursuant to this contract."

(14) SECTION 107: REQUIRED MEDIA NOTIFICATION FOR CONSTRUCTION PROJECTS:

Contractors are encouraged to co-operate with the news media since all projects are constructed with public funds. Because the scope of this project will cause disruption of normal traffic flow, the Contractor is required to notify the public, in a timely manner, of disruptive activities such as lane closures.

The Contractor is required to utilize area media to accomplish public notification of traffic disruptions.

The Contractor is required to deal directly with the news media and all reasonable efforts should be made to co-operate with the media. However, the safety, security and construction schedule on site should not be disrupted in order to accomplish this. The Contractor may co-ordinate these activities with and receive guidance from the SCDOT Public Affairs Office.

(15) SECTION 107: CONTRACT PROVISION TO REQUIRE CERTIFICATION AND COMPLIANCE

CONCERNING ILLEGAL ALIENS

By submission of this bid, the bidder as the prime contractor does hereby agree:

a. to certify its compliance with the requirements of Chapter 14 of Title 8 of the S.C.

Code of Laws regarding Unauthorized Aliens and Public Employment;

b. to provide SCDOT with any documents required to establish such compliance upon request; and

c. to register and participate and require agreement from subcontractors and sub-subcontractors to register and participate in the federal work authorization program to verify the employment authorization of all new employees, or to employ only workers who supply the documents required pursuant to S.C.Code 8-14-20(B)(2).

(16) SECTION 107: IRAN DIVESTMENT ACT:

By submission of this bid/proposal, the bidder/proposer as the prime contractor/consultant/vendor does hereby certify his compliance to the following:

1. CERTIFICATION: (a) The Iran Divestment Act List is a list published pursuant to Section 11-57-310 that identifies persons engaged in investment activities in Iran. Section 11- 57-310 requires the government to provide a person ninety days (90) written notice before he is included on the list. The following representation, which is required by Section 11-57-

330(A), is a material inducement for the SCDOT to award a contract to you. (b) By signing your Offer, you certify that, as of the date you sign, you are not on the then-current version of the Iran Divestment Act List. (c) You must notify the SCDOT immediately if, at any time before posting of a final statement of award, you are added to the Iran Divestment Act List.

2. ONGOING OBLIGATIONS: (a) You must notify SCDOT immediately if, at any time during the contract term, you are added to the Iran Divestment Act List. (b) Consistent with Section 11-57-330(B), you shall not contract with any person to perform a part of the Work, if, at the time you enter into the subcontract, that person is on the then-current version of the Iran Divestment Act List.

3. OPTION TO RENEW RESTRICTION: Contractor acknowledges that, unless excused by Section 11-57-320, if the contractor is on the then-current Iran Divestment Act List as of the date of any contract renewal, the renewal will be void ab initio.

(17) SECTION 109: AS-BUILT CONSTRUCTION PLANS

The Contractor shall prepare as-built construction plans in accordance with the SCDOT Supplemental Specification for As-Built Construction Plans dated November 4, 2009 available at https://www.scdot.org/content/dam/scdot-legacy/business/pdf/asbuilt_forms/asBuilt_Plans_SuppSpech.pdf and the 2015 SCDOT As-Built Manual. Preparation of as-built construction plans shall be considered incidental to other work items under this contract. No separate payment shall be made for as-built construction plans.

(18) DIVISION 600: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES:

The Contractor is advised that all work involving design or installation of traffic control devices, including but not limited to signs, pavement markings, elements of work zone traffic control, signals, etc., shall be in compliance with the FHWA’s Manual on Uniform Traffic Control Devices (MUTCD), latest edition. The latest edition is defined as the edition that the Traffic Engineering Division of SCDOT recognizes as having been officially adopted (Engineering Directive, Memorandum 19) at the time the project is let, unless stated otherwise in the Special Provisions.

(19) DIVISION 680: TRAFFIC SIGNALS:

1. LIST OF TRAFFIC SIGNALS WITHIN PROJECT

2. PROJECT DESCRIPTION

This Project is an intersection widening construction project and involves the signal upgrade of one (1) location in Dorchester County, South Carolina.

Specific Description of the signal work:

One (1) existing intersection control beacon is to be completely rebuilt but is not shown in detail on the plans.

The contractor will furnish and install solid state flasher complete with pole-mounted cabinet, wood poles & back guys (as necessary), span wire, conductor wire, conduits, one-section traffic signal heads, and new electrical service to replace the existing intersection control beacon (overhead flasher) in a comparable arrangement to existing conditions. Furnish and Install one (1) one-way, one-section (12” red ball) signal head overhead and aligned with and facing each approach to the intersection. Location of wood poles may be field adjusted as necessary for optimal visibility of the

# Intersection Name Description of Signal Work

S-22 (Orangeburg Road) & S-58 (Mallard Road /East Butternut Road)

Rebuild Intersection Control Beacon (four-way overhead flasher) https://www.scdot.org/content/dam/scdot-legacy/business/pdf/asbuilt_forms/asBuilt_Plans_SuppSpech.pdf https://www.scdot.org/content/dam/scdot-legacy/business/pdf/asbuilt_forms/asBuilt_Plans_SuppSpech.pdf flashing beacons. All beacons shall flash continuously. Remove existing flasher equipment entirely and return any salvageable materials to the SCDOT District Six Signal Shop.

Refer to SCDOT Standard Drawings for typical installation details. Refer to SC-M-675 (SCDOT Traffic Signal Supplemental Technical Specifications) for equipment and workmanship relating to the specific items necessary for rebuild of the intersection control beacon.

All signal work shall be inspected by SCDOT District Six Signal Shop. Any modifications to the signal work shall be approved by the District Traffic Engineer. Include the SCDOT District Six Signal Shop in all Preconstruction conferences. Provide a redline signal plan to SCDOT District Six Signal Shop after the signal work is completed.

3. PAY ITEM ADDITIONAL INFORMATION

Below is more information concerning any changes, revisions, or clarifications to the SCDOT Traffic Signal Supplemental Specifications and/or pay items for this particular contract:

Mobilization:

Wiring:

Communications:

Detection:

Signal Supports:

Signal Heads, Pedestrian Treatments, Illuminated signs, solar flashing assemblies:

Cabinet Items:

Service Items:

(20) SECTION 714: SMOOTH WALL PIPE:

REFERENCE:

SCDOT Supplemental Technical Specification SC-M-714

DESCRIPTION:

When bid items for smooth wall pipe are listed in the EBS file and/or proposal, the SCDOT will allow the use of reinforced concrete pipe, spiral ribbed aluminum pipe or high density polyethylene pipe in accordance with the specifications found in SC-M-714 (latest edition), the Standard Drawings, and this Special Provision. The plans may indicate reinforced concrete pipe only and are hereby superseded by this Special Provision.

MATERIALS:

Smooth wall pipe is either Reinforced Concrete Pipe (RCP: 714-205-XX), Spiral Ribbed Aluminum Pipe (SRAP: 714-605-XX), or High Density Polyethylene pipe (HDPE: 714-705-XX) as described in SCDOT Supplemental Technical Specification SC-M-714 and in the SCDOT Standard Drawings. Use smooth wall pipe culvert from manufacturers listed on Qualified Product Lists 30, 68, or 69. No value engineering application is required in order to use alternate pipe.

For the following counties: Berkeley, Beaufort, Charleston, Colleton, Dorchester, Georgetown, Horry, and Jasper, provide pipe joints meeting AASHTO M 315 for RCP or passing the 13 psi pressure test as indicated on the QPL for SRAP or HDPE. Take care to properly lubricate and equalize pipe gaskets as indicated in the SCDOT Standard Drawings and SC-M-714 to prevent gaskets from “rolling” during installation. For all other counties, provide pipe joints meeting AASHTO M 198, M 315, or passing the minimum 10 psi pressure test unless specific pipe joints are indicated in the plans or special provisions.

No other pipe type will be accepted as an alternate.

CONSTRUCTION REQUIREMENTS:

Use only pipe that conforms to the minimum and maximum fill height limitations indicated on the appropriate standard drawing. Unless indicated otherwise in the plans, determine pipe fill height based on the following formula:

Fill Height = Elevation (top of curb or max grade above pipe) – Elevation (pipe crown)

For all locations where new pipe is being attached to an existing system, use one of the following options:

1. Any existing pipe may be extended using any acceptable alternate pipe type by using a drainage structure at the interface between the different pipe types. The drainage structure* may consist of standard junction boxes, manholes, catch basins, drop inlets, or circular drainage structures detailed on SCDOT Standard Drawings. For larger diameter pipe, custom drainage structures may be required. Field cut existing pipe to remove damaged joint (if applicable) and install new drainage structure at the field cut interface.

Always fully clean existing pipe and pipe joints before installing joint sealant or gaskets and attaching new pipe.

2. For locations where existing pipe properties cannot be directly matched, use a custom designed interface* (concrete collar, proprietary mastic wrap, custom coupling band, etc.)

appropriate to interface the existing pipe to the new pipe of the same type. Submit interface drawings and design for review by the Engineer of Record and the Design Standards Engineer. Always fully clean existing pipe and pipe joints before installing joint sealant or gaskets and attaching new pipe. Replace existing pipe that has joint damage before connecting new pipe to the system.

3. Any existing pipe may be extended using new pipe with the same joint profile and wall properties of the existing pipe. Always fully clean existing pipe and pipe joints before installing joint sealant or gaskets and attaching new pipe. Verify* the following parameters before ordering new pipe:

a. For RCP to RCP, confirm wall thickness, joint profile shape, and compatibility with existing manufacturer’s pipe. Replace existing pipe that has joint damage before connecting new pipe to the system.

b. For SRAP to SRAP, replace existing pipe that has joint damage before connecting new pipe to the system.

c. For HDPE to HDPE, confirm the manufacturer of the existing pipe and the joint compatibility with the new pipe. Provide a new gasket when connecting to existing spigot end of HDPE pipe. Replace existing pipe that has joint damage before connecting new pipe to the system.

d. For CAAP to CAAP, confirm the type and size of end corrugations of the pipe.

When existing pipe has full helical corrugations, provide new connecting pipe with one end fully helical and fully helical coupling band. When end corrugation size does not match the corrugation size shown on SCDOT Standard Drawings, provide a drainage structure (described above) at the interface. Replace existing pipe that has joint damage before connecting new pipe to the system. Do not install CAAP as smooth wall pipe; however, use these requirements when plans specify installing new CAAP.

The RCE will verify that connections between existing pipe and new installed pipe have been handled with one of the options listed above. Repair or replace all existing to new joint interfaces that do not meet the requirements above at no additional cost to SCDOT.

In all installations, provide the RCE with a complete pipe table indicating the following: Plan Pay Item, Plan Pipe Description, Plan Quantity, Installed Pipe (diameter, type, class/gage), Installed Quantity, and description of interface used to join new pipe to existing pipe for each occurrence.

In cases where 2 or more different pipe types are installed, provide a copy of the proposed installation layout on the drainage/plan sheets to the RCE indicating which pipe is installed at each location.

MEASUREMENT:

Measure smooth wall pipe in accordance with methods specified in SC-M-714 for the pipe material installed.

*No measurement will be made for drainage structure, designed interface, or field verification performed at each interface between existing pipe and new pipe unless drainage structure/interface is specified in the plans.

PAYMENT:

Payment will be made for smooth wall pipe regardless of the type of material installed. Payment for smooth wall pipe is as specified in SC-M-714 for the pipe material installed.

*Include all costs for work related to connecting new pipe to existing pipe in the unit bid price of the new pipe. This connection work includes: drainage structure at the interface, custom designed interface, field verification of existing pipe and compatibility with new pipe, new gaskets, new joint sealant, new coupling bands, removal, and disposal of damaged sections of existing pipe.

ITEM NO. DESCRIPTION UNIT

7143XXX X" SMOOTH WALL PIPE LF

7143XXX X"x X" SMOOTH WALL PIPE CUL.TEE EA

714XXXX X" x X" SMOOTH WALL PIPE CUL.WYE EA

7144XXX X" SMOOTH WALL PIPE X DEG BEND EA

7144XXX SMOOTH WALL PIPE INCR.- X" TO X" EA

(21) SECTION 714: PIPE END TREATMENTS (2/5/2010)

REFERENCE: SCDOT Supplemental Technical Specification SC-M-714

DESCRIPTION:

For exposed pipe culvert ends, provide an end treatment in accordance with this special provision.

MATERIALS:

Rigid pipe culvert is Reinforced Concrete Pipe (RCP: 714-205-00). Flexible pipe culvert is either Spiral Ribbed Aluminum Pipe (SRAP: 714-610-00), High Density Polyethylene pipe (HDPE: 714- 705-00), or Corrugated Aluminum Alloy Pipe (CAAP: 714-605-00).

Use minimum Class B riprap for pipe up to 84” diameter. Use minimum Class C riprap for pipe 84” diameter or larger.

Use minimum Class 4000 concrete (4000P for precast).

Use ASTM A-706 grade 60, low-alloy steel deformed rebar.

Use minimum AASHTO M-196 Alclad 3004-H32 alloy aluminum.

Use Type M Mortar Grout unless specified otherwise.

CONSTRUCTION REQUIREMENTS:

Use one of the following end treatments as specified in the plans or special provisions:

For all exposed crossline pipe ends, when an end treatment is not specified in the plans, use Pipe Riprap Protection (804-3xx-xx). For flexible pipe larger than 24” diameter, install pipe straight headwall, pipe end structure, flared end section, or wingwall section in addition to riprap. For all exposed driveway pipe ends where no end treatment is specified in the plans, use Pipe Riprap Protection (804-3xx-xx) unless directed otherwise by the engineer.

Use Beveling of Pipe End (719-610-00) when specified in the plans or special provisions. Beveled ends may only be used on flexible pipe up to 24” diameter and on rigid pipe up to 60” diameter. When beveling of pipe ends is specified on flexible pipe larger than 24” diameter, install pipe straight headwall, pipe end structure, flared end section, or wingwall section. Use factory fabricated beveled ends for all pipe types unless approved by the Engineer.

Use Pipe Straight Headwall (719-605-00) when specified in the plans or special provisions. Use straight headwall only in locations where pipe exposed end does not face the direction of traffic.

Use Pipe End Structure (719-615-00) when specified in the plans or special provisions. Use pipe end structure in locations where pipe exposed end faces the direction of traffic. Pipe end structures may be used in other locations if approved by the RCE.

Use Pipe Flared End Section when specified in the plans or special provisions.

Use Pipe Wingwall Section when specified in the plans or special provisions.

Completely seal interface between pipe and end treatment with grout. If bricks or shims are used to place pipe, take care to remove all air pockets and voids when grouting.

For systems not designed in the SCDOT Standard Drawings, provide shop drawings, installation procedure and design calculations for review by RCE. Design must include provision to control erosion around the structure and prevent the separation of the end treatment from the pipe system.

Design must provide for a proper seal at all construction joints including the interface between the pipe and the structure. Design must be self supporting and not induce any additional loads on the pipe. Submit designs for consideration as new standard drawings to the Design Standards Engineer at the address listed in the SCDOT Standard Drawings book.

MEASUREMENT:

Measure pipe in accordance with SC-M-714

Measure end treatments in accordance with Standard Specifications, Standard Drawings, or Special Provisions.

PAYMENT:

Beveling of pipe ends will be in addition to the standard pipe pay item. Payment for the item Beveling of Pipe Ends includes all labor required to factory (or field, if approved) fabricate a bevel on one end of pipe.

Pipe culvert and end treatments, measured as provided in SC-M-714 Subsection x.4, are paid for at the contract unit price for the respective items, which price and payment is compensation for furnishing all material, labor, equipment, tools including hauling and placing all pipe sections and materials, excavation of the entire standard trench, bedding, and pipe backfill as described in the measurement section (both structural and embankment backfill in this region), removal of existing pipe to be replaced, constructing pipe joints, removal of old end treatments, cleaning out pipe, disposal of surplus materials, all visual inspection, and all incidentals necessary to complete the work.

Add the following paragraph to SC-M-714 subsections x.5:

Payment for riprap and geotextile for erosion control under riprap as measured in subsection x.4 includes all direct and indirect costs and expenses necessary to complete the work.

(22) SECTION 714: CLEANING EXISTING PIPE:

The plans for this project provide for cleaning existing pipe. The contractor shall furnish all equipment, materials and labor necessary to complete the work as directed by the Engineer.

Measurement for payment shall be the actual linear feet (meters) of existing pipe satisfactorily cleaned regardless of size.

The contract bid price per linear foot (meter) shall be full payment for the completed and accepted work.

PERMITS

&'()*+,-+(.'/0-1

2324567,-587905:-(++-

5;�� ��<�=52>?@A

BC?@DC@2E44F4 5��G=5

,-(7H7,IJ'()*+,-+()'/0-1,)KL'M

:/0,*90+5N(7H7, ���O��� P�������

QRSTUV WRXYZ[X\]

_̂̀abcdec̀ f̀ghicjk̀ilmnlopqrrs

_̂̀abcdec̀ tguug̀nlmnlopqvws

8xyz.z{|}zN~5�5}�.|}5�xy&6&5{���6.N z0-+(,+)-9'05z��('M+�+0-5�'(5-*+5�(70L+�/(L5�'7J�87��7(J5�'7J5z0-+(,+)-9'0

z0-+(,+)-9'05'�5�(70L+�/(L5�'7J570J587��7(J5�'7J

PWDSST

Text Box

(843) 832-0070

�������������������&��&'�� �)������������&����� �"#$%�/��0��1&��� �(&�

���&''&�������2���������&��3���)� ��4������&(�)� 0-�0"��������"����(�����&���(&��3���)�

#&��������&�0-�����05�������1�&,���&��0�����0"�������1�&,���&��0-���������������&�&��'�����

$*"#3�456"�%7�"�%48�9��64��:$�:%:;"�%48�9��64<�9&�.�)������"�����3���)�

1&��������$���������6��'�����&��" ���'�=:1$6">����'��=�>���������&�"#$%�-��&��&,�������

�9&�.����������&������

�&'��������)��������&����������������7������-�"���������?&������)��������������&��-�����)���

"#$%�/��6���&���'����1��'����8������������������&���'�������'��

���'���)�����&�������������������������������������,������:1$6"��&��������&�����'���(�&'�"#

$�����'����&(�3����������6�,��&�'������#&���&�

��������������1��'��������������&��&'�� �)����������������"#$%��"�������� "����(�����&���(&��3���)� �#&��������&����������������"�����'��������������� ���������������1��'����������� �(�������������-��������������@���@��� (&������������&����A�������&�����&��-�&����'�����&���&���� -�������������������)� ����

���������B��:�'�<CDEFGHIFJCKLMNMG C$���<COPQRSQPRPT

=1������������&��� ��>

KLMFGUVLMWIVFCXJYJZVU[JFWC\

]���̂__̀a��b���̂�cd

7&��%((����2���%�� CCCCC*�����&�������)���� &�����!������������A�����&�����������&,���&��-����'�-��&�����&��-��������������&��

CCCCC "������������"�������1�&,���&�����@&��1��'���4�!����'����CC

CC

:1$6"�1��'��

C �8���� �6���

���������B��"���<CeeeeeeeeeeeeeeeeeeeeeeeeC �����<

6/4/2026

6/4/2025 auto cov.see attached

������������/��.�����������,�����0��1�'���+��,�-#���2'3�&'-������ ���������)�.���4��������#� ��������1

5!"&('%4���2%(2�'(�)'�2'%&��6(27*�8�������������0�����+��9������� �������+��������������������������0�+�:���0������+�:/�����#� �������;��2���,��� 3�������������0���������������.��:����+��������� ���,�+��9����������,�������<� �������+���������+��9����.�,���+�:1

?!"��23%'�)@8A�4'�'(�%&)��4'%(&*�'���� ������������<��9� +��9��������������+��������,�+��9����.�,���+�:���,��.���<�����+�������:

�������������+������������������������,����,1

B!"�2('�4'%(&�($�C%�C6�D�'2�$$%4*�'����

�������������������0�+�:����������������������,.���0�����������.�����/������������/ �������0���������0��������������������� �������,�������1�#���.��/�<������,��/ +�����0���0�����,����0���/������������:/�������<�� ����,�,�<:���,���������E ����������������,�������<����������,�����+��������-3��.������@�������'������ 4�������#������-�F3@'4#G1�'���+��9�������<�� ����<�������������������������������0� .<���1�'��������������0���� ����<�����������.������,���0.���������������#� ��������+���������:��0��������+��9 ����,����������,���9������������ ����.���������������.���������+������1 H!")'�&#�2#)�($�4(&)'2@4'%(&*�����+��9����������������������#� �������I� �������,������+��9���J��9��������1�'��

���������������9���,�K.���� ������������������������0����� ���,�����0�������� ��0�+�:���������:�<���������,�<:������������������ �������,�������1�����+��9������ <���.<L������������.

�������1

M!"$@'@2��3(N%&��($��CD)%4�O����@2'�&�&4�)*�%�/���������

)�����C�0�+�:���0�����/�������.�,������<��������������:����������������������

����0�����������������������0�+�:/�+�,����0����������0�+�:/����������:��������.�������� ������/��.��������0�������<��,�������,����,��������#� ����������������E ���������1

P!"2�)'(2�'%(&�($�C%�C6�D�$�4%O%'%�)�@�(&�3(N%&��(2�2�3(N%&�

($��CD)%4�O����@2'�&�&4�)*�%�/���,�+���/�����

���������������������/�������0�+�:���,����������������� ����,�����:�<���������,�������������0��������,��������������E ���������������������1

Q!"4()')*�����+��9���������������+��������������.�����/������������/������0��� �������0��������

�����E ���������������������1

R!"�##%'%(&�O���23%))%(&)* F�G�%�����,��������:�.�,������,����������� ������,�������������:�+�:�0������������������:

��0������+�.��:�…