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Contract 49104
I arry sEeWARY MMOT No. $91011 r?A FolpT WORTH CM GV J PR,OJE CT MANUAL THE CCO ,,ST'RUCTl ION OF M EACHAM[ FRONTAGE FENCCl[NG )IMPROV EMEN'IrS m PHASE t>I City Project No. 02187 Y Betsy Price David Cooke Mayor City Manager William Welstead Director, Aviation Department Prepared foi- OFFICIAL RECORD The City of Fort 'W0, ort"n CI` y SECRETARY Aviation Department FT.WORTH,TX JANUARY 2017 P�E 0 F T��'®�� P�E F T fk��0 Yf.........................................•*B At. ......................................... P••BRANDON ••_C. BEVILLE..O P0MATTHEWC. LEMAY X „121604 •' ,®/ I ,/+ 112269 • .....•�� •C "F. �� _ S N• • 'K SIONAI.EI"Tc-'V N.�— Digitally Signed 01/12/2017 Digitally Signed 01/12/2017 Garver, LLC TBPE Firm No. F-5713 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of1 Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2017-170375 The Anchor Group, Inc. Dallas,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 02/22/2017 being filed. The City of Fort Worth-Aviation Department Date Ack owledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. 02187 Fencing and Gates 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary The Anchor Group, Inc. Dallas, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct. HOLLY R. WHITE ?=P• p Notary Public, State of Texas ;• Q€ My Commission Expires of t�:' June 14, 2018 Signature of authorized agent of contracting business entity m„ �" AFFIX NOTARY STAMP/SEAL ABOVE �// Swor and subscribed before me,by the said Yv J this the Z2� day of Py'u 20�,to certify which,witness my hand and seal of office. J A MJI— [-�I I, V— W� L—k Signatur of officer administering oath Printed narte of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 i FO RT WO RT H a City of Fort Worth Standard Construction Specification Documents Adopted September 2011 "s 000000- 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 3 SECTION 00 00 00 TABLE OF CONTENTS Division 00- General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders i 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 0043 37 Vendor Compliance to State Law Nonresident Bidder 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General Requirements 01 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 7423 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised February 2,2016 f s 0005 10-1 MAYOR AND COUNCIL COMMUNICATION(M&C) Pale 1 of I I SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION(M&C) J 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 END OF SECTION 1 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July I,2011 City gl'Fort Worth, Texas Mayor and Council Communication COUNCIL,ACTION: Approved on 5/16/2017 DATE: Tuesday, May 16, 2017 REFERENCE NO.: C-28247 LOG NAME: 55FTW MEACHAM AIRPORT FENCING IMPROVEMENTS PROJECT SUBJECT: Authorize Execution of Amendment No. l to City Secretary Contract No. 45163, an Engineering Services Agreement with Garver, LLC, in the Amount of $176,810.00 for Construction Management Services; Authorize Execution of a Construction Agreement with The Anchor Group, Inc., in an Amount Not to Exceed $1,420,709.38 and Provide for Contingency for a Total Construction Cost of$1,523,190.00 for the Meacham Airport Fencing Improvements Project (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of Amendment No. 1 to City Secretary Contract No. 45163, an Engineering Services Agreement with Garver, LLC, in the amount of $176,810.00 for the addition of Construction Management Services for Meacham Airport Fencing Improvements Project: and 2. Authorize execution of a Construction Agreement with The Anchor Group, Inc., in an amount not to exceed $1,420,709.38 for the construction of Meacham Airport Fencing Improvements Project. DISCUSSION: On November 5, 2013, Mayor and Council Communication (M&C C-26550) the City Council authorized the execution of an Engineering Services Agreement with Garver, LLC (Garver), in the amount of$356,092.00 for the design of airport improvements along North Main Street at Meacham International Airport(Meacham); and $50,000.00 for Project Management, Administration, and Related Services of these improvements This project places an emphasis on Meacham Airport's frontage to North Main Sheet which begins just south of Interstate 820 South to 38th Street. The projects will correct deficiencies, improve aesthetics and create a cleaner, more attractive entry to the airport and its businesses. The original project approach was in three phases and would address three primary areas, according to funding availability: Phase l: Utility relocation - bury electric delivery lines along North Main Street; Phase I1: Perimeter frontage fencing and gate improvements; and Phase III: Landscaping, lighting, and sidewalks. 1 ' January 24, 2017. M/WBE OFFICE - Garver is in compliance with the City's BDE Ordinance by committing to an additional 12 percent SBE participation on this Amendment No. 1. The Anchor Group, Inc., is in compliance with the City's BDE Ordinance by committing to 12 percent MBE participation. The City's MBE goal on this project is 12 percent. This project is located in COUNCIL DISTRICT 2. Mapsco 48P. FISCAL.INFORMATION/ CERTIFICATION: The Director of Finance certifies that funds are available in the cUrrent capital budget, as appropriated, of the Airport's Gas Lease Capital Project Fund. FUND IDENTIFIERSfFIDs� TO Department Account Project Program Activity Budget Reference# Amount Fund ID ID year (Chartfield 2) FROM Department Project Budget Reference# Fund Amount ID Account ID Program Activity Year (Chartfield 2) CERTIFICATIONS: Submitted for CityManager's Office bv: Fernando Costa (6122) Originating DeMartment Head: Bill Welsted (5402) Julie Flostak (5407) Additional Information Contact: Jeff'Kloska (5406) ATTACHMENTS 1. A] 45163 Meacham Fencing hnprovements ComplianceMemo.pdf jcFw Internall 2. AVD-02187 Meacham Fencing_ Improvements_Complianeelylemo.pdf r(-Fw Internal) 3. Form 1295 Anchor.QClf (Pnbl;c) 4. Form 1295 Garver.Ddf teabiiel 5. Fundinv 100602 Fencing hm rovements pdf rcFwlntern311 6. Funding 002187 Garver Construe Admj11•ndf �eFw i,rer„r�u 7. Meacham Fencing Imarovements Proms' La�out.Qdf (PUblid 8. SAMS St-ch Anchor. dp f (CFwinter„al) 9. SAMS Sreh_Garvedf icrw Internal) FORTWORTH MEACHAM INTERNATIONAL AIRPORT ' KEY MAP 9 4 AA r. PROJECT LOCATION ;` - ' ,F "" � -• "�� MAIN STREET(BUS 287) m-------- `f � c ADDITIVE ALTERNATE I .. ,a +" ,• MEACHAM L AIRPORT ._._ A y _ i I u LEGEND n PROPOSED BLACK .r . . ORNAMENTAL FENCE AND GATES PROPOSED BLACK PVC -� COATED CHAIN-LINK FENCE AND GATES - _ n...,=- • ,. fes. 0005 15- 1 ADDENDA Pave 1 of I 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 7 8 9 10 I1 12 13 14 15 16 E 17 18 19 20 21 22 END OF SECTION 1 I i ti CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 f 3 3010 Gaylord Parkway Suite 190 Frisco,TX 75034 TEL 972.377.7480 FAX 972.377.8380 www.GarverUSA.com February 14, 2017 Addendum No. 01 To Plans, Contract Documents and Specifications Fort Worth Meacham International Airport—Meacham Frontage Fencing Improvements— Phase II This addendum shall be a part of the Plans, Contract Documents and Specifications to the same extent as though it were originally included therein, and it shall supersede anything contained in the Plans, Contract Documents and Specifications with which it might conflict. Note: Receipt of this Addendum shall be acknowledged on the submitted Proposal Form in the space provided. Failure to do so may subject Bidder to disqualification. Modifications to Front End Contract Documents: 1. Insert Pre-Bid Meeting Minutes, Sign-in Sheet, and Meeting Minute Exhibits before Technical Specifications. 2. Replace SS-242 Ornamental Steel Fence in its entirety with the new SS-242 Ornamental Steel Fence attached. Major changes include: a. Removed the language regarding 10-foot ornamental fence on the project and clarified the requirements of the small portion of 8-foot fence included in the project. S�P. ..0....... .4 AfApr �1 AW . Brandon C. Beville PE ��*'••• . B y / ............ / 2 BRANDON C. BEVILLE +. .......... ......... /� .. 121604 � Attachments: •.� •'��`� Pre-Bid Meeting Minutes S"N' •.. SS-242 Ornamental Steel Fence ��ir►.�.�� Digitally Signed 02/14/2017 z I Page 1 of 1 _11z,2l mo . . n O D D v3 n M -u m �� �z°o ��o��-`"i m .. 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A°z<' Z - m m.>A1. m� E � z rn O pyo�� op onmm, IH=On mrmon~ M o11° N ° z o n a cn m2° •r— o yom� - O m - p�oo AzmM.n �c� oon �yzA A�O 3 °m z MEACHAM INTERNATIONAL AIRPORT v� F 9 Z C y P°RTWORTHjT S a . p C Ot 3 a a`� m MEACHAM FRONTAGE FENCING 02/14/2017 8:14.34 AM IMPROVEMENTS(PHASE II) i ITEM SS-242 ORNAMENTAL STEEL FENCE DESCRIPTION 242-1.1 This item shall consist of furnishing and erecting an ornamental steel fence in accordance with these specifications and the details shown on the plans and in conformity with the lines and grades shown on the plans or established by the Engineer. 241-1.1 This item shall consist of the construction of an ornamental ditch structure at locations along the fence, in accordance with this specification at the locations shown on the plans or as directed by the Engineer. MATERIALS 242-2.1 GENERAL.The Contractor shall supply a total fence system of industrial ornamental steel fence. The system shall include all components(i.e., panels, posts, gates and hardware) required. The manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for Industrial weight fences under ASTM F2408.All material shall be black in color. 242-2.2 FENCE PANELS AND POSTS Steel material for fence panels and posts shall conform to the requirements of ASTM A653/A653M, with a minimum yield strength of 45,000 psi (344 MPa) and a minimum zinc(hot-dip galvanized)coating weight of 0.60 oz/ft2 (276 g/m2), Coating Designation G-60. Posts shall be a minimum of 3" square x 12 Ga. 242-2.3 FENCE PICKETS AND RAILS. Pickets shall be 1" square x 14 Ga. tubing. The rails shall be steel channel, 1.75"x 1. 75" x .105". Picket holes in the rail shall be spaced 4.715' o.c. 242-2.4 GATES. For gate systems, posts shall be a minimum of 3" square x 12 Ga. For Pedestrian gates. Posts shall be a minimum of 6" square x 3/16" for all other gates. Gate frames shall conform to all other requirements listed in the specifications under paragraph 242-2.2 and 242-2.3. The panels shall be of the same type material as used in the fence. Gates shall be access controlled with proximity access readers.Access reader and material required for construction is to meet requirements of SS-350. 242-2.5 CONCRETE. Concrete shall conform to the Specification P-610.Any concrete placed at or above the ground surface shall contain 3-7 percent air content. 242-2.6 FENCE COATING REQUIREMENTS The black coating must adhere to the following performance requirements: Coating Performance Requirements Quality ASTM Test Method Performance Requirements Characteristics Adhesion D3359—Method B Adhesion (Retention of Coating)over 90% of test area (Tape and knife test). Corrosion 13117, D714 &D1654 Corrosion Resistance over 1,500 hours (Scribed per Resistance D1654; failure mode is accumulation of 1/8"coating loss from scribe or medium#8 blisters). Impact Resistance D2794 Impact Resistance over 60 inch Ib. (Forward impact using 0.625'ball). Weathering D822 D2244, D523 (60° Weathering Resistance over 1,000 hours (Failure Resistance Method) mode is 60% loss of gloss or color variance of more than 3 delta-E color units). i SS-242-1 Addendum No. 1 242-2.7 EIGHT FOOT FENCE MATERIAL Material for the 8-foot fence shall be of similar material as the 7-foot fence. The material shall be supplied by the same manufacturer as the 7-foot fence manufacturer. The rail spacing shall match the 7-foot fence. 242-2.8 ORNAMENTAL DITCH STRUCTURE Pipe for structure shall conform to material specifications in section 242-2.1, 242-2.2, 242-2.3 and the plans. CONSTRUCTION METHODS 242-3.1 CLEARING FENCE LINE. All trees, brush, stumps, logs, and other debris as identified in SS- 120-2.7, which would interfere with the proper construction of the fence in the required location shall be removed a minimum width of 5 feet on each side of the fence centerline before starting fencing operations. The cost of removing and disposing of the material shall not constitute a pay item and shall be considered incidental to fence construction. 242-3.2 INSTALLING POSTS. All posts shall be set in concrete at the required dimension and depth and at the spacing shown on the plans. Posts should be spaced not more than 8 feet apart and should be set a minimum of 36 inches (90 cm) in concrete footings. If the frost depth is greater than 36 inches (90 cm), the posts should be set accordingly. The posts holes shall be in proper alignment so that there is a minimum of 3 inches (75 mm) of concrete on all sides of the posts. The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a smooth finish slightly higher than the ground and sloped to drain away from the posts. All posts shall be set plumb and to the required grade and alignment. No materials shall be installed on the posts, nor shall the posts be disturbed in any manner within 7 days after the individual post footing is completed. Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches larger than the greatest dimension of the posts shall be drilled to the embedment depth shown in the Plans. After the posts are set, the remainder of the drilled hole shall be filled with Portland cement concrete. Any remaining space above the rock shall be filled with concrete in the manner described above. In lieu of drilling, the rock may be excavated to the required footing depth. No extra compensation shall be made for rock excavation. When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces: 1) Remove all metal shavings from cut area. 2)Apply zinc-rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3)Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will negate fence warranty. 242-3.3 INSTALLING FENCE PANELS. Fence panels shall be attached to posts with brackets supplied by the manufacturer. Panels shall be installed per manufacturer requirements. 242-3.4 ELECTRICAL GROUNDS. Electrical grounds shall be constructed where a power line passes f over the fence. The ground shall be accomplished with a copper clad rod 10 feet (240 cm) long and a minimum of 3/ inch in diameter driven vertically until the top is 6 inches (150 mm) below the ground surface. A No. 6 solid copper conductor shall be clamped to the rod and to the fence in such a manner that each element of the fence is grounded. Installation of ground rods shall not constitute a pay item and shall be considered incidental to fence construction. i 242-3.5 ORNAMENTAL FENCE DITCH STRUCTURE SUBGRADE. The subgrade shall be excavated or filled to the required grade. Soft and yielding material i SS-242-2 Addendum No. 9 f shall be removed and replaced with suitable material and the entire subgrade shall be thoroughly compacted with approved mechanical equipment. Preparation of subgrade, including rock excavation, will not be measured for separate payment, but shall be considered subsidiary to the items "Ornamental Ditch Structure" FORMS. Forms shall be constructed of metal or wood, free from warp, and of sufficient strength to resist springing during the process of depositing concrete. They shall be securely staked, braced, set and held firmly to the required line and grade. Forms shall be cleaned and oiled before concrete is placed against them. PLACING AND FINISHING. The concrete shall be deposited in the forms upon the wetted subgrade to such depth that when it is compacted and finished, the top shall be at the required elevation. It shall be thoroughly consolidated and the edges along the form spaded to prevent honeycomb. The top shall then be struck off with a straightedge and tamped or vibrated sufficiently to flush mortar to the surface, after which it shall be finished with a wood float to a smooth and even surface. Plastering will not be permitted but minor defects shall be filled with a cement mortar (1 part Portland cement to 2 parts concrete sand) applied with a wood float. When completed, the concrete shall be properly cured by covering with polyethylene sheets conforming to ASTM C 171 or a liquid membrane forming compound conforming to ASTM C 309, Type 2, or other methods approved by the Engineer. BACKFILLING. After the forms have been removed, the spaces on each side shall be backfilled with suitable material, which shall be firmly compacted by means of approved mechanical equipment and neatly graded. Backfilling will not be measured for separate payment, but shall be considered subsidiary to the item "Ornamental Ditch Structure." METHOD OF MEASUREMENT 242-4.1 Ornamental steel fence will be measured for payment by the linear foot of the specified height. Measurement will be along the top of the fence from center to center of end posts, excluding the length occupied by gate openings. 242-4.2 Manual ornamental steel gates will be measured as each complete unit. Automatic gates shall be paid for under SS-350. 242-4.3 Ornamental fence ditch structure will be measured for payment by the linear foot. Measurement will be along the bottom of the ditch structure completed and accepted. BASIS OF PAYMENT 242-5.1 Payment for Ornamental Steel fence will be made at the contract unit price per linear foot. The price shall be full compensation for furnishing all materials, and for all preparation, erection, and installation of these materials, and for all labor equipment, tools, and incidentals necessary to complete the item. 242-5.2 Payment for Ornamental Steel gates will be made at the contract unit price for each gate. The price shall be full compensation for furnishing all materials, and for all preparation, erection, and installation of these materials, and for all labor equipment, tools, and incidentals necessary to complete the item. 242-5.3 Payment for Ornamental fence ditch structure will be made at the contract unit price per linear foot for work completed and accepted and measured as provided above, completed in place, which price SS-242-3 Addendum No. 1 shall be full compensation for furnishing materials including pipe, wire, and constructing the concrete skirt; for excavation and backfilling; and for all equipment, tools, labor and incidentals necessary to complete the work. Payment will be made under. Item SS-242-5.1a 7-Foot Ornamental Steel Fence—per Linear Foot Item SS-242-5.1 b 8-Foot Ornamental Steel Fence—per Linear Foot Item SS-242-5.2a 20' Double Manual Ornamental Steel Swing Gate—per Each Item SS-242-5.2b 20' Manual Ornamental Steel Sliding Gate—per Each Item SS-242-5.2c 4' Manual Ornamental Steel Pedestrian Gate—per Each Item SS-242-5.3 Ornamental Fence Ditch Structure—per Linear Foot END OF ITEM SS-242 r SS-242-4 Addendum No. 1 i e 3010 Gaylord Parkway Suite 190 Frisco,TX 75034 TEL 972.377.7480 FAX 972.377.8380 1 www.GarverUSA.com February 20, 2017 Addendum No. 02 To Plans, Contract Documents and Specifications Fort Worth Meacham International Airport—Meacham Frontage Fencing Improvements—Phase II This addendum shall be a part of the Plans, Contract Documents and Specifications to the same extent as though it were originally included therein, and it shall supersede anything contained in the Plans, Contract Documents and Specifications with which it might conflict. Note: Receipt of this Addendum shall be acknowledged on the submitted Proposal Form in the space provided. Failure to do so may subject Bidder to disqualification. Modifications to Front End Contract Documents: 1. Replace SS-242 Ornamental Steel Fence in its entirety with the new SS-242 Ornamental Steel Fence attached. Major changes include: a. Added language regarding fence material requirements. Ar S P,�E... r£xgS kill1 i� 11 By: Brandon C. Beville, PE ;4F. ....................................... BRANDON C. BEVILLE V. �. .......... ......... % . 121604 Attachments: '•� • ��� SS-242 Ornamental Steel Fence SLON Digitally Signed 02/20/2017 i Page 1 of 1 1 I ITEM SS-242 ORNAMENTAL STEEL FENCE DESCRIPTION 242-1.1 This item shall consist of furnishing and erecting an ornamental steel fence in accordance with these specifications and the details shown on the plans and in conformity with the lines and grades shown on the plans or established by the Engineer. 241-1.1 This item shall consist of the construction of an ornamental ditch structure at locations along the fence, in accordance with this specification at the locations shown on the plans or as directed by the Engineer. MATERIALS 242-2.1 GENERAL.The Contractor shall supply a total fence system of industrial ornamental steel fence. The system shall include all components(i.e., panels, posts, gates and hardware) required. The manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for Industrial weight fences under ASTM F2408.All material shall be black in color. The fence system shall be Ameristar Montage 11 Classic or approved equal. 242-2.2 FENCE PANELS AND POSTS Steel material for fence panels and posts shall conform to the requirements of ASTM A653/A653M, with a minimum yield strength of 45,000 psi (344 MPa) and a minimum zinc(hot-dip galvanized)coating weight of 0.60 oz/ft2 (276 g/m2), Coating Designation G-60. Posts shall be a minimum of 3" square x 12 Ga. 242-2.3 FENCE PICKETS AND RAILS. Pickets shall be 1" square x 14 Ga. tubing. The rails shall be steel channel, 1.75"x 1. 75"x.105". Picket holes in the rail shall be spaced 4.715" o.c. 242-2.4 GATES. For gate systems, posts shall be a minimum of 3" square x 12 Ga. For Pedestrian gates. Posts shall be a minimum of 6" square x 3/16" for all other gates. Gate frames shall conform to all other requirements listed in the specifications under paragraph 242-2.2 and 242-2.3. The panels shall be of the same type material as used in the fence. Gates shall be access controlled with proximity access readers. Access reader and material required for construction is to meet requirements of SS-350. 242-2.5 CONCRETE. Concrete shall conform to the Specification P-610.Any concrete placed at or above the ground surface shall contain 3-7 percent air content. 242-2.6 FENCE COATING REQUIREMENTS The black coating must adhere to the following performance requirements: Coating Performance Requirements Quality ASTM Test Method Performance Requirements Characteristics Adhesion D3359—Method B Adhesion (Retention of Coating) over 90% of test area Tape and knife test). Corrosion B117, D714&D1654 Corrosion Resistance over 1,500 hours(Scribed per Resistance D1654; failure mode is accumulation of 1/8"coating loss from scribe or medium#8 blisters). Impact Resistance D2794 Impact Resistance over 60 inch Ib. (Forward impact using 0.625"ball). Weathering D822 D2244, D523 (60° Weathering Resistance over 1,000 hours (Failure Resistance Method) mode is 60% loss of gloss or color variance of more than 3 delta-E color units). z SS-242-1 Addendum No. 2 i 1 242-2.7 EIGHT FOOT FENCE MATERIAL Material for the 8-foot fence shall be of similar material as the 7-foot fence. The material shall be supplied by the same manufacturer as the 7-foot fence manufacturer. The rail spacing shall match the 7-foot fence. 242-2.8 ORNAMENTAL DITCH STRUCTURE Pipe for structure shall conform to material specifications in section 242-2.1, 242-2.2, 242-2.3 and the plans. CONSTRUCTION METHODS 242-3.1 CLEARING FENCE LINE. All trees, brush, stumps, logs, and other debris as identified in SS- 120-2.7, which would interfere with the proper construction of the fence in the required location shall be removed a minimum width of 5 feet on each side of the fence centerline before starting fencing operations. The cost of removing and disposing of the material shall not constitute a pay item and shall be considered incidental to fence construction. 242-3.2 INSTALLING POSTS. All posts shall be set in concrete at the required dimension and depth and at the spacing shown on the plans. Posts should be spaced not more than 8 feet apart and should be set a minimum of 36 inches (90 cm) in concrete footings. If the frost depth is greater than 36 inches (90 cm), the posts should be set accordingly. The posts holes shall be in proper alignment so that there is a minimum of 3 inches (75 mm) of concrete on all sides of the posts. The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a smooth finish slightly higher than the ground and sloped to drain away from the posts. All posts shall be set plumb and to the required grade and alignment. No materials shall be installed on the posts, nor shall the posts be disturbed in any manner within 7 days after the individual post footing is completed. Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches larger than the greatest dimension of the posts shall be drilled to the embedment depth shown in the Plans. After the posts are set, the remainder of the drilled hole shall be filled with Portland cement concrete. Any remaining space above the rock shall be filled with concrete in the manner described above. In lieu of drilling, the rock may be excavated to the required footing depth. No extra compensation shall be made for rock excavation. When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces: 1) Remove all metal shavings from cut area. 2)Apply zinc-rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3)Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will negate fence warranty. 242-3.3 INSTALLING FENCE PANELS. Fence panels shall be attached to posts with brackets supplied by the manufacturer. Panels shall be installed per manufacturer requirements. 242-3.4 ELECTRICAL GROUNDS. Electrical grounds shall be constructed where a power line passes ' over the fence. The ground shall be accomplished with a copper clad rod 10 feet(240 cm)long and a minimum of 3/ inch in diameter driven vertically until the top is 6 inches (150 mm) below the ground surface. A No. 6 solid copper conductor shall be clamped to the rod and to the fence in such a manner that each element of the fence is grounded. Installation of ground rods shall not constitute a pay item and shall be considered incidental to fence construction. 242-3.5 ORNAMENTAL FENCE DITCH STRUCTURE SUBGRADE. The subgrade shall be excavated or filled to the required grade. Soft and yielding material i SS-242-2 Addendum No. 2 i shall be removed and replaced with suitable material and the entire subgrade shall be thoroughly compacted with approved mechanical equipment. Preparation of subgrade, including rock excavation, will not be measured for separate payment, but shall be considered subsidiary to the items "Ornamental Ditch Structure" FORMS. Forms shall be constructed of metal or wood, free from warp, and of sufficient strength to resist springing during the process of depositing concrete. They shall be securely staked, braced, set and held firmly to the required line and grade. Forms shall be cleaned and oiled before concrete is placed against them. PLACING AND FINISHING. The concrete shall be deposited in the forms upon the wetted subgrade to such depth that when it is compacted and finished, the top shall be at the required elevation. It shall be thoroughly consolidated and the edges along the form spaded to prevent honeycomb. The top shall then be struck off with a straightedge and tamped or vibrated sufficiently to flush mortar to the surface, after which it shall be finished with a wood float to a smooth and even surface. Plastering will not be permitted but minor defects shall be filled with a cement mortar (1 part Portland cement to 2 parts concrete sand) applied with a wood float. When completed, the concrete shall be properly cured by covering with polyethylene sheets conforming to ASTM C 171 or a liquid membrane forming compound conforming to ASTM C 309, Type 2, or other methods approved by the Engineer. BACKFILLING. After the forms have been removed, the spaces on each side shall be backfilled with suitable material, which shall be firmly compacted by means of approved mechanical equipment and neatly graded. Backfilling will not be measured for separate payment, but shall be considered subsidiary to the item "Ornamental Ditch Structure." METHOD OF MEASUREMENT 242-4.1 Ornamental steel fence will be measured for payment by the linear foot of the specified height. Measurement will be along the top of the fence from center to center of end posts, excluding the length occupied by gate openings. 242-4.2 Manual ornamental steel gates will be measured as each complete unit. Automatic gates shall be paid for under SS-350. 242-4.3 Ornamental fence ditch structure will be measured for payment by the linear foot. Measurement will be along the bottom of the ditch structure completed and accepted. BASIS OF PAYMENT 242-5.1 Payment for Ornamental Steel fence will be made at the contract unit price per linear foot. The price shall be full compensation for furnishing all materials, and for all preparation, erection, and installation of these materials, and for all labor equipment, tools, and incidentals necessary to complete the item. l 242-5.2 Payment for Ornamental Steel gates will be made at the contract unit price for each gate. The price shall be full compensation for furnishing all materials, and for all preparation, erection, and installation of these materials, and for all labor equipment, tools, and incidentals necessary to complete the item. i 242-5.3 Payment for Ornamental fence ditch structure will be made at the contract unit price per linear foot for work completed and accepted and measured as provided above, completed in place, which price i SS-242-3 Addendum No. 2 shall be full compensation for furnishing materials including pipe, wire, and constructing the concrete skirt; for excavation and backfilling; and for all equipment, tools, labor and incidentals necessary to complete the work. Payment will be made under: Item SS-242-5.1 a 7-Foot Ornamental Steel Fence—per Linear Foot Item SS-242-5.1 b 8-Foot Ornamental Steel Fence—per Linear Foot Item SS-242-5.2a 20' Double Manual Ornamental Steel Swing Gate—per Each Item SS-242-5.2b 20' Manual Ornamental Steel Sliding Gate—per Each Item SS-242-5.2c 4' Manual Ornamental Steel Pedestrian Gate—per Each Item SS-242-5.3 Ornamental Fence Ditch Structure—per Linear Foot END OF ITEM SS-242 ff I 3 SS-242-4 Addendum No. 2 i I 00 11 13- 1 INVITATION TO BIDDERS Page I of 2 I SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of the Meacham Frontage Fencing Improvements will be 6 received at the City of Fort Worth Meacham Airport Administration Building: 7 8 Aviation Department- Meacham Airport 9 201 American Concourse 10 Suite 330 11 Fort Worth,Texas 76106 12 (Formerly 4201 North Main Street) 13 14 until 2:00 P.M. CST,Thursday,February 23,2017, and bids will be opened publicly and read 15 aloud at 2:00 P.M. CST in the Aviation Conference Center, Suite 306; see receptionist at Suite 16 330. 17 18 GENERAL DESCRIPTION OF WORK 19 The major work will consist of the(approximate) following: Installation of approximately 5,100 20 LF of ornamental fence. Installation of approximately 2,600 LF of black-coated chain-link fence, 21 and removal of approximately 8,700 LF of existing fence. Install 7 automatic vehicle gates, and 22 construct approximately 7,200 L.F. of concrete erosion control strip along the fence alignment. 23 24 DOCUMENT EXAMINATION AND PROCUREMENTS 25 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 26 of Fort Worth's Purchasing Division website at http://www.foi-twot-thgov.org/purchasing/and 27 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 28 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 29 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 30 Parties Form 1295 and the form must be submitted to the Project Manager before the 31 contract will be presented to the City Council. The form can be obtained at 32 https://www.ethics.state.tx.us/tec/1295-Info.htm . 33 34 Copies of the Bidding and Contract Documents may be viewed at the office of the design 35 engineer. 36 37 Brandon Beville, PE 38 Garver,LLC 39 3010 Gaylord Parkway, Suite 190 40 Frisco, TX 75034 41 42 PREBID CONFERENCE 43 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 44 BIDDERS at the following location, date, and time: 45 DATE: February 9d',2017 46 TIME: 2:00 P.M. 47 PLACE: 201 American Concourse 48 Fort Worth,Texas 76106 49 (Formerly 4201 North Main Street) CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 1I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 23,2015 0021 13- 1 INSTRUCTIONS TO BIDDERS Page I of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00- GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize oi•confer a license or grant 31 for any other use. 32 33 3. Examination of Bidding and Contract Documents, Other Related Data, and Site 34 35 3.1.Before submitting a Bid, each Bidder shall: 36 37 3.1.1. Examine and carefully study the Contract Documents and other related data 38 identified in the Bidding Documents(including"technical data"referred to in 39 Paragraph 4.2. below). No information given by City or any representative of the 40 City other than that contained in the Contract Documents and officially g 41 promulgated addenda thereto, shall be binding upon the City. 42 43 3.1 2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 44 site conditions that may affect cost, progress,performance or furnishing of the 45 Work. 46 47 3.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 48 progress,performance or furnishing of the Work. 49 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised August 21,2015 i_ 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 3.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 2 between the Contract Documents and such other related documents. The Contractor 3 shall not take advantage of any gross error or omission in the Contract Documents, 4 and the City shall be permitted to make such corrections or interpretations as may 5 be deemed necessary for fulfillment of the intent of the Contract Documents. 6 7 3.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of. 8 9 3.2.1. those reports of explorations and tests of subsurface conditions at 01•contiguous to 10 the site which have been utilized by City in preparation of the Contract Documents. 11 The logs of Soil Borings, if any, on the plans are for general information only. 12 Neither the City not,the Engineer guarantee that the data shown is representative of 13 conditions which actually exist. 14 15 3.2.2. those drawings of physical conditions in or relating to existing surface and 16 subsurface structures(except Underground Facilities)which are at or contiguous to 17 the site that have been utilized by City in preparation of the Contract Documents. 18 19 3.2.3. copies of such reports and drawings will be made available by City to any Bidder 20 on request. Those reports and drawings may not be part of the Contract 21 Documents, but the "technical data" contained therein upon which Bidder is entitled 22 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 23 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 24 responsible for any interpretation or conclusion drawn from any "technical data" or 25 any other data, interpretations, opinions or information. 26 27 33.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 28 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 29 exception the Bid is premised upon performing and furnishing the Work required by the 30 Contract Documents and applying the specific means,methods, techniques, sequences or 31 procedures of construction (if any)that may be shown or indicated or expressly required 32 by the Contract Documents, (iii)that Bidder has given City written notice of all 1 33 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 34 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 35 etc., have not been resolved through the interpretations by City as described in 36 Paragraph 6., and(iv) that the Contract Documents are generally sufficient to indicate 37 and convey understanding of all terms and conditions for performing and furnishing the i 38 Work. 39 40 3.4.The provisions of this Paragraph 4,inclusive, do not apply to Asbestos,Polychlorinated 41 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 42 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 43 Documents. 44 45 4. Availability of Lands for Work,Etc. 46 1 I CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02137 Revised August 21,2015 I r 0021 13-5 INSTRUCTIONS TO BIDDERS Pale 5 of 9 1 6. Bid Security 3 6.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 4 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 5 the requirements of Paragraphs 5.01 of the General Conditions. 6 7 6.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 8 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 9 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 10 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 1 I Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 12 other Bidders whom City believes to have a reasonable chance of receiving the award 13 will be retained by City until final contract execution. 14 15 7. Contract Times 16 The number of days within which, or the dates by which, Milestones are to be achieved in 17 accordance with the General Requirements and the Work is to be completed and ready for 18 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 19 attached Bid Form. 20 21 8. Liquidated Damages 22 Provisions for liquidated damages are set forth in the Agreement. 23 24 9. Substitute and "Or-Equal" Items 1 25 The Contract,if awarded, will be on the basis of materials and equipment described in the 26 Bidding Documents without consideration of possible substitute or"or-equal" items. 27 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 28 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 29 City, application for such acceptance will not be considered by City until after the Effective 30 Date of the Agreement. The procedure for submission of any such application by Contractor 31 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 1 32 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 33 34 10. Subcontractors,Suppliers and Others I 35 36 10.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 37 12-2011 (as amended), the City has goals for the participation of minority business 38 and/or small business enterprises in City contracts. A copy of the Ordinance can be I 39 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 40 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 41 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 42 Venture Form as appropriate.The Forms including documentation must be received 43 by the City no later than 2:00 P.M. CST, on the second business days after the bid 44 opening date. The Bidder shalt obtain a receipt from the City as evidence the 45 documentation was received. Failure to comply shall render the bid as non- 46 responsive. 47 48 10.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 49 or organization against whom Contractor has reasonable objection. 50 E CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 1I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised August 21,2015 002113-7 INSTRUCTIONS TO BIDDERS Pave 7 of 9 1 12. Submission of Bids 2 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, i 3 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 4 addressed to PuFehasin."n.,nageF of the C,+..Aviation Department, and shall be enclosed in 5 an opaque sealed envelope, marked with the City Project Number, Project title,the name and 6 address of Bidder, and accompanied by the Bid security and other required documents. If the 7 Bid is sent through the mail or other delivery system,the sealed envelope shall be enclosed in 8 a separate envelope with the notation "BID ENCLOSED" on the face of it. 9 10 13. Modification and Withdrawal of Bids 11 12 13.1. Bids addressed to the n ehasinb'` anagei Aviation Department-and filed with the 1 13 Purchasing Office cannot be withdrawn prior to the time set for bid opening. A 14 request for withdrawal must be made in writing by an appropriate document duly 15 executed in the manner that a Bid must be executed and delivered to the place where 16 Bids are to be submitted at any time prior to the opening of Bids. After all Bids not 17 requested for withdrawal are opened and publicly read aloud,the Bids for which a 18 withdrawal request has been properly filed may, at the option of the City, be returned 19 unopened. 20 21 13.2. Bidders may modify their Bid by electronic communication at any time prior to the 22 time set for the closing of Bid receipt. 23 24 14. Opening of Bids 25 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 26 abstract of the amounts of the base Bids and major alternates (if any) will be made available 27 to Bidders after the opening of Bids. 28 29 15. Bids to Remain Subject to Acceptance 30 All Bids will remain Subject to acceptance for the time period specified for Notice of Award 31 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 32 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 33 34 16. Evaluation of Bids and Award of Contract 35 36 16.1. City reserves the right to reject any or all Bids, including without limitation the rights 37 to reject any or all nonconforming, nonresponsive,unbalanced or conditional Bids 38 and to reject the Bid of any Bidder if City believes that it would not be in the best 39 interest of the Project to make an aNvard to that Bidder,whether because the Bid is 40 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 41 meet any other pertinent standard or criteria established by City. City also reserves 42 the right to waive informalities not involving price, contract time or changes in the 43 Work with the Successful Bidder. Discrepancies between the multiplication of units 44 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 45 between the indicated sum of any column of figures and the correct sum thereof will 46 be resolved in favor of the correct sum. Discrepancies between words and figures 47 will be resolved in favor of the words. 48 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised August 21,2015 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 2 � 3 4 END OF SECTION { I 1 i i i 1 3 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02137 Revised August 21,2015 I 0035 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.us/forms/CIS.pdf ❑ CIQ Form is on file with City Secretary I� CIQ Form is being provided to the City Secretary ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Company Name Here By: Prin d e Here T�kE lkvkG�.t G roj? Address Here Q76S qmt ,gAcf Signature.- Address ignature:Address Here or Space City, State Zip Code Here �d��5,� Z>t2D Title: U Title Here END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Meacham Frontage Fencing Improvements-Bid Proposal Workbook.xls i I OONFLOOT OF INTEREST OUESTDONNAIRE FORM SOCA For vendor doing business with local governmental entity jThis questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who Date Received has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later d than the 7th business day after the date the vendor becomes aware of facts that require the statement to be , I filed. See Section 176.006(a-1), Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code.An offense under this section is a misdemeanor. jJ Name of vendor who has a business relationship with local governmental entity. 2 F1 Check this box if you are filing an update to a previously filed questionnaire.(The law requires that you file an updated icompleted questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) -3J Name of local government officer about whom the information is being disclosed. Name of Officer –4J Describe each employment or other business relationship with the local government officer, or a family member of the officer,as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Complete subparts A and B for each employment or business relationship described. Attach additional pages to this Form CIO as necessary. A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income, from the vendor? Yes F-1 No B. Is the vendor receiving or likely to receive taxable income,other than investment income,from or at the direction of the local government officer or a family member of the officer AND the taxable income is not received from the local governmental entity? Yes F-1 No 11 Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity with respect to which the local government officer serves as an officer or director,or holds an ownership interest of one percent or more. r 6 F1Check this box if the vendor has given the local government officer or a family member of the officer one or more gifts as described in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1). 7 x• 23-►� Signature of vendor doing b ness with the governmental entity Date Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 LOCAL GOVERNMENT OFFICER FORM CIS CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICE USE ONLY This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement Sate Received in accordance with Chapter 176, Local Government Code. 1 Name of Local Government Officer J 2 Office Held 3 Name of vendor described by Sections 176.001(7)and 176.003(a), Local Government Code 4 Description of the nature and extent of each employment or other business relationship and each family relationship with vendor named in item 3. 5 List gifts accepted by the local government officer and any family member, if aggregate value of the gifts accepted from vendor named in item 3 exceeds$100 during the 12-month period described by Section 176.003(a)(2)(B). Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift i i Date Gift Accepted Description of Gift (attach additional forms as necessary) 6 AFFIDAVIT I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to each family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 176.003(a)(2)(B), Local Government Code. i i Signature of Local Government Officer AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me,by the said this the day of 20 ,to certify which,witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: Aviation Department- Meacham Airport r 201 American Concourse Suite 330 Fort Worth, Texas 76102 t FOR: Meacham Frontage Fencing Improvements- Phase II i City Project No.: 2187 Units/Sections: No Units:All One Unit d 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. I 2. BIDDER Acknowledgements and Certification t 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. I 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. r 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: i a. "corrupt practice"means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. i b. "fraudulent practice" means an intentional misrepresentation of facts made (a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels, or(c) to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Meacham Frontage Fencing Improvements-Bid Proposal Workbook.As 1 0041 00 BID FORM Page 2 of 3 d. "coercive practice"means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification ,I The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. N/A 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 180 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. i c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 I e. MWBE Forms (optional at time of bid) ! f. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary g. Any additional documents that may be required by Section 12 of the Instructions to Bidders 1 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. I I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Meacham Frontage Fencing Improvements-Bid Proposal Workbook.xis 1 0041 00 BID FORM Page 3 of 3 6.3. Evaluation of Alternate Bid Items Total Base Bid $1,380,093.53 Additive Alternate 1 $40,615.85 Additive Alternate 11 $40,600.00 Total Bid $1,461,309.38 7. Bid Submittal This Bid is submitted on 2/23/17 by the entity named below. Respectfully submit d, Receipt is acknowledged of the Initial following Addenda: By. Addendum No. 1: J (Signature) Addendum No. 2: L 3 Addendum No. 3: Mike Irwin jAddendum No. 4: (Printed Name) Title: Vice President Company: The Anchor Group, Inc. Corporate Seal: Address: 9765 Harry Hines Blvd. Dallas, Texas 7220 State of Incorporation: Texas Email: mirwin(a)anchrtexas.com Phone: 214-350-1900 END OF SECTION HOLLY R, WHITE Notary Public,State of Texas r. My Commission Expires June 14, 2018 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Meacham Frontage Fencing Improvements-Bid Proposal Workbook.xls 00 42 43 BIDPROPOSAL Page 2 of 2 1 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Description tion Specification Unit of Bid Item No. Section No. Measure Quantity Unit Price Bid Value 42 FLEXIBLE BASE(COMPLETE IN PLACE),6"THICKNESS,GRADE 1 TYPED TX-247-5.1 S.Y. 162 $32.50 $5,265.00 43 CONCRETE PAVEMENT(7"THICKNESS) TX-360-5.1 S.Y. 142 $78.00 $11,076.00 44 CONCRETE CURB TX-360-5.2 L.F. 20 $26.00 $520.00 45 TEMPORARY EROSION CONTROL TX-506-5.1 L.S. 100% $22,718.00 $22,718.00 Total Base Bid $1,380,093.53 Additive Alternate I Bid 1 EXISTING GATE 19 EQUIPMENT,REMOVED SS-301-5.9 L.S. 100% $1,599.00 $1,599.00 2 GATE 19 AUTOMATIC SLIDING CANTILEVER GATE AND SS-350-5.8 L.S. 100% OPERATOR SYSTEM INSTALLED $35,390.00 $35,390.00 3 6-FOOT BLACK PVC COATED CHAIN-LINK FENCE WITH F-162-5.1 a L.F. 47 BARBED WIRE $31.45 $1,478.15 4 4'BLACK PVC COATED CHAIN-LINK PEDESTRIAN GATE F-162-5.2a EACH 1 $750.00 $750.00 5 TEMPORARY CHAIN-LINK FENCE F-162-53 L.F. 71 $3.00 $213.00 6 IFENCE REMOVAL F-162-5.4 L.F. 47 $3.10 $145.70 s 7 GATE REMOVAL F-162-5.5a EACH 1 $520.00 $520.00 8 PEDESTRIAN GATE REMOVAL F-162-5.5b EACH 1 $520.00 $520.00 Total Additive Alternate I Bid $40,615.85 Additive Alternate 11 Bid 1 20'MANUAL ORNAMENTAL STEEL SLIDING GATE SS-242-5.2b EACH 1 $520.00 $520.00 2 GATE 5 AUTOMATIC=CANTILEVER GATE AND SS-350-5.9 OPERATOR SYSTEM INSTALLED $40,080.00 $40,080.00 Total Additive Alternate II Bid S40,600.00 Total Bid $1,461,309.38 END OF SECTION I 1 1 t i, t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fonn Revised 20120120 Meacham Frontage Fencing Improvements-Bid Proposl Workbook.als i 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of n/a our principal place of business, are required to be n/a percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of n/a our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 BIDDER: The Anchor Group, Inc. By: Mike Irwin 9765 Harry Hines Blvd. Dallas, Texas 7220 (Signature) Title: Vice President Date: a LA— \1 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Meacham Frontage Fencing Improvements-Bid Proposal Workbook.xis w A AIA Document A310T"' - 2010 Bid Bond CONTRACTOR: SURETY: (Name, legal status and address) (Name, legal status and principal place The Anchor Group,Inc, of business)Employers Mutual Casualty Company&Union 9765 Harry Hines Blvd Insurance Company of Providence Dallas,TX 75220 PO Box 712 This document has important legal consequences.Consultation with OWNER: Des Moines,IA 50306-0712 an attorney is encouraged with (Name, legal status and address) respect to its completion or City of Fort Worth,Aviation Department modification. 201 American Concourse,Suite 330 Any singular reference to Fort Worth,TX Contractor,Surety,Owner or BOND AMOUNT: other party shall be considered i ***Five Percent Of Greatest Amount Bid*** (5%of GAB ) plural where applicable. PROJECT: (Name, location or address, and Project number, if any) Meacham Frontage Fencing Improvements-Phase II I The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid doctun ents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefroni and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 23rd day of February 2017 . ' The Anchor Group, ie. _ (Principal) (Seal) (Witness) a )-nipl)ye s Mutual Casualty Company&U tion Insurance ompa �P-raviden (Suret�r -(Seal) (Witness) I 1 (Tiflr:) Dawn M Davis ,Attorney-in Fact CAUTION:You should sign an original AIA Contract Documont,on which this toxi appears In RED.An original assures that I changes will not be obscured, AIA Document A310*"—2010.Copyright®1903,1970 and 2010 by The American Institute of Architects.All rlOhts reserved.WARNING:This Ale Init. Documont is protected by U.S.Copyright Law and International Treaties,Unauthorized n)prodwfion or distribution of this AIAa Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible unifier the law. t Purchasers are permitted to reproduce ten(10)copies of this document when completed.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright®aia.org. asnm AWEMC INSURANCE IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or to make a complaint: Para obtener informaci6n o para presentar una queja: You may call EMC Insurance Companies' toll free Usted puede Ilamar al n0mero de telefono gratuito de telephone number for information or to make a EMC Insurance Companies'para obtener informaci6n o complaint at: para presentar una queja al: s 1-800-223-0562 1-800-223-0562 You may also write to EMC Insurance Companies at: Usted tambien puede escribir a EMC Insurance P.O. Box 1739 Companies: Wichita, KS 67201-1739 P.O. Box 1739 Wichita, KS 67201-1739 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, or Usted puede comunicarse con el Departamento de complaints at: Seguros de Texas para obtener informaci6n sobre companias, coberturas, derechos, o quejas al: 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Insurance: Usted puede escribir al Departamento de Seguros de P.O. Box 149104 Texas a: Austin,Texas 78714-9104 FAX: (512)490-1007 P.O. Box 149104 Web: www.tdi.texas.gov Austin,Texas 78714-9104 E-Mail: ConsumerProtection@tdi.texas.gov FAX: (512)490-1007 Sitio web: www.tdi.texas.gov PREMIUM OR CLAIM DISPUTES: E-Mail: ConsumerProtection@tdi.texas.gov Should you have a dispute concerning your premium or about a claim you should contact the agent� first. If the DISPUTAS POR PRIMAS DE SEGUROS O dispute is not resolved, you may contact the Texas RECLAMACIONES: Department of Insurance. Si tiene una disputa relacionada con su prima de ATTACH THIS NOTICE TO YOUR POLICY: sequro o con una reclamaci6n, debe communicarse This notice is for information only and does not become con el agente primero. Si la disputa no es resuelta, a part or condition of the attached document. usted puede communicarse con el Departemento de Seguros de Texas. ADJUNTE ESTE AVISO A SU POLIZA: Este aviso es solamente para prop6sitos informativos y no se convierte en parte o en condici6n del documento adjunto. i I IL6044(6-15) Page 1 of 1 } 'INS URA N CEEMC P.O.Box 712•Des Moines,IA 50306-0712 I y0, B82382 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS,that: 1. Employers Mutual Casualty Company,an Iowa Corporation 5. Dakota Fire Insurance Company,a North Dakota Corporation 2. EMCASCO Insurance Company,an Iowa Corporation 6. EMC Property&Casualty Company,an Iowa Corporation 3. Union Insurance Company of Providence,an Iowa Corporation 7. Hamilton Mutual Insurance Company,an Iowa Corporation 4, Illinois EMCASCO Insurance Company,an Iowa Corporation hereinafter referred to severally as"Company"and collectively as"Companies",each does,by these presents,make,constitute and appoint: TOM P.ELLIS,III,KAE PERDUE,JOHN D.FULKERSON,DONNIE DOAN,KRISTI MEEK,DAWN M.DAVIS,WALTER J DELAROSA,SHARON CLARY, EDWARD RYAN BOWLES its true and lawful attorney-in-fact,with full power and authority conferred to sign,seal,and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. I The authority hereby granted shall expire APRIL 1,2017 unless sooner revoked, AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: I RESOLVED:The President and Chief Executive Officer,any Vice President,the Treasurer and the Secretary of Employers Mutual Casually Company shall have power and authority to(1)appoint aftomeys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof;and(2)to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her.Aftomeys-in-fact shall have power and authority,subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company,and to attach the seal of the Company thereto,bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof,and any such instrument executed by any such attomey-in-fact shall be fully and in all respects binding upon the Company, Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company.The facsimile or mechanically reproduced signature of such officer,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power-of-attomey of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF,the Companies have caused these presents to be signed for each by their officers as shown,and the Corporate seals to be hereto affixed this 5th day of JANUARY 2017 Seals ... . A�' Bruce G.Kelley, hairman Michael Freel Q `•`uM�Oryf.g ,fi� of Companies 2,3,4,5&6;President Assistant Vice President of Company 1;Vice Chairman and SEAL k =f= 1863 7953 c' CEO ofCompany 7 '," '•,`'- ''• 'off" ,.�a3 ,,,,r} or On this 5th dayof JANUARY AD 2017 before mea `�5o,v,ti•�F ;;k;; �,�;�c., ,,, ;����r,., Notar Public in and for the State of Iowa,personaliy appeared Bruce G.<ellel— y and Michael Freel, who, eing by me duly sworn,did say that they are,and are known tome lobe the Chairman, President,Vice Chairman and CEO,andlorAssislanl Vice President,respectively,of each of The SEAL SEAL _<_ SEAL g: Companies above;that the seals affixed to this instrument are the seals of said corporations; that said instrument was si ned and sealed on behalf of each of the Companies by authority '+n/o;,+"`,, s<la,.� "' of their respective Boards of Directors;and that the said Bruce G.Kelley and Michael Freel,as such officers,acknowledged the execution of said instrument to be the voluntary act and deed MUT 41 of each of the Companies, `o MU'Nr s�9 My Commission Expires October 10,2019. Commission Number 780769 p�s'Ls�ft po My Commission E*kw Es,,p� October 10,2019 Notary P lic in and for the State of 1 a CERTIFICATE I,James D.Clough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JANUARY 5,2017 on behalf of: ( TOM P.ELLIS,III,KAE PERDUE,JOHN D.FULKERSON,DONNIE DOAN,KRISTI MEEK,DAWN M.DAVIS,WALTER J DELAROSA,SHARON CLARY,EDWARD RYAN BOWLES I are true and correct and are still in full force and effect. iIn Testimony Wher f a subscrib d m �q �}�a affixed the facsimile se f n ! each Company this l ay of 'yY V l.n (L' /� el Vice President •. 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of n/a our principal place of business, are required to be n/a percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of n/a our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. F1 BIDDER: The Anchor Group, Inc. By: Mike Irwin 9765 Harry Hines Blvd. Dallas, Texas 7220 (Signature) Title; Vice President Date: d_-2_21 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Meacham Frontage Fencing Improvements-Bid Proposal Workbook.xls 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 02187. Contractor further certifies that, pursuant to Texas Labor Code, Section f 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 G /� 12 The Anchor Group, Inc. By: F7aW/�-, ; Ln Ae5 13 Company (Please Print) 14 15 9765 Harry Hines Boulevard Signature: _ 16 Address d 17 18 Dallas,TX 75220 Title: Sk eS ,}y,Ke,,-_ 19 City/State/Zip (Please Print 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF T--A+dM= @AL LP,5 § 25 26 BEFORE ME,the undersi ed authority, on this day personally appeared 27 w 14'►eg71 S , known to me to be the person whose name is 28 subscribed to the foregz-t trument, and acknowledged to me that he/she executed the same as 29 the act and deed of for the purposes and 30 consideration therein expressed and in the Kpacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 1 day of 33 �.(-�— , 2017. 34 35. ;p�`PRY PLef�iw HOLLY R. WHITE 36 �= Notary Public,state of Texas 37 N; :P My Commission Expires No a y PublO in land for the State of Texas June 14, 2018 �/11111�� d 38 l 39 END OF SECTION 40 I I CITY OF FORT WORTH Meacham Frontage Fencing Improvements—Phase H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 f Revised July I,2011 CITY OF FORT WORTH K CONTRACT COMPLIANCE MEMORANDUM THIS FORM MUST BE ATTACHED TO THE ROUTING "M & C" BEFORE LAW DEPARTMENT AND CITY MANAGER APPROVAL To: Julie Hostak Project Manager From: Tasha Kilgore (817) 212-2643 M/WBE Office Staff Extension Date: April 18, 2017 In the Amount of $1,420,709.38 AVD-02187 DOE/Project No. Project/Bid: North Main Street Frontage Fencing Improvements, Phase II 1. Compliance with the City's Business Diversity Enterprise (BDE) Ordinance has been achieved by the following method: a) The Anchor Group, Inc. is in compliance with the City's BDE Ordinance by committing to 12% MBE participation. The City's MBE goal on this project is 12%. x FORTWORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E R.D. Howard, LLC 1 Demolition/ Concrete/ Steel $91,686 3863 South Freeway Excavation/ Forth Worth, TX 76110 Concrete p) 817-921-1401 f) 817-921-2078 MHerrera@thinkhoward.com Mario Herrera Alman Construction Services LP 1 Electrical Conduit/Wiring/ $78,800 7677 Hunnicut Rd. Demolition and Dallas, TX 75228 p)214-388-1800 ❑ Installation f)214-388-1818 cthornton@almanelec.com Chuck Thornton Ameristar Perimeter Security 1 Ornamental $413,958 P.O. Box 581000 Fence and Gates Tulsa, OK 74158 p) 888-333-1000 f) 877-333-3747 Jamieson Manufacturing 1 Galvanized and $54,000 4221 Platinum Way Vinyl Chain Link Dallas,TX 75237 y 214-339-8384 ❑ ❑ Fence and Gates f) f)214-331-6309 ✓ ewaller@jamiesonfence.com Edwin Waller Southwest Automated 1 Gate operators $46,000 2472 Southwell Rd. and associated Dalals, Tx 75220 ❑ ❑ equipement p) 214-902-7997 f) 214-902-7999 V-Mag 1 Gate operators $30,000 12089 Starcrest Drive and associated San Antonio, Tx 78247 ❑ ❑ ✓ equipment p) 210-495-3000 f) 210-495-3010 sales@vmagtech.com Rev.2/10/15 FORT ATTACHMENT 3 3 of of 4 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E El El E El E Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers s170,486 Total Dollar Amount of Non-MBE Subcontractors/Suppliers s543,958 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS s714,444 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Scott Slavik Digit allysigned a Scott Slavik DN:—S-ft Slavik,o,ou, email=sslavik@anchortexas.com,-US Date:2017.04.18 10:51:36-05'00' Authorized Signature Printed Signature Project Manager Title Contact Name/Title(if different) The Anchor Group, Inc. Company Name Telephone and/or Fax 9765 Harry Hines Blvd. Address E-mail Address Dallas, Tx 75220 City/State/Zip Date Rev.2/10/15 00 52 43-1 Agreement Page I of4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT,authorized on is made by and 5 between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly 6 authorized City Manager, ("City"), and The Anchor Group, Inc., authorized to do business in 7 Texas, acting by and through its duly authorized representative, ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1.WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Meacham Front Fencing Improvements—Phase II 17 City Project No. 02187 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance, as stated in the Contract 21 Documents, are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 180 days after the date when the 24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that City will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 29 General Conditions. The Contractor also recognizes the delays, expense, and difficulties 30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 31 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 City Seven Hundred Fifty and 00/100 Dollars ($750.00) for each day that expires after 34 the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final 35 Letter of Acceptance. CITY OF FORT WORTH Meacham Frontage Fencing Inprovements—Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02187 Revised August 17,2012 005243-2 Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million Four Hundred Twenty Thousand Seven 39 Hundred Nine and 38/100 Dollars ($1,420,709.38). Contract price includes Base Bid in the 40 amount of$1,380,093.53 and Bid Alternate 1 in the amount of$40,615.85. 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A.The Contract Documents which comprise the entire agreement between City and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form 48 1) Proposal Form 49 2) Vendor Compliance to State Law Non-Resident Bidder 50 3) Prequalification Statement 51 4) State and Federal documents (project specific) 52 b. Current Prevailing Wage Rate Table 53 c. Insurance ACORD Form(s) 54 d. Payment Bond 55 e. Performance Bond 56 f. Maintenance Bond 57 g. Power of Attorney for the Bonds " 58 h. Worker's Compensation Affidavit 59 i. MBE and/or SBE Commitment Form 60 3. General Conditions. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued,become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 1 CITY OF FORT WORTH illeacham Frontage Fencing Improvements—Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cite Project Aro.02187 Revised August 17,2012 005243-3 Agreement Page 3 of 4 75 Article 6.INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused,in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city,its officers,servants and employees,from and against any and all loss, damage 89 or destruction of property of the city, arising out of,or alleged to arise out of,the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by any act,omission or negligence of the city. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 99 have the meanings indicated in the General Conditions. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the City. 103 7.3 Successors and Assigns. 104 City and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken and all 110 remaining provisions shall continue to be valid and binding upon CITY and 111 CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of #; 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas,Fort Worth Division. f 1 CITY OF FORT WORTH Meacham Frontage Fencing Improvements—Phase H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02187 Revised August 17,2012 005243-4 Agreement Page 4 of 4 116 7.6 Other Provisions. 117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 118 classified, promulgated and set out by the City, a copy of which is attached hereto and 119 made a part hereof the same as if it were copied verbatim herein. 120 7.7 Authority to Sign. 121 Contractor shall attach evidence of authority to sign Agreement, if other than duly J 122 authorized signatory of the Contractor. J 123 124 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 125 counterparts. 126 127 This Agreement is effective as of the last date signed by the Parties("Effective Date"). I 128 Contractor:The Anchor Group,Inc. City of Fort Worth BY� �ti�;I�Cepa Fernando Costa By. Assistant City Manager (Signature) Date S / Attest: (Printed Name) Mary J. KFayser, ecre y®F F�R� (Seal) Title: Address: Q1bS 4tt i kkAf I nn M&CCS Date: ' City/State/Zip: na��aS. ' "I�L2o Approved as to Form and Legality: 0,:;:j5 �;J4-7 Date hn B. Strong Assistant City Attorney 129 130 131 APPROVAL RECOMMENDED: 132 133 134 135 t 1 1'e stead I 136 AVIATION DIRECTOR 137 70IFFICI RECORD CRETARY p# rX CITY OF FORT WORTH Meacham Frontage Fencing Inrprovenrents—Phase H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cite Project No.02187 Revised August 17,2012 0061 13-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 Bond#S418535 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 That we,The Anchor Group, Inc.,known as "Principal"herein and Employers 9 Mutual Casualty Company & Union Insurance Company of Providence , a corporate 10 surety(sureties,if more than one)duly authorized to do business in the State of Texas, known as 11 "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as"City"herein, in the penal 13 sum of,One Million Four Hundred Twenty Thousand Seven Hundred Nine and 38/100 Dollars 14 ($1,420,709.38), lawful money of the United States,to be paid in Fort Worth, Tarrant County, 15 Texas for the payment of which sum well and truly to be made,we bind ourselves, our heirs, 16 executors, administrators, successors and assigns,jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the ''� day of wt , 2017,which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Meacham Frontage Fencing Improvements 22 —Phase II, City Project#02187. 23 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City,then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 31 Worth Division. CITY OF FORT WORTH Meacham Frontage Fencing Improvements—Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project#.• 02187 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the k�- day of M� 6 2017. 7 PRINCIPAL: 8 The Anchor Group,Inc. 9 10 11 BY: 12 Signature 13 ATTEST: 14 15 Z 16 (Principal)Secretary Name and Title 17 18 Address: 9765 Harry Hines Blvd. 19 Dallas,TX 75220 20 21i1/Y`Q� 22 Witness as to Principal 23 SURETY: 24 Employers Mutual Casualty Company& 25 Union I su ance Company of Pro i nce 26 ` 27 BY: ,U 4 28 Signature 29 30 Dawn M Davis,Attorney-in-Fact 31 Name and Title 32 33 Address: 777 E.Campbell Rd.,#650 34 Richardson,TX 75081 35 36 37 Witness as to Surety Telephone Number: (800)725-0802 38 39 40 41 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 END OF SECTION CITY OF FORT WORTH Meacham Frontage Fencing Improvements—Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project#: 02187 Revised July 1,2011 0061 14-1 PAYMENTBOND Page 1 of 2 1 SECTION 00 61 14 2 PAYMENT BOND 3 Bond#S418535 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 That we,The Anchor Group, Inc., known as "Principal"herein, and Employers 9 Mutual Casualty Company&Union Insurance Company of Providence , a corporate surety 10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 13 penal sum of One Million Four Hundred Twenty Thousand Seven Hundred Nine and 38/100 14 Dollars ($1,420,709.38), lawful money of the United States, to be paid in Fort Worth, Tarrant 15 County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our 16 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents: 18 WHEREAS,Principal has entered into a certain written Contract with City,awarded the_ 19 t day of M!Z( 2017, which Contract is hereby referred to and made a part 20 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and 21 other accessories as defined by law, in the prosecution of the Work as provided for in said 22 Contract and designated as Meacham Frontage Fencing Improvements — Phase II, City Project# 23 02187. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 CITY OF FORT WORTH A4eacham Frontage Fencing Improvements—Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02187 Revised July I,2011 i 0061 14-2 PAYMENT BOND Page 2 of 2 I IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 14 day ofMhr 3 ,2017. 4 PRINCIPAL: 5 The Anchor Group,Inc. 6 7 8 BY: — 9 Signature 10 ATTEST: 11 n 12 1'l1��.1C �t •P 13 (Principal)Secretary Name and Title 14 15 Address: 9765 Harry Hines Blvd. 16 Dallas,TX 75220 17 18 19 Witness as to Principal 20 SURETY: 21 Employers Mutual Casualty Company& 22 Union ns rance Company of Pro i ence 23 p 24 BY: Iwo 25 Signature 26 27 Dawn M Davis,Attorney-in-Fact 28 Name and Title 29 30 Address: 777 E.Campbell Rd.,#650 31 Richardson,TX 75081 32 33 34 Witness as to Surety Sharon Cla Telephone Number: (800)725-0802 35 36 37 Note: If signed by an officer of the Surety Company,there must be on file a certified extract from the 38 by-laws showing that this person has authority to sign such obligation. If surety's physical 39 address is different from its mailing address,both must be provided. The date of the bond shall 40 not be prior to the date the Contract is awarded. 41 END OF SECTION CITY OF FORT WORTH Meacham Frontage Fencing Improvements—Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02187 Revised July 1,2011 I 0061 19-1 MAINTENANCE BOND Pagel of 3 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 Bond#S418535 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 That we, The Anchor Group, Inc., known as"Principal"herein and Employers 9 Mutual Casualty Company&Union Insurance Company of Providence,a corporate surety 10 (sureties, if more than one)duly authorized to do business in the State of Texas, known as 1 I "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City"herein, 13 in the sum of One Million Four Hundred Twenty Thousand Seven Hundred Nine and 38/100 14 Dollars ($1,420,709.38), lawful money of the United States,to be paid in Fort Worth, Tarrant 15 County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly 17 and severally, firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the—6 day of►� ,2017,which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 22 materials,equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order(collectively herein, 24 the"Work")as provided for in said contract and designated as Meacham Frontage Fencing 25 Improvements, -Phase II, City Project#02187; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefore at any time within the Maintenance 34 Period. 35 CITY OF FORT WORTH Meacham Frontage Fencing Improvements—Phase H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#02187 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City,to a completion 3 satisfactory to the City,then this obligation shall become null and void;otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and 18 SEALED this instrument by duly authorized agents and officers on this the 1 t� day of 19 bltJ , 2017. 20 21 PRINCIPAL: 22 The Anchor Group,Inc. 23 24 25 BY: 26 Signature 27 ATT ST: 28 29 30 (Principal)Secretary Name and Title 31 32 Address: 9765 Harry Hines Blvd. 33 Dallas,TX 75220 34 35 _ 36 Witness as to Principal 37 38 39 CITY OF FORT WORTH Meacham Frontage Fewitig Improvemeus—Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 402187 Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 2 SURETY: 3 Employers Mutual Casualty Company& 4 Union In r nce Company of Provi n e 5 6 BY• (� 7 Signature 8 9 Dawn M Davis,Attorney-in-Fact 10 ATT S Name and Title 11 12 Address: 777 E.Campbell Rd.#650 _ 13 (S relySecretary Kae Perdue Richardson,TX 75081 14 15 16 Witness as to Surety Sharon Cl Telephone Number: (800)725-0802 17 18 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 19 from the by-laws showing that this person has authority to sign such obligation. If 20 Surety's physical address is different from its mailing address, both must be provided. 21 The date of the bond shall not be prior to the date the Contract is awarded. 22 I I� I CITY OF FORT WORTH Meacham Frontage Fencing Improvements—Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project#02187 Revised July I,2011 /EMC INSURANCE IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or to make a complaint: Para obtener informaci6n o para presentar una queja: You may call EMC Insurance Companies' toll free Usted puede Ilamar al numero de telefono gratuito de telephone number for information or to make a EMC Insurance Companies' para obtener informacion o complaint at: para presentar una queja al: 1-800-223-0562 1-800-223-0562 You may also write to EMC Insurance Companies at: Usted tambien puede escribir a EMC Insurance P.O. Box 1739 Companies: Wichita, KS 67201-1739 P.O. Box 1739 Wichita, KS 67201-1739 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, or Usted puede comunicarse con el Departamento de complaints at: Seguros de Texas para obtener informacion sobre compahias, coberturas, derechos, o quejas al: 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Insurance: Usted puede escribir al Departamento de Seguros de P.O. Box 149104 Texas a: Austin, Texas 78714-9104 FAX: (512)490-1007 P.O. Box 149104 Web: www,tdi.texas.gov Austin, Texas 78714-9104 E-Mail: ConsumerProtection@tdi.texas.gov FAX: (512)490-1007 Sitio web: www.tdi.texas.gov PREMIUM OR CLAIM DISPUTES: E-Mail: ConsumerProtection@tdi.texas.gov Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the DISPUTAS POR PRIMAS DE SEGUROS O dispute is not resolved, you may contact the Texas RECLAMACIONES: Department of Insurance. Si tiene una disputa relacionada con su prima de ATTACH THIS NOTICE TO YOUR POLICY: sequro o con una reclamaci6n, debe communicarse This notice is for information only and does not become con el agente primero. Si la disputa no es resuelta, a part or condition of the attached document. usted puede communicarse con el Departemento de Seguros de Texas. ADJUNTE ESTE AVISO A SU P6LIZA: Este aviso es solamente para prop6sitos informativos y no se convierte en parte o en condici6n del documento adjunto. IL8044(6-15) Page 1 of 1 ( I fl.131 1 d • i. /EMC No. 682410 INSURANCE P.O.Box 712•Des Moines,IA 50306-0712 a CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS,that: 1. Employers Mutual Casualty Company,an Iowa Corporation 5. Dakota Fire Insurance Company,a North Dakota Corporation 2. EMCASCO Insurance Company,an Iowa Corporation 6. EMC Property&Casualty Company,an Iowa Corporation 3. Union Insurance Company of Providence,an Iowa Corporation 7. Hamilton Mutual Insurance Company,an Iowa Corporation { 4. Illinois EMCASCO Insurance Company,an Iowa Corporation hereinafter referred to severally as"Company"and collectively as"Companies",each does,by these presents,make,constitute and appoint: TOM P.ELLIS,III,KAE PERDUE,JOHN D.FULKERSON,DONNIE DOAN,KRISTI MEEK,DAWN M.DAVIS,WALTER J DELAROSA,SHARON CLARY, EDWARD RYAN BOWLES t I its true and lawful attorney-in-fact,with full power and authority conferred to sign,seal,and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1,2017 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED:The President and Chief Executive Officer,any Vice President,the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1)appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof;and(2)to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her.Attomeys-in-fact shall have power and authority,subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof,and any such instrument executed by any such attomey-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company.The facsimile or mechanically reproduced signature of such officer,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power-of-attomey of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF,the Companies have caused these presents to be signed for each by their officers as shown,and the Corporate seals to be hereto affixed this 5th day of JANUARY 2017 Seals Bruce G.Kelley, hairman Michael Freel ' oRPo of Companies 2,3,4,5&6;President Assistant Vice President z SEAL Z 1863 o; = 1953 -- of Company 1;Vice Chairman and s, iowA CEO of Company 7 *,IOWA`* On this 5th day of JANUARY AD 2017 before me a .`\NguRglNq, SURq,yO,,, ;.��,uT�A� '' Notary Public in and for the State of Iowa,personally appeared Bruce G.Kelley and Michael Freel, i�Q� who,being by me duly swom,did say that they are,and are known to me to be the Chainn an, w= Z= President,Vice Chairman and CEO,and/orAssistant Vice President,respectively,of each of The SEAL <_ SEAL SEAL _ ;o . Companies above;that the seals affixed to this instrument are the seals of said corporations; ' 'ti P•: : oF'. P;: that said instrument was signed and sealed on behalf of each of the Companies by authority '-* lover °gn'oAK°`, ,SMo',NES: of their respective Boards of Directors;and that the said Bruce G.Kelley and Michael Free],as M\3TUgt such officers,acknowledged the execution of said instrument to be the voluntary act and deed o� UTUtis of each of the Companies. ql �� My Commission Expires October 10,2019. ► � �, KATY LOVERIDGE • m Commission Number 780769 OctoberMy 10n2019 Nota P lic in and for the State of I a /IVES,\OVJ , Notary CERTIFICATE I,James D.Clough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JANUARY 5,2017 on behalf of: TOM P.ELLIS,III,KAE PERDUE,JOHN D.FULKERSON,DONNIE DOAN,KRISTI MEEK,DAWN M.DAVIS,WALTER J DELAROSA,SHARON CLARY,EDWARD RYAN BOWLES s are true and correct and are still in full force and effect. 4 In Testimony Whereof I have subscribed my name and affixed the facsimile seal of p each Company this day of r!� l�` Z�Z Vice President 7832(1-14) "For verification of the authenticity of the Power of Attorney you may call(515)345-2689." 9 00 61 25-I CERTIFICATE OF INSURANCE Pave I of l 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 7 8 9 10 11 12 13 14 3 15 16 17 18 19 20 21 22 END OF SECTION l 3 t i i t 1 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 ,ac Rv® CERTIFICATE OF LIABILITY INSURANCE DATE(MM,°D/YYYY) 3/24/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ONT PRODUCER NAMEACT Peggy Mauldin MHBT Inc. PHONE 972 770-1642 (ALCFAX 972 376-8142 8144 Walnut Hill Lane, 16th Floor E-MAIL Dallas TX 75231 .Peggy_Mauldin@mhbt.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Amerisure Mutual Insurance Company 23396 INSURED ANCHOGRO INSURERB:Amerisure Insurance Company 19488 The Anchor Group, Inc. INSURER C: 9765 Harry Hines Blvd Dallas TX 75220 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1793040511 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 7ypE OF INSURANCE ADD BR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER MM/DD/YYYY MM/DD/YYYY B X COMMERCIAL GENERAL LIABILITY CPP20906370301 12/31/2016 12/31/2017 EACH OCCURRENCE $1,000,000 DAMAGE ToRENTED CLAIMS-MADE X❑OCCUR PREM SES(E.occurrence) $100,000 X $1.000 Ded MED EXP(Any one person) $5,000 X Contr'ILiab PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY 1 JEPRO —1 LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY CA20906360302 12/31/2016 12/31/2017 COMBINED SINGLE LIMIIT $ Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ AUTOS JEU AUTODULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident A X UMBRELLA LIAB X OCCUR CU20906390302 12/31/2016 12/31/2017 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED I X I RETENTION$0 $ A WORKERS COMPENSATION WC209064003 12/31/2016 12/31(2017 X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER YIN ANY PROPRIETOR/PARTNER/EXECUTIVE [—NJ N/A E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? a (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEd$1,000,000 i If yes,describe under t DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Contractor's Equipment IM20906380302 12/31/2016 12/31/2017 $75,000 Any One Item Leased and Rented $75,000 Any One Loss $2,500 Deductible E DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Inland Marine Policy#IM20906380302 Includes coverage for Contractors Owned Scheduled Equipment with a$2,500 Deductible per occurrence Includes Installation Floater Coverage with Limit of$750,000 Any One Jobsite and$2,500 Deductible Additional Insured Form#CG7085 Edition 10/15 Applies to the General Liability Policy Additional Insured Form#CA7118 Edition 11/09 Applies to the Business Auto Policy See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Meacham Airport THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Aviation Department ACCORDANCE WITH THE POLICY PROVISIONS. 201 American Concourse,Suite 330 Fort Worth TX 76106 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I E AGENCY CUSTOMER ID: ANCHOGRO _ LOC#: ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED MHBT Inc. The Anchor Group, Inc. i 9765 Harry Hines Blvd POLICY NUMBER Dallas TX 75220 CARRIER NAIC CODE I EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Additional Insured Form#CU7469 Edition 08/10 Applies to the Umbrella Liability Policy Waiver of Subrogation Form#CG7063 Edition 07/12 Applies to the General Liability Policy Waiver of Subrogation Form#WC420304A Edition 01/00 Applies to the Workers Compensation Policy Waiver of Subrogation Form#CA7118 Edition 11/09 Applies to the Auto Liability Policy Waiver of Subrogation Form CU2282 Edition 06/04 Applies to the Umbrella Liability Policy Primary& Non-Contributory General Liability Form CG7085 Edition 10/15 Primary Auto Liability Form CA7165 Edition 10/07 Primary&Non-Contributory Umbrella Liability Form#CU7469 Edition 08/10 The General Liability and Auto Liability policies include a blanket additional insured endorsement to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability,Auto Liability, and Workers Compensation policies include a blanket waiver of subrogation endorsement that may apply only when there is a written contract between the named insured and the certificate holder that requires such wording. The General Liability policy contains an endorsement with Primary and Non-Contributory wording to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. Notice of Cancellation form#11_7066 edition 07/14 applies to the General Liability policy. Notice of Cancellation form#11_7066 edition 07/14 applies to the Automobile Liability policy. Notice of Cancellation form#11_7045 edition 05/07 applies to the Workers Compensation policy. Notice of Cancellation form#11_7045 edition 05/07 applies to the Umbrella Liability policy. The General Liability,Automobile Liability,Worker's Compensation and Umbrella Liability policies include a blanket notice of cancellation endorsement to the certificate holder, providing for(30)days'advance written notice if the policy is canceled by the company, or 10 days' written notice before the policy is canceled for nonpayment of premium. Notice is sent to certificate holders with mailing addresses on file with the agent or the company. The endorsement does not provide for notice of cancellation to the certificate holder if the named insured requests cancellation. Certificate Holder Includes: Meacham Airport, City of Fort Worth, Garver, LLC and their respective officers, directors, agents and employees RE: Meacham Frontage Fencing Improvements I i i I ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. g The ACORD name and logo are registered marks of ACORD i STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetwuary 2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms............................................................................................................................... 1 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3—Contract Documents: Intent, Amending, Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents................................................................. 10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ 1 1 Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points........................................................................................................... 11 4.01 Availability of Lands .................................................................................................................. 11 4.02 Subsurface and Physical Conditions .......................................................................................... 12 4.03 Differing Subsurface or Physical Conditions............................................................................. 12 4.04 Underground Facilities ............................................................................................................... 13 4.05 Reference Points ......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5—Bonds and Insurance ..................................................................................................................... 16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds....................................................................... 16 5.03 Certificates of Insurance............................................................................................................. 16 5.04 Contractor's Insurance................................................................................................................ 18 5.05 Acceptance of Bonds and Insurance; Option to Replace........................................................... 19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence............................................................................................... 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuary 2,2016 � � 602 ix�nc Hours . .. --.. -------2O | ' ----' ^`^^~'= ------------------------- � - � 6.03 Services, Materials, and Equipment----------------------------.--20 6.04 Project Schedule..........................................................................................................................2| � 0.05 Substitutes und `.... ...................................... ................. -------------.2| 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 � 6.08 Patent Fees and -----------------------------------..26 � ~ 6.09 Permits and Utilities....................................................................................................................Z7 6.10 Laws and Regulations.................................................................................................................27 | 6.11 Tuzca 28 { . ----------------------------------------------. 6]2 Use o[Site and Other Areas .......................................................................................................20 6.13 Record Documents......................................................................................................................29 | 6]4 Safety and Protection.......................................................................................................... .......29 � 6]5 Rn&tn Representative--------.-----------------------------.30 6.16 Hazard Communication Programs ----------------------.--------..30 | 6]7 Emergenciesand/or Rectification...............................................................................................30 ' 6]8 Submittals....................................................................................................................................3| 6.19 Continuing the Work...................................................................................................................33 � 6.20 Contractor's General and Guarantee..........................................................................22 � 6.21 Indemnification----------------------------------------.33 6.22 Delegation ofProfessional Design Services ..............................................................................34 � 623 Right to| � '-�'- ' 6.24 Nondiscrimination---------------------------------------..35 | Article 7-Other Work o1the Site................................................................................................................... 5 \ 7.01 Related Work m1Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 � Article Q-City's Responsibilities...................................................................................................................38 8.01 Communications toContractor...................................................................................................36 8.02 Furnish Data................................................................................................................................30 1 8.03 Pay When Due ............................................................................................................................36 0.04 Lands and Easements;Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................3h � 8.06 Inspections, Tests, and Approvals.--.-----------------...---------..36 8.07 Limitations onCity's Responsibilities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 ( 8.09 Compliance with Safety Program-~-----------------------------..3? Article 9-City's Observation Status During Construction...........................................................................S7 � 9.01 City's Project Manager ..'.----------------------------------.]7 9.02 Visits ioSite................................................................................................................................37 9.83 /\uibodzcd\/mjudonsin \�ud�-------.------------------------..]8 \ 9.04 Rejecting, Defective Work......... ................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions ouRequirements ufContract Documents and Acceptabilityo[Work.....................38 � CITY oxFORT WORTH ` STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work ...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13-Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title ...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_Febwumy 2,2016 - � Aoho|c |7— ------------------------------------------62 ^ —___—__-_ 17.01 Giving Notice..............................................................................................................................62 17.02 Computation ofTimes................................................................................................................62 � |?.03Cumulative Remedies.................................................................................................................62 |7.04Survival n[Obligations...............................................................................................................h3 17.05 Headings---------------------------------.-----------.63 CITY mFORT WORTH ` STANDARD CONSTRUCTION upscaICAnomDOCUMENTS 00 72 00-1 GENERAL CONDITIONS Page [of 63 ARTICLE 1 –DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Pqjanent--The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bial—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Docannents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Bzizzsary–City's on-line, electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuaiy2,2016 007200-1 GENERAL CONDITIONS Pale 2 of 63 13. Change Order=A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. Cite— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perforin specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. Cio) Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. Cit)) Manager – The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements,whether written or oral. 20. Contract Docztments—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. i 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the i provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and(ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor=The individual or entity with whom City has entered into the Agreement. i 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeNuvy 2,2016 I f 00 72 00- GENERAL CONDITIONS Pale 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26.Dcry or day—A day, unless otherwise defined, shall mean a Calendar Day. 27.Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Partes and Community) Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of _Transportation Public Wor"ICs — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department— The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer=The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36.Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetutkuy2,2016 00 72 00-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents, 39. General Requirements—Sections of Division I of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous ITJaste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item–An Item of work included in the Contract Documents that has a total cost equal to or greater than 5%of the original Contract Price or$25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleun2—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxiuvy2,2016 00 72 00-t GENERAL CONDITIONS Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager=The authorized representative of the City who will be assigned to the Site. 54. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Horns – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples Physical examples of materials, equipment, or worlananship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor=An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeNuaty 2,2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. —All underground pipelines, conduits, ducts, cables, wires, 68. Underground Facilities manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. YVeekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and fiurnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms or Adjectives: : CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_FeNumy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 7 ot'63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (lidless there is a specific statement indicating otherwise). C. Defective.- 1. efective:1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory,faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known teclniical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Docin nents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Connnzennceinent of Conti-act Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS Revision:F&A-awy 2,2016 007200-1 GENERAL CONDITIONS Pale 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time continences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Conshzrctio» Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision.Fehuaiy 2,2016 I 00 72 00-I GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations L Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Pe�fornzcnce of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fel-Auary2,2016 00 72 00-f GENERAL CONDITIONS Pale 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier(whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplerrrenting Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions, or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuay 2,20 t 6 00 72 00-1 GENERAL CONDITIONS Page I 1 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe1Muwy 2,2016 00 72 00-I GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drarvings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized.- Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetxuaiy2,2016 i, 007200-1 GENERAL CONDITIONS Page 13 oI'63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if. 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such inforinatiou and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Inclicateck 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuaty2,2016 00 72 00-1 GENERAL CONDITIONS Pale 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. I Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Conditionat Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the hnical data" contained in such reports and drawings, but such reports and accuracy of the "tec drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, ernployees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehwuy 2,20 16 i t 007200-1 GENERAL CONDITIONS Page IS ot'63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn ) any irrdividzral or entiofrom and against the consequences of that individaral's or entio;'s of n negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetnuary2,2016 007200-1 GENERAL 07200- GENERAL CONDITIONS Page 16 ol'63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to bepurchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Peiformance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial vice, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed Management Ser by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetmuy2,2016 i E 00 72 00- GENERAL CONDITIONS Pale 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Ivey Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fet-Awry2,2016 00 72 00-t GENERAL CONDITIONS Page IS of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Einployers' Liabilio}. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Cornmer•cial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febdi uy2,2016 a a 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liabilio). A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective LiabilioJ. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insitrance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting Such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means,methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:ret-guary2,2016 00 72 00-t GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equiptnent A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor,transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_F Nuary 2,2016 i 00 72 00-t GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that narned and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Ferxuary2,2016 007200-1 GENERAL CONDITIONS Pale 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a filnctioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time, and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perforin adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_Felyuapy2,2016 00 72 00-I GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales,maintenance,repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion,, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor- shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemn ) crud hold ha7'177less City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out (?f'the use of'substituted materials or equipment. E. Cio)'s Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS Revision:Fetxuary2,2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. Cita) Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions:No additional time will be granted for substitutions. 6.06 Concei ping Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the ID value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minorite Business EnterTrIse Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities perfonning or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FehLoy 2„2016 007200-I GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duo) to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalo)for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker ispaid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Detel-inination o_f'Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuaiy2,2016 007200-1 GENERAL CONDITIONS Pale 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 1 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all patties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn ) and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetnix 2,2016 s s 007200-1 GENERAL CONDITIONS Pale 27 of 63 the incorporation in the FVork of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laivs and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Pelxuary2,2016 007200-1 GENERAL CONDITIONS Pane 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. 1 However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-for•ms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_Fet-xuary 2,2016 00 72 00-i GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against 00). B. Removal of Debris During Performance of the TVork: During the progress of the Work Contractor shall keep the Site and other areas free tion accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febauy 2,2016 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safeo� Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other i hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. i 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felivaiy2,2016 i i 00 72 00-1 GENERAL CONDITIONS Pale 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Subinittcils A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.0. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only Submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data Such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnxuy2,2016 00 72 00-1 GENERAL CONDITIONS Pale 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Conti-actor's General Warrant) and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, I Subcontractors, Suppliers, or any other individual or entity for whom Contractor is r responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febuary2,2016 00 72 00- GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perforin the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4, use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehuary 2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such set-vices are specifically requited by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that Such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Ferauxy 2,2016 007200-1 GENERAL CONDITIONS Page 35 ot'63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondisci-imination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title V1, Civil Rights Act of 1964 cis amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Woi*at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetauwy2,2016 007200-1 GENERAL CONDITIONS Page 36 ot'63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements,Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents, 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehikuy2,2016 00 72 00-I GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on Cio)'s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perforin the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazcnrdons Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance vhitb Safeo} Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 Cio)'s Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is Julie Hostak, or his/her successor pursuant to written notification from the Director of Aviation. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORT14 STANDARDCONSTRUC"CION SPECIFICATION DOCUMENTS Revision:Febu ry2,2016 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that confol Ins to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the rticle 13, whether or not the Work is fabricated, installed, or completed. Work as provided in A 9.05 Deterrrrinations for Work Per formed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability,of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06, ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeINmy2,2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the patties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety) If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_Fehuary2,2016 00 72 00-1 GENERAL CONDITIONS Page 40 ot'63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party malting the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Conti-actor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fela uy2,2016 007200-1 GENERAL CONDITIONS Pane 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor involve the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Clairn for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11—COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their tune spent on the Work. Payroll costs shall include; a. salaries with a 55%markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febaoy 2,2016 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, inchrding transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities,fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fet-Awry 2,2016 007200-i GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph I l.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. I Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01 I.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 1 LO I.A and 11.0 LB, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Spec fed Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuary2,2016 00 72 00-1 GENERAL CONDITIONS Page 44 ot'63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. thele is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetxu uy 2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25%from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field.measurements and calculations showing the final quantity for which payment will be trade. Payment for revised quantity will be trade at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMENTS Revision:Febt-my 2,2016 00 72 00-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee, or 2. if a fixed fee is not agreed upon,then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.01.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeNuary2,2016 x 00 72 00-t GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.0I.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any,which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:rehuary2,2016 007200-1 GENERAL CONDITIONS Pale 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehumy2,2016 00 72 00-t GENERAL CONDITIONS Pale 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering ff,ork A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing,replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felivary 2,2016 00 72 00-t GENERAL CONDITIONS Page 50 ot'63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work, or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fet-Auay 2,2016 00 72 00-( GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perforin the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. hl coruiection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeNu uy 2,20 r 6 007200-1 GENERAL CONDITIONS Pale 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sun contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Prog7-ess Payments A. Applicationsfoi-Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WOR:17H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetauary2,2016 00 72 00-t GENERAL CONDITIONS Page 53 of 63 B. Revieuv of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules,that to the best of City's knowledge: a. the Work has progressed to the point indicated; ZD b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or a. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any Such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders, d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fet-nary2,2016 00 72 00-1 GENERAL CONDITIONS Pale 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage.- 1. etainage:1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except wllere Contractor has delivered a specific bond satisfactory to City to Secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Conti-actor's Warrano) of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. I I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuary 2,2016 007200-1 GENERAL CONDITIONS Page 55 ot'63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Wort', to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehuary2,2016 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment.- 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment, c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Dire: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages,will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeN wry 2,2016 I 007200-1 GENERAL CONDITIONS Pale 57 of 63 portion of the Work frilly completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_Febn ry 2,2016 00 72 00-I GENERAL CONDITIONS Page 58 of 63 15.02 00;May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance 420020-12-201lestablished under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, atter receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to i perform the Work. 2., If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febimy2,2016 I 00 72 00-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this zn Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fetxaiy 2,2016 007200-1 GENERAL CONDITIONS Pale 60 of 63 15.03 00May Terminate Fol-Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States l Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, 1 the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeNum 2,2016 I 00 72 00-1 GENERAL CONDITIONS Page 61 ot'63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fait-and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work,plus fair and reasonable suras for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work,the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods rind Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy 2,2016 007200-1 GENERAL CONDITIONS Pale 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of 3 competent jurisdiction. 1 ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if- 1. £1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to 3 exclude the first and include the last day of such period. If the last day of any such period falls on a z Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Citinulative Remedies 3 The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehuary2,2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Sztr-hival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeN aiy2,2016 00 73 00-1 SUPPLEMENTARY CONDITIONS Page I of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to them in the General Conditions,unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 SC-3.03B.2, "Resolving Discrepancies" 25 26 Plans govern over Specifications. 27 28 SG-4.01A 29 30 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 31 Upon receiving the final easements descriptions,Contractor shalt compare them to the lines shown on the 32 Contract Drawings. 33 34 SC-4.01A.I.,"Availability of Lands" 35 NOTAPPLICABLE 36 The follewing is ig 38 39 Outstanding Right Of Way,7 a,,.7 or Ti.,se,.lenAts to Be equi,-ed PAS F1 n3a�R TAo(`_1~TnA-rte i NUMBER QF p0ssgssi Pdel�e l IAPP, I AAP- 40 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 41 and do not bind the City. i 42 43 If Contractor considers the final easements provided to differ materially from the representations on the t 44 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work 45 notify City in writing associated with the differing easement line locations. 46 47 SC-4.01A.2,"Availability of Lands" CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised January 22,2016 i E 00 73 00-21 SUPPLEMENTARY CONDITIONS Page 2 of 6 l 2 Utilities or obstructions to be removed,adjusted,and/or relocated 3 NOT APPLICABLE ' 4 The fell.,..7.g is list of utilitiesand/at-abst..uetions that have., a .,+Loo., ,.o,�,.yed adjusted,and/.oi-i-Ctbt;cttoc't b 5 as of i a,r,..,ih n,,,, Yea.-,r,: r ,,.,,,. .,,, pitepeli„,n 6 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None None None ............. .................... .....---------------------------------...------........----------------------------...----------------------------... 7 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 8 and do not bind the City. 9 10 SC-4.02A.,"Subsurface and Physical Conditions" 11 12 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 13 14 A Subsurface Utility Engineering Investigation Report No. 14-112-03 dated 4-15-2015,prepared Lina T. 15 Rainey&associates, Inc, a sub-consultant ofArredondo Zepeda&Brzmz,LLC, a sitb-considtant of Garver 16 a consultant of the Gi�,Airport,providing additional information on the location and depth of existing 17 utilities is available upon request. 18 19 The following are relatiti:g to existing 20 .bwhieli b 21 22 SC-4.06A.,"Hazardous Environmental Conditions at Site" 23 24 The following are reports and drawings of existing hazardous environmental conditions known to the City: 25 None 26 27 SC-5.03A.,"Certificates of Insurance" 28 29 The entities listed below are"additional insureds as their interest may appear" including their respective 30 officers,directors,agents and employees. 31 32 (1) City 33 (2) Consultant: Garver,LLC 34 (3) Other: None 35 36 SC-5.04A.,"Contractor's Insurance" 37 38 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 39 coverages for not less than the following amounts or greater where required by laws and regulations: 40 41 5.04A.Workers'Compensation,under Paragraph GC-5.04A, 42 43 Statutory limits 44 Emploher's liability 45 $100,000 each accident/occurrence 46 $100,000 Disease-each emplohee 47 $500,000 Disease-police limit 48 49 SC-5.04B.,"Contractor's Insurance" CITY OF FORT WORTH Meachmi Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 2 5.04B.Commercial General Liability,under Paragraph GC-5.04B. Contractor's Liability Insurance 3 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 4 minimum limits of: 5 6 $1,000,000 each occurrence 7 $2,000,000 aggregate limit 8 9 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)malting the 10 General Aggregate Limits apply separately to each job site. II 12 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 13 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 14 15 SC 5.04C.,"Contractor's Insurance" 16 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 17 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 18 19 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 20 defined as autos owned,hired and non-owned. 21 22 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 23 least: 24 25 $250,000 Bodily brjury per person/ 26 $500,000 Bodily Injrny per accident/ 27 $100,000 Property Damage 28 29 SC-5.04D.,"Contractor's Insurance" 30 3] -aetei-s,equipment,and 32 . It is not 33 anticipated,for the contractor to cross railroad property or•tracks. 34 1 35 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 36 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 37 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 38 Entry Agreement"with the particular railroad company or companies involved,and to this end the 39 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 40 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 41 to the Contractor's use of private and/or construction access roads crossing said railroad company's 42 properties. 43 44 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 45 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 46 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 47 occupy,or touch railroad property: 48 49 (1) General Aggregate: 50 51 (2) Each Occurrence: 52 53 Required for this Contract X Not required for this Contract 54 55 With respect to the above outlined insurance requirements,the following shall govern: CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 2 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 3 the name of the railroad company. However, if more than one grade separation or at-grade 4 crossing is affected by the Project at entirely separate locations on the line or lines of the same 5 railroad company,separate coverage may be required,each in the amount stated above. 6 7 2. Where more than one railroad company is operating on the same right-of-way or where several 8 railroad companies are involved and operated on their own separate rights-of-way,the Contractor 9 may be required to provide separate insurance policies in the name of each railroad company. 10 11 3. If, in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 12 railroad company's right-of-way at a location entirely separate from the grade separation or at- 13 grade crossing,insurance coverage for this work must be included in the policy covering the grade 14 separation. 15 16 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 17 way, all such other work may be covered in a single policy for that railroad, even though the work 18 may be at two or more separate locations. 19 20 No work or activities on a railroad company's property to be performed by the Contractor shall be 21 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 22 for each railroad company named,as required above. All such insurance must be approved by the City and 23 each affected Railroad Company prior to tine Contractor's beginning work. 24 25 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 26 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 27 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 28 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 29 railroad company operating over tracks involved in the Project. 30 31 SC-6.04.,"Project Schedule" 32 33 Project schedule shall be tier 2 for the project. 34 35 SC-6.07.,"Wage Rates" 36 37 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 38 Appendixes: 39 40 Buzzsai-v location, Resorn•ces/02-Corrstrrtctiorr Docrnnents/Specifrcatiats/Div 00-General Conditions/CFW 41 Wage Rate Table 20080708.pdf 42 43 SC-6.09.,"Permits and Utilities" 44 45 SC-6.09A.,"Contractor obtained permits and licenses" 46 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 47 48 1. TCEQ Construction Discharge Permit 49 2. TxDOT ROW permit(as required) 50 3. Street Use Permit(as required.See 0155 26) 51 4. Fencing Construction Permit(Contact the City of Fort Worth Permitting Department) 52 53 SC-6.0913."City obtained permits and licenses" 54 The following are known permits and/or licenses required by the Contract to be acquired by the City: 55 I. None CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Project No.02187 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 2 3 SC-6.09C."Outstanding permits and licenses" 4 5 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of September 6 19, 2016: 7 8 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None None None 9 10 SC-7.02.,"Coordination" 11 12 The individuals or entities listed below have contracts with the City for the performance of other work at 13 the Site: 14 Vendor Scope of Work Coordination Authority None None None 15 16 17 SC-8.01,"Communications to Contractor" 18 19 Contractor to RPR to EOR to Meacham 20 21 SC-9.01.,"City's Project Manager" 22 23 The following firm is a consultant to the City responsible for construction management for this Project: 24 Brandon Beville,PE 25 Garver 26 817-392-5400 27 BCBeville@a GarverUSA.conl 28 29 SC-13.03C.,"Tests and Inspections" 30 31 QC Lab 32 33 SC-16.01C.1,"Methods and Procedures" 34 35 None 36 37 38 END OF SECTION i i I Revision Log CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised January 22,2016 s 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative"wording changed to City's Project Manager. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised January 22,2016 01 11 00- 1 SUMMARY OF WORK Page 1 o1`3 1 SECTION 01 1100 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor,materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 1 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No,02187 Revised December 20,2012 011100-2 SUMMARY OF WORK Page 2 of 3 t b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and'until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the t6 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines,to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work,material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 11 00-3 SUMMARY OF WORK Page 3 of 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 t i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 `t t i 01 25 00- 1 SUBSTITUTION PROCEDURES Page I of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not"or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0—Biddinc,Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products hearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor, 40 or, CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 012500-2 SUBSTITUTION PROCEDURES Pave 2 of4 I b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with I 1 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects lunowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 01 25 00-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 i 01 25 00-4 SUBSTITUTION PROCEDURES Page 4 of 4 I EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED 9 ITEM 10 11 12 Proposed Substitution: 13 Reason for Substitution: 14 Include complete information on changes to Drawings and/or Specifications which proposed 15 substitution will require for its proper installation. 16 17 Fill in Blanks Below: 18 A. Will the undersigned contractor pay for changes to the building design, including engineering 19 and detailing costs caused by the requested substitution? 20 21 22 B. What effect does substitution have on other trades? 23 24 25 C. Differences between proposed substitution and specified item? 26 27 28 D. Differences in product cost or product delivery time? 29 30 31 E. Manufacturer's guarantees of the proposed and specified items are: 32 33 Equal Better(explain on attachment) 34 The undersigned states that the function, appearance and quality are equivalent or superior to the 35 specified item. 36 Submitted By: For Use by City 37 38 Signature Recommended Recommended 39 as noted 40 41 Firm Not recommended _Received late 42 Address By 43 Date 44 Date Remarks 45 Telephone 46 47 For Use by City: 48 49 Approved Rejected 50 City Date CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 01 31 19- 1 PRECONSTRUCTION MEETING Pave 1 of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I i 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 1 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. i 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 1 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised August 17,2012 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at PreconStrUCtion Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5, Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project I l c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 in. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 cc. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised August 17,2012 O1 3] 19-3 PRECONSTRUCTiON MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised August 17,2012 01 32 16- 1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 I SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Conti-act Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 -No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2-No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3- Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4- Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5- Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with tong 35 durations,high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule- Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Project No.02187 Revised July 1,2011 1 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Pave 2 of 5 1 4. Schedule Narrative- Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week,the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in 43 manpower(trades), equipment and work schedule (overtime,weekend and holiday 44 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 01 32 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence,make findings of fact and will advise the Contractor, in 10 writing thereof. 1 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. l i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 I 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 I c. Acluiowledge and agree that actual delays, affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in Corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a, In such cases,the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera(P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised lydy 1,2011 01 32 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction, 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUNIMARY OF CHANGE 18 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 s 01 32 33- I PRECONSTRUCrION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/aligm-nent, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 1 01 3233-2 PRECONSTRUCTION VIDEO Page 2 of 2 t PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase If STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 01 33 00-1 SUBMITTALS Pave I of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 013300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in Such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 0 1-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing(i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission) of that particular shop t9 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, 1 hereby represent that I have determined and verified 33 field measurements,field construction criteria,materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 %inches x 1 I inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 I. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase It STANDARD CONSTRUCFION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 1 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-pails listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: I 1 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 1, Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials,fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload Submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) if Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase It STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 3300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. PI•oduct Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades,for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe mariner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; l 1 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for hiformation(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFP'followed by series number, "-xxx", beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] F CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase It STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 1 1 01 3300-8 SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.IC8.Working Days modified to Calendar-Days 5 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 35 13- 1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 3. Section 33 12 25—Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance i 38 5) Insurance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 41 property of the Railroad from damage arising out of and/or from the 42 construction of the Project. _ CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 i q� 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 23 Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Department of Transportation 26 1. When work in the right-of-way which is under the jurisdiction of the Texas 27 Department of Transportation(TxDOT): 28 a. Notify the Texas Department of Transportation prior to commencing any work 29 therein in accordance with the provisions of the permit 30 b. All work performed in the TxDOT right-of-way shall be performed in 31 compliance with and subject to approval from the Texas Department of 32 Transportation 33 B. Work near High Voltage Lines 34 1. Regulatory Requirements 35 a. All Work near High Voltage Lines (snore than 600 volts measured between 36 conductors or between a conductor and the ground) shall be in accordance with 37 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 38 2. Warning sign 39 a. Provide sib 3 of sufficient size meeting all OSHA requirements. 40 3. Equipment operating within 10 feet of high voltage lines will require the following 41 safety features 42 a. Insulating cage-type of guard about the boom or arm 43 b. Insulator links on the lift hook connections for back hoes or dippers 44 c. Equipment must meet the safety requirements as set forth by OSHA and the 45 safety requirements of the owner of the high voltage lines CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 4. Work within 6 feet of high voltage electric lines 2 a. Notification shall be given to: 3 1) The power company(example: ONCOR) 4 a) Maintain an accurate log of all such calls to power company and record 5 action taken in each case. 6 b. Coordination with power company 7 1) After notification coordinate with the power company to: 8 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 9 lower the lines 10 c. No personnel may work within 6 feet of a high voltage line before the above 11 requirements have been met. 12 C. Confined Space Entry Program 13 1. Provide and follow approved Confined Space Entry Program in accordance with 14 OSHA requirements. 15 2. Confined Spaces include: 16 a. Manholes 17 b. All other confined spaces in accordance with OSHA's Permit Required for 18 Confined Spaces t9 D. Air Pollution Watch Days 20 1. General 21 a. Observe the following guidelines relating to working on City construction sites 22 on days designated as "AIR POLLUTION WATCH DAYS". 23 b. Typical Ozone Season 24 1) May 1 through October 31. 25 c. Critical Emission Time 26 1) 6:00 a.m. to 10:00 a.m. 27 2. Watch Days 28 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 29 with the National Weather Service, will issue the Air Pollution Watch by 3:00 30 p.m. on the afternoon prior to the WATCH day. 31 b. Requirements 32 1) Begin work after 10:00 a.m. whenever construction phasing requires the 33 use of motorized equipment for periods in excess of I hour. 34 2) However,the Contractor may begin work prior to 10:00 a.m. if: 35 a) Use of motorized equipment is less than 1 hour, or 36 b) If equipment is new and certified by EPA as "Low Emitting", or 37 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 38 alternative fuels such as CNG. 39 E. TCEQ Air Permit 40 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 41 F. Use of Explosives, Drop Weight, Etc. t 42 1. When Contract Documents permit on the project the following will apply: 43 a. Public Notification 44 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 45 prior to commencing. 46 2) Minimum 24 hour public notification in accordance with Section 01 31 13 i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02137 Revised December 20,2012 i 1 01 35 13-4 SPECIAL PROJECT PROCEDURES Pave 4 of 8 1 G. Water Department Coordination 2 1. During the construction of this project, it will be necessary to deactivate, for a 3 period of time, existing lines. The Contractor shall be required to coordinate with 4 the Water Department to determine the best times for deactivating and activating 5 those lines. 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City water line system with the City's representative. 8 a. Coordination shall be in accordance with Section 33 12 25. 9 b. If needed, obtain a hydrant water meter from the Water Department for use 10 during the life of named project. 11 c. In the event that a water valve on an existing live system be turned off and on 12 to accommodate the construction of the project is required, coordinate this 13 activity through the appropriate City representative. 14 1) Do not operate water line valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of Texas Penal 16 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 17 wilt be prosecuted to the frill extent of the law. 18 b) In addition, the Contractor will assume all liabilities and 19 responsibilities as a result of these actions. 20 H. Public Notification Prior to Beginning Construction 21 1. Prior to beginning construction on any block in the project, on a block by block 22 basis, prepare and deliver a notice or flyer of the pending construction to the front 23 door of each residence or business that will be impacted by construction. The notice 24 shall be prepared as follows: 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 a) Name of Project 30 b) City Project No(CPN) 31 c) Scope of Project(i.e. type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's foreman and phone number 34 f) Name of the City's inspector and phone number 35 g) City's after-hours phone number 36 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 37 A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block. 43 I. Public Notification of Temporary Water Service Interruption during Construction 44 1. In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction, prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected resident. 47 2. Prepared notice as follows: CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 0135 U-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 I a. The notification or flyer shall be posted 24 hours prior to the temporary 2 interruption. 3 b. Prepare flyer on the contractor's letterhead and include the following 4 information: 5 1) Name of the project 6 2) City Project Number 7 3) Date of the interruption of service 8 4) Period the interruption will take place j 9 5) Name of the contractor's foreman and phone number 10 6) Name of the City's inspector and phone number 1 I c. A sample of the temporary water service interruption notification is attached as 12 Exhibit B. 13 d. Deliver a copy of the temporary interruption notification to the City inspector 14 for review prior to being distributed. 15 e. No interruption of water service can occur until the flyer has been delivered to 16 all affected residents and businesses. 17 f. Electronic versions of the sample flyers can be obtained from the Project 18 Construction Inspector. 19 J. Coordination with United States Army Corps of Engineers (USACE) 20 1. At locations in the Project where construction activities occur in areas where 21 USACE permits are required,meet all requirements set forth in each designated 22 permit. 23 K. Coordination within Railroad Permit Areas 24 1. At locations in the project where construction activities occur in areas where 25 railroad permits are required, meet all requirements set forth in each designated 26 railroad permit. This includes, but is not limited to, provisions for: 27 a. Flagmen 28 b. Inspectors 29 c. Safety training 30 d. Additional insurance 31 e. Insurance certificates 32 f. Other employees required to protect the right-of-way and property of the 33 Railroad Company from damage arising out of and/or from the construction of 34 the project. Proper utility clearance procedures shall be used in accordance 35 with the permit guidelines. 36 2. Obtain any supplemental information needed to comply with the railroad's 37 requirements. 38 3. Railroad Flagmen 39 a. Submit receipts to City for verification of working days that railroad flagmen 40 were present on Site. 41 L. Dust Control 42 1. Use acceptable measures to control dust at the Site. 43 a. If water is used to control dust, capture and property dispose of waste water. 44 b. If wet saw cutting is performed, capture and properly dispose of slurry. 45 M. Employee Parking € 46 1. Provide parking for employees at locations approved by the City. i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase If STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 I 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] I1 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 013 -7 513 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 1 8 CPN No.: 9 Project Name: 10 Mapsco Location: I1 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 t 6 01 3} 13-8 SPECIAL PROJECTPROCEDURES Pave 8 of 8 I EXHIBIT B 2 FORT WORTH Date: DOE NO. XXXX Project T1nme: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE, THANK YOU, ,CONTRACTOR 3 - - - 4 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 4523- 1 TESTING AND INSPECTION SERVICES Page I of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 1 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing i 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 1 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by i 38 the City. i g CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Lo.- DATE ogDATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 01 50 00- 1 TEMPORARY FACILITIES AND CONTROLS Page I of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings I1 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fiiel,power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic s 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City I week before water for construction is desired 1 CITY OF FORT WORTH Meacham Frontage Fencing IUnprovements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 I 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 oro I d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing worn:or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove'building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or Subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 3 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities i CITY OF FORT'WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 ( Revised Judy 1,2011 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Pave 4 oro 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02157 Revised July 1,2011 01 55 26- I STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13 —Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 U and submit to City for 33 review. 1 34 1) Allow minimum 10 working days for review of proposed Traffic Control. I 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department, CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised hily 1,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control I 1 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices(MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase n S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 I �l I 1 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase It STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 t 01 57 13- 1 STORM WATER POLLUTION PREVENTION Page I of 3 I SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 —General Requirements 13 3. Section 31 25 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than I acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than I acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM) Technical Manual for Construction a 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase It STANDARD CONSTRUCTION SPECIFICATION DOCUMENfS Project No.02187 Revised July 1,2011 1 I i s 01 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR 150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send t copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR 150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if malting changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase Il STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 I B. Modred SWPPP 2 I. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 s x CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 3 015813- 1 TEMPORARY PROJECT SIGNAGE Page I of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 I B. Materials 2 1. Sign 3 a. Constructed of-/-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.S REPAIR l RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 1 i CITY OF FORT WORTH Meacham Frottage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 i 01 60 00- 1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract I 1 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A fist of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02- Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] k d 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT'WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 66 00- 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pave I of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division I —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 E 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pave 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully marls and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements I 1 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent . 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase It STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 016600-3 PRODUCT STORAGE.AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23B. Store products or equipment in location to avoid physical damage to items while in 24 Storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 i 1 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONS"IRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised J my 1,2011 s F 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE I CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 01 70 00-1 MOBILIZATION AND REMOBILIZATK)N Pave I of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from I location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORTWORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 i 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 I 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1—General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement" will be paid for at the unit 40 price per each"Specified Remobilization' in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.I.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 7000-3 MOBILIZATION AND REMOBILIZATION Page 3 of4 1 3. Remobilization for suspension of Worlc as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 1] b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Wort:Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials finished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section I.I.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] f 2 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 7000-4 MOBILIZATION AND REMOBILIZATION Page 4 of4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 71 23- I CONSTRUCTION STAKING AND SURVEY Page 1 of 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 0133 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 i 017123-2 CONSTRUCTION STAKING AND SURVEY Pave 2 oro I B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a Sufficient number of stakes or markings have 17 been lost, destroyed or disturbed, by Contractor's neglect, such that the 18 contracted Work cannot take place,then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staling will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shalt perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH Meacham Montage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 o1`4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves(Manhole rim and vent pipe) 11 (1 1) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe(each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature, etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer tines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection, curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate togs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. P 49 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the t3 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 24 CITY OF FORT'WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 74 23- 1 CLEANING Page I o1`4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. hrtermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division t —General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Meacham Frontage Fencing improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 a 1 01 7423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2 - PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase It STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 017423-3 CLEANING Page 3 of 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health,safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haut from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, tamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to,vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FOR'I'WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUC"TION SPECIFICATION DOCUMENTS Project No.02187 Revised 3uly 1,2011 017423-4 CLEANING Page 4 oto 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONStRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 01 77 19- 1 CLOSEOUT REQUIREMENTS Page 1 of 3 I SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract ]1 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Meacham Frontage Fencing improvements-Phase I1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 01 7719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS (NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 7423. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include,but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT NORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Judy 1,2011 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 1 1 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 01 78 23- OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x I 1 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten s CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 i 01 7823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 I d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component pacts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 78 23-3 OPERATION AND MAINTENANCE DATA Page 3 of5 1 5. Copy of each warranty, bond and service contract issued I 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair e 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 l) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts j 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 1I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 I i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts t0 b. Circuit directories of panelboards I 1 1) Electrical service 12 2) Controls 13 3) Columunications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for Such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to Communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Decem her 20,2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 3 S i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised December 20,2012 01 78 39- 1 PROJECT RECORD DOCUMENTS Page I of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports t0 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract i 16 2. Division I —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Project No.02187 Revised Judy 1,2011 01 7339-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. in the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02137 Revised hdy 1,2011 01 78 39-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a f 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings,arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each rum of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Male all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of u 47 changes made during construction, and the actual location of items. i CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 s f 01 7839-4 PROJECT RECORD DOCUMENTS Page 4 of4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 DOCUnlent from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NATVIE SUMMARY OF CHANGE 26 CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 ITEM SS-101 SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) E DESCRIPTION 101-1.1 The Contractor shall thoroughly review the approved Construction Safety and Phasing Plan (CSPP) and shall comply with approved CSPP. The Contractor shall certify such compliance by completing the attached SPCD and submitting to the Engineer for approval. i i 5 i SS-101-1 I E i Contractor Safety Plan Compliance Documents Owner Name: City of Fort Worth Airport: Fort Worth Meacham International Airport Project Description: Meacham Frontage Fencing Improvements- Phase II Contractor: TBD Each item listed below corresponds to a specific section of the approved CSPP, The Contractor shall certify that he/she will comply with each section of the approved CSPP. Each certified section with a "no" response must be fully explained in an attachment to the SPCD. The document shall be signed and dated by a principle or owner in the Contractor's company. All other requested information shall be completed by the Contractor and submitted to the Engineer for approval as part of the SPCD. 1. Section 1 - Correspondence: This project shall be completed in accordance with Section 1 "Coordination" of the approved Construction Safety Plan Compliance Document. Owner: Contact: Phone: Engineer: Project Manager: Phone: Project Engineer: Phone: Construction Observer: Phone: Materials Testing, Phone: Contractor: Project Manager: Phone: Superintendent: Phone: Subcontractors: Phone: LIST ALL SUBS Yes No 2. Section 2 - Phasing: This project shall be completed in accordance with Section 2 "Phasing" of the approved Construction Safety Plan Compliance Document, Yes No 3. Section 3 — Areas of Operations Affected by Construction Activity: This project shall be completed in accordance with Section 3 "Areas of Operations Affected by Construction Activity" of the approved Construction Safety Plan Compliance Document. Yes No SS-101-2 i 4. Section 4 — Protection of Navigational Aids (NAVAIDS): This project shall be completed in accordance with Section 4 "Protection of Navigational Aids (NAVAIDS)" of the approved Construction Safety Plan Compliance Document. Yes No 5. Section 5 — Contractor Access: This project shall be completed in accordance with Section 5 "Contractor Access" of the approved Construction Safety Plan Compliance Document. Yes No 6. Section 6—Wildlife Management: This project shall be completed in accordance with Section 6 "Wildlife Management" of the approved Construction Safety Plan Compliance Document. Yes No 7. Section 7 — Foreign Object Debris (FOD) Management: This project shall be completed in accordance with Section 7 "Foreign Object Debris (FOD) Management' of the approved Construction Safety Plan Compliance Document. Yes No 8. Section 8 — Hazardous Materials (HAZMAT) Management: This project shall be completed in accordance with Section 8 "Hazardous Materials (HAZMAT) Management' of the approved Construction Safety Plan Compliance Document. Yes No 9. Section 9 — Notification of Construction Activities: This project shall be completed in accordance with Section 9 "Notification of Construction Activities" of the approved Construction Safety Plan Compliance Document. Yes No i j 10. Section 10 — Inspection Requirements: This project shall be completed in accordance with Section 10 "Inspection Requirements"of the approved Construction Safety Plan Compliance Document. Yes No 11. Section 11 — Underground Utilities: This project shall be completed in accordance with Section 11 "Underground Utilities"of the approved Construction Safety Plan Compliance Document. Yes No 12. Section 12 — Penalties: This project shall be completed in accordance with Section 12 "Penalties" of the approved Construction Safety Plan Compliance Document. Yes No 13, Section 13—Special Conditions: This project shall be completed in accordance with Section 13 "Special Conditions" of the approved Construction Safety Plan Compliance Document. Yes No 14. Section 14— Runway and Taxiway Visual Aids: This project shall be completed in accordance i SS-101-3 with 14 "Runway and Taxiway Visual Aids" of the approved Construction Safety Plan Compliance Document. Yes No 15. Section 15 — Marking and Signs for Access Routes: This project shall be completed in accordance with Section 15 "Marking and Signs for Access Routes" of the approved Construction Safety Plan Compliance Document. Yes No 16. Section 16 — Hazard Marking and Lighting: This project shall be completed in accordance with Section 16 "Hazard Marking and Lighting" of the approved Construction Safety Plan Compliance Document. Yes No 17. Section 17 — Protection of Safety Areas, Object Free Areas, Object Free Zones, and Approach / Departure Surfaces: This project shall be completed in accordance with Section 17 "Protection of Safety Areas, Object Free Areas, Object Free Zones, and Approach / Departure Surfaces" of the approved Construction Safety Plan Compliance Document. Yes No 18. Section 18—Other Limitations on Construction: This project shall be completed in accordance with Section 18 "Other Limitations on Construction" of the approved Construction Safety Plan Compliance Document. Yes No I certify that, for the project identified herein, the responses to the foregoing items are correct as marked, and that I shall comply with the approved Construction Safety and Plan. Signed: Contractor's Authorized Representative Date: Print Name and Title of Contractor's Representative END OF ITEM SS-101 SS-101-4 ITEM SS-110 STANDARD SPECIFICATIONS I t GENERAL 110-1.1 The standard specifications of the Texas Department of Transportation are bound in a book titled Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. These specifications are referred to herein as "Standard Specifications." The edition published November 1, 2014 shall apply. A copy of these "Standard Specifications" may be obtained from TxDOT online or at their customary charge. INCORPORATION AND MODIFICATION 110-2.1 Certain parts of the Standard Specifications are appropriate for inclusion in these Technical Specifications. Such parts are incorporated herein by reference to the proper section or paragraph number. The individual specification numbers noted herein may be different from those in the latest edition of the "Standard Specifications." The most current specification number shall apply. Each such referenced part shall be considered to be a part of these Contract Documents as though copied herein in full. 110-2.2 Certain referenced parts of the Standard Specifications are modified in the Specifications that follow. In case of conflict between the Standard Specifications and the Specifications that follow, the Specifications that follow shall govern. 110-2.3 Individual material test numbers change from time to time. Use the latest applicable test. 110-2.4 Reference in the Standard Specifications to the"Department' is herein changed to the"Owner". i MEASUREMENT AND PAYMENT 110-3.1 All measurements and payments are defined within the specifications and modification pages. Any specifications that is referred to but not included in the specification/contract documents shall be considered subsidiary to the item in which it is contained. i END OF ITEM SS-110 i i i SS-110-1 { I ITEM SS-120 SITE PREPARATION I DESCRIPTION P 120-1.1 This item covers the preparation of the site for construction of the proposed improvements. The attention of the bidder is directed to the necessity for careful examination of the entire project site to determine, at the time of bid preparation, the full extent of work to be done under the item "Site Preparation." The entire job site shall be cleared of all man-made obstructions and debris, of whatever nature, and made ready in all respects for the construction of the proposed improvements. The item "Site Preparation"shall include: 1. Mobilization 2. Contractor's Access/Haul Road 3. Contractor's Staging Areas f 4� Airport Security Requirements 5. Airport Safety Requirements 6. Instrument Control 7. Removal and Disposal of Structures 8. Clean Up I CONSTRUCTION METHODS i 120-2.1 MOBILIZATION, The Contractor shall consider and include his cost for providing personnel, i equipment, materials, bonds, etc. required for the prosecution of the work under this item. 120-2.2 CONTRACTOR'S ACCESS/HAUL ROAD. The Contractor shall layout, construct, maintain, and repair all access/haul roads needed to construct the work. The existing access roads shown on the plans shall be repaired, as determined necessary by the Engineer, at the close of the project. All such work, including all materials and labor, involved in the layout, construction, maintenance, and repair of the Contractor's access/haul roads will not be measured for separate payment but will be considered subsidiary to the bid item "Site Preparation." Temporary pipe culverts shall be installed and maintained as required and shall be of the size as directed by the Engineer. The type of pipe used for temporary pipe shall be at the j option of the Contractor. Temporary pipe culverts will not be measured for separate payment, but will be considered subsidiary to the access/haul road. All temporary pipe culverts shall be removed by the Contractor and shall remain his property at the close of the project. 120-2.3 CONTRACTOR'S STAGING AREAS. The areas designated in the plans or by the Engineer as the Contractor's staging area shall be cleared and graded by the Contractor as needed for use by the Contractor in constructing the work on this project. All areas used or otherwise occupied by the Contractor for his operations shall be cleaned, regraded, and seeded, as directed by the Engineer, prior to the final acceptance of the project by the Airport. All work involved in the preparation and restoration of areas used or occupied by the Contractor, including clearing, grubbing, regrading, seeding, and installing and removing fence, will not be measured for separate payment but will be considered subsidiary to the bid item"Site Preparation." 120-2.4 AIRPORT SECURITY REQUIREMENTS. The Contractor shall abide by the Airport Security requirements that are outlined in the Construction Safety and Phasing Plan (CSPP) of the plans. Any costs associated with the Airport Security requirements will not be measured for separate payment but will be considered subsidiary to the bid item "Site Preparation." 120-2.5 AIRPORT SAFETY REQUIREMENTS. The Contractor shall abide by the Airport Safety requirements that are outlined in the Construction Safety and Phasing Plan (CSPP) of the plans. All costs associated with the Airport Safety requirements will not be measured for separate payment but will be considered subsidiary to the bid item "Site Preparation." E f SS-120-1 i I 120-2.6 INSTRUMENT CONTROL. The Contractor will be furnished survey baselines and benchmarks to control the work as shown on the Plans. The Contractor shall be responsible for the additional instrument control necessary to layout and construct the work. The Contractor's instrument control of the work shall not be measured for separate payment, but will be considered subsidiary to the bid item "Site Preparation". 120-2.7 REMOVAL AND DISPOSAL OF STRUCTURES. This work shall consist of the removal and satisfactory disposal of utility poles; signs, sign supports, sign foundations; curb and curb and gutter; fence; driveways; guardrail; retaining walls; sidewalks; Portland cement concrete or asphalt concrete pavements; manholes; drainage structures (including reinforced concrete channels, headwalls, and wingwalls); concrete or masonry foundations (including foundations of poles or signs to be removed) or slabs; concrete ducts and pipe culverts, all of which are impede construction and are not paid for under other items. The Contractor shall make his own estimate of the work required for the removal of structures which conflict with the proposed construction. All structures required to be removed may not be designated as such in the plans. The provisions of this section shall not apply to underground petroleum storage tanks, The attention of the bidder is directed to the necessity for careful examination of the entire site to determine, at the time of bid preparation, the full extent of work to be accomplished. The entire site shall be cleared of all man-made obstructions and debris, of whatever nature, and prepared in all respects for the construction. The Contractor shall not unnecessarily interfere with the use of any adjacent sidewalks, streets, or roads. Materials removed will become the property of the Contractor and shall be removed from the job site, unless specifically designated otherwise. All surface items such as curb, curb and gutter, driveways, parking areas, walks, steps, asphalt and PCC pavement, and walls shall be separated or broken away from the adjacent part of any structure designated to remain in place by a vertical saw cut along the line designated by the Engineer. The edge of the structure left in place shall be approximately vertical with no abrupt changes in alignment. Any damage to or removal of the structure designated to remain in place shall be repaired or replaced at no cost to the Owner. Holes, ditches, or other abrupt changes in elevation caused by the removal operations that could obstruct drainage or be considered hazardous or unsightly shall be backfilled, compacted, and left in a workmanlike condition. Existing concrete ducts and parts thereof that interfere with the new construction shall be removed. Existing pipe culverts or parts thereof that interfere with the new construction shall be removed. Where existing pipe culverts are to be extended or otherwise incorporated into the new work, only such part of the existing structure shall be removed as to provide a proper connection to the new work. The connecting edges or joints shall be cut, chipped, and trimmed to the required lines and grades without weakening or damaging the part of the structure to be retained. For a pipe culvert extension, the headwall and the attached end joint of concrete pipe or the flared end section on all types of pipe shall be removed to accommodate the extension. This work will not be paid for directly but will be considered included in the items involved in the culvert extension. This item includes any additional construction required to connect existing pipes to the constructed drainage system. Trenches or voids resulting from the removal or demolition of existing culverts or other structures shall be filled with approved material placed in layers in accordance with Item Tx-132. SS-120-2 i Masonry and reinforced concrete foundations shall be obliterated, or if in fill sections, may be left in place if covered by not less than 2 feet of embankment. Concrete foundations for poles to be removed shall be obliterated to a depth of 2 feet below finished grade or as required to accommodate new construction. The removal and disposal of the various items covered by this specification will not be measured for separate payment, but will be subsidiary to the bid item "Site Preparation". 120-2.8 CLEAN UP. From time to time, the Contractor shall clean up the site in order that the site presents a neat appearance and that the progress of work will not be impeded. One such clean up shall immediately precede final inspection. Immediately following acceptance of the work by the Owner, the Contractor shall remove all temporary equipment, surplus materials, and debris resulting from his operations, and leave the site in a condition fully acceptable to the Owner. MEASUREMENT AND PAYMENT 120-3.1 Site preparation will be measured as a lump sum complete item. Work completed and accepted under this item will be paid for at the contract lump sum price bid for"Site Preparation,"which price shall be full compensation for furnishing all labor,tools, equipment and incidentals necessary to complete the work. Periodic payments will be made under this item in proportion to the amount of work accomplished, as determined by the Engineer. Payment will be made under: Item SS-120-3.1 Site Preparation-per Lump Sum END OF ITEM SS-120 i 3 i jEl I t I SS-120-3 { i ITEM SS-140 DEMOLITION AND DISPOSAL 3 DESCRIPTION 140-1.1 This item shall consist of the removal of roadway pavements includes the sawcutting, removal, disposal and permanent repair of portions of the existing asphalt roadway pavement, and curb and gutter in accordance with these specifications and in conformity to the dimensions and details shown on the plans. The actual limits of removal and repair will be as directed by the Engineer. All pavement material removed shall be disposed of off-site, or as directed by the Engineer. CONSTRUCTION METHODS 140-3.1 GENERAL: No demolition shall be started until the work has been laid out and approved by the Engineer. All material shall be disposed of off-site. All hauling and disposal will be considered a necessary and incidental part of the work. Hauling cost shall be considered by the Contractor and included in the contract unit price for the pay of items of work involved. No payment will be made separately or directly for hauling on any part of the work. All trees, stumps, roots, buried logs, brush, grass, and other unsatisfactory materials shall be removed, except where embankments exceeding 3-1/2 feet in depth are to be made outside of paved areas. In cases where such depth of embankments is to be made, all unsatisfactory materials shall be removed, but sound trees, stumps, and brush can be cut off within 6 inches above the ground and allowed to remain. Tap roots and other projections over 1-1/2 inches in diameter shall be grubbed out to a depth of at least 18 inches below the finished subgrade or slope elevation. 140-3.2 ROADWAY DEMOLITION: All surface items such as curb, curb and gutter, driveways, parking areas, walks, steps, asphalt and concrete pavements, aggregate and gravel surfaces, and walls shall be separated or broken away from the adjacent part of any structure designated to remain in place by a vertical saw cut along the line designated by the Engineer. The edge of the structure left in place shall be approximately vertical with no abrupt changes in alignment. Any damage to or removal of the structure designated to remain in place shall be repaired or replaced at no cost to the Owner. Existing pavement (asphalt or concrete) and base course (regardless of material encountered), or gravel surface shall be removed to the depth required for replacement of the new pavement section, or to the grades specified, at the locations shown on the plans or as directed by the Engineer. The subgrade below the proposed pavement and the specified offset from the pavement shown in the plans shall be prepared in accordance with Specification Tx-247. The method of removal shall be approved by the Engineer before any removal operations begin. The Contractor shall take care not to damage adjacent pavement which is to remain in place; any adjacent sound pavement damaged by the Contractor shall be removed and replaced at the Contractor's expense. In areas where pavement is being removed and not reconstructed, the area shall be filled to match existing grade according to the plans. This earthwork shall be prepared and paid for in accordance with SS-220 Pavement Edge Grading. Sawcutting will be required at the edge of the removal areas. The removal shall proceed to the depth necessary to accommodate the new pavement section thickness. Removal of any additional material, beyond the pavement, necessary to accommodate the new pavement section thickness will not be i- measured for separate payment but will be subsidiary to"Demolition & Disposal". Holes, ditches, or other abrupt changes in elevation caused by the removal operations that could obstruct drainage or be considered hazardous or unsightly shall be backfilled, compacted, and left in a workmanlike condition. Areas of pavement removal that are not being repaved shall be brought to grade in accordance with SS- 220 Pavement Edge Grading. s SS-140-1 i 't METHOD OF MEASUREMENT 140-4.1 Pavement Removal: The unit of measurement for pavement removal shall be the square yard of the specified pavement removed. BASIS OF PAYMENT 140-5.1 Payment shall be made at the contract unit bid price for the unit of measurement as specified above for "Pavement Removal". This price shall be full compensation for furnishing all labor, tools, equipment and incidentals necessary to complete the work. Payment will be made under: Item SS-140-5.1 Pavement Removal—per Square Yard END OF ITEM SS-140 SS-140-2 ITEM SS-220 PAVEMENT EDGE GRADING i DESCRIPTION 220-1.1 This item covers placement and compaction of all materials within the limits of the work required to construct edge grading along the edges of the pavement, or other purposes in accordance with these specifications and in conformity to the dimensions and typical sections shown on the plans. MATERIALS 220-2.1 TOPSOIL. Topsoil used shall meet the requirements of TX-160. Additional topsoil required to complete the project shall be obtained as provided in TX-160. CONSTRUCTION METHODS 220-3.1 GENERAL. Along the edges of new pavement, topsoil shall be placed from the edge of the new pavement surface to ground level and provide grading from the pavement edge to the shoulder as shown in the plans. If it is necessary to interrupt existing surface drainage, sewers or under-drainage, conduits, utilities, or similar underground structures the Contractor shall be responsible for and shall take all necessary precautions to preserve them or provide temporary services. When such facilities are encountered, the Contractor shall notify the Engineer, who shall arrange for their removal if necessary. The Contractor shall, at his/her own expense, satisfactorily repair or pay the cost of all damage to such facilities or structures which may result from any of the Contractor's operations during the period of the contract. 220-3.2 PREPARATION OF EMBANKMENT AREA. Before beginning any embankment, the areas where the embankment is to be made shall be stripped or disked to a minimum depth of four inches. Topsoil obtained from the stripping operations shall be salvaged and stockpiled for later use. 220-3.3 FORMATION OF EMBANKMENTS. The placed material shall be within +/-2 percent of optimum moisture content before rolling to obtain the prescribed compaction. In order to achieve uniform moisture content throughout the layer, wetting or drying of the material and manipulation shall be required when necessary. Should the material be too wet to permit proper compaction or rolling, all work on all of the affected portions of the embankment shall be delayed until the material has dried to the required moisture content. Sprinkling of dry material to obtain the proper moisture content shall be done with approved equipment that will sufficiently distribute the water. Sufficient equipment to furnish the required water shall be available at all times. The embankment shall be compacted by small roller or other means approved by the engineer. Rolling operations shall be continued until the embankment is compacted to not less than 90 percent of maximum density as determined by ASTM D 1557. Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen material. METHOD OF MEASUREMENT 220-4.1 The quantity of pavement edge grading to be paid for shall be the number of linear feet placed measured along the pavement edge, regardless of the transverse width or depth of the grading. There will be no separate measurement of payment for compacted embankment, and all costs incidental to placing, compacting, disking, watering, shaping, and other necessary operations for construction of edge grading embankment will be included in the contract price for pavement edge grading. Topsoil within pavement edge grading limits shall not be measured separately but considered subsidiary to Pavement Edge Grading. i i SS-220-1 i BASIS OF PAYMENT 220-5.1 For"Pavement Edge Grading" payment shall be made at the contract unit price per linear foot. This price shall be full compensation for furnishing all materials, labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item SS-220-5.1 Pavement Edge Grading—per Linear Foot END OF ITEM SS-220 SS-220-2 ITEM SS-242 ORNAMENTAL STEEL FENCE DESCRIPTION 242-1.1 This item shall consist of furnishing and erecting an ornamental steel fence in accordance with these specifications and the details shown on the plans and in conformity with the lines and grades shown on the plans or established by the Engineer. 241-1.1 This item shall consist of the construction of an ornamental ditch structure at locations along the fence, in accordance with this specification at the locations shown on the plans or as directed by the Engineer. MATERIALS 242-2.1 GENERAL. The Contractor shall supply a total fence system of industrial ornamental steel fence. The system shall include all components(i.e., panels, posts, gates and hardware) required. The manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for Industrial weight fences under ASTM F2408.All material shall be black in color. 242-2.2 FENCE PANELS AND POSTS Steel material for fence panels and posts shall conform to the requirements of ASTM A653/A653M, with a minimum yield strength of 45,000 psi (344 MPa) and a minimum zinc(hot-dip galvanized)coating weight of 0.60 oz/ft2 (276 g/m2), Coating Designation G-60. Posts shall be a minimum of 3" square x 12 Ga. 242-2.3 FENCE PICKETS AND RAILS. Pickets shall be 1" square x 14 Ga. tubing. The rails shall be steel channel, 1.75" x 1. 75" x.105". Picket holes in the rail shall be spaced 4.715"o.c. 242-2.4 GATES. For gate systems, posts shall be a minimum of 3" square x 12 Ga. For Pedestrian gates. Posts shall be a minimum of 6" square x 3/16" for all other gates. Gate frames shall conform to all other requirements listed in the specifications under paragraph 242-2.2 and 242-2.3. The panels shall be of the same type material as used in the fence. Gates shall be access controlled with proximity access readers. Access reader and material required for construction is to meet requirements of SS-350. 242-2.5 CONCRETE. Concrete shall conform to the Specification P-610. Any concrete placed at or above the ground surface shall contain 3-7 percent air content. 242-2.6 FENCE COATING REQUIREMENTS The black coating must adhere to the following performance requirements: Coating Performance Requirements Quality ASTM Test Method Performance Requirements Characteristics Adhesion D3359—Method B Adhesion (Retention of Coating)over 90% of test area(Tape and knife test). Corrosion 13117, D714& D1654 Corrosion Resistance over 1,500 hours (Scribed per Resistance D1654;failure mode is accumulation of 1/8"coating loss from scribe or medium#8 blisters). Impact Resistance D2794 Impact Resistance over 60 inch Ib. (Forward impact using 0.625" ball). Weathering D822 D2244, D523(60° Weathering Resistance over 1,000 hours(Failure Resistance Method) mode is 60% loss of gloss or color variance of more than 3 delta-E color units), 242-2.7 Ten Foot Fence Material Material for the 10-foot fence shall be of similar material as the 7-foot fence. The material shall be supplied by the same manufacturer as the 7-foot fence manufacturer. The rail spacing shall match the 7-foot fence. SS-242-1 4 242-2.8 ORNAMENTAL DITCH STRUCTURE Pipe for structure shall conform to material specifications in section 242-2.1, 242-2.2,242-2.3 and the plans. CONSTRUCTION METHODS 242-3.1 CLEARING FENCE LINE. All trees, brush, stumps, logs, and other debris as identified in SS- 120-2.7, which would interfere with the proper construction of the fence in the required location shall be removed a minimum width of 5 feet on each side of the fence centerline before starting fencing operations. The cost of removing and disposing of the material shall not constitute a pay item and shall be considered incidental to fence construction. 242-3.2 INSTALLING POSTS. All posts shall be set in concrete at the required dimension and depth and at the spacing shown on the plans. Posts should be spaced not more than 8 feet apart and should be set a minimum of 36 inches (90 cm) in concrete footings. If the frost depth is greater than 36 inches (90 cm), the posts should be set accordingly. The posts holes shall be in proper alignment so that there is a minimum of 3 inches (75 mm) of concrete on all sides of the posts. The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a smooth finish slightly higher than the ground and sloped to drain away from the posts. All posts shall be set plumb and to the required grade and alignment. No materials shall be installed on the posts, nor shall the posts be disturbed in any manner within 7 days after the individual post footing is completed. Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches larger than the greatest dimension of the posts shall be drilled to the embedment depth shown in the Plans. After the posts are set, the remainder of the drilled hole shall be filled with Portland cement concrete. Any remaining space above the rock shall be filled with concrete in the manner described above. In lieu of drilling, the rock may be excavated to the required footing depth. No extra compensation shall be made for rock excavation. When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces: 1) Remove all metal shavings from cut area. 2)Apply zinc-rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3)Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will negate fence warranty. 242-3.3 INSTALLING FENCE PANELS. Fence panels shall be attached to posts with brackets supplied by the manufacturer. Panels shall be installed per manufacturer requirements. 242-3.4 ELECTRICAL GROUNDS. Electrical grounds shall be constructed where a power line passes over the fence. The ground shall be accomplished with a copper clad rod 10 feet (240 cm) long and a minimum of 3/ inch in diameter driven vertically until the top is 6 inches (150 mm) below the ground surface. A No. 6 solid copper conductor shall be clamped to the rod and to the fence in such a manner that each element of the fence is grounded. Installation of ground rods shall not constitute a pay item and shall be considered incidental to fence construction. 242-3.5 ORNAMENTAL FENCE DITCH STRUCTURE SUBGRADE. The subgrade shall be excavated or filled to the required grade. Soft and yielding material shall be removed and replaced with suitable material and the entire subgrade shall be thoroughly compacted with approved mechanical equipment. Preparation of subgrade, including rock excavation,will not be measured for separate payment, but shall be considered subsidiary to the items "Ornamental Ditch Structure" FORMS. Forms shall be constructed of metal or wood, free from warp, and of sufficient strength to resist SS-242-2 springing during the process of depositing concrete. They shall be securely staked, braced, set and held firmly to the required line and grade. Forms shall be cleaned and oiled before concrete is placed against them. PLACING AND FINISHING. The concrete shall be deposited in the forms upon the wetted subgrade to such depth that when it is compacted and finished, the top shall be at the required elevation. It shall be thoroughly consolidated and the edges along the form spaded to prevent honeycomb. The top shall then be struck off with a straightedge and tamped or vibrated sufficiently to flush mortar to the surface, after which it shall be finished with a wood float to a smooth and even surface. Plastering will not be permitted but minor defects shall be filled with a cement mortar (1 part Portland cement to 2 parts concrete sand)applied with a wood float. When completed, the concrete shall be properly cured by covering with polyethylene sheets conforming to ASTM C 171 or a liquid membrane forming compound conforming to ASTM C 309, Type 2, or other methods approved by the Engineer. BACKFILLING. After the forms have been removed, the spaces on each side shall be backfilled with suitable material, which shall be firmly compacted by means of approved mechanical equipment and neatly graded. Backfilling will not be measured for separate payment, but shall be considered subsidiary to the item "Ornamental Ditch Structure." METHOD OF MEASUREMENT 242-4.1 Ornamental steel fence will be measured for payment by the linear foot of the specified height. Measurement will be along the top of the fence from center to center of end posts, excluding the length occupied by gate openings. 242-4.2 Manual ornamental steel gates will be measured as each complete unit. Automatic gates shall be paid for under SS-350. 242-4.3 Ornamental fence ditch structure will be measured for payment by the linear foot. Measurement will be along the bottom of the ditch structure completed and accepted. BASIS OF PAYMENT 1 t 242-5.1 Payment for Ornamental Steel fence will be made at the contract unit price per linear foot. The price shall be full compensation for furnishing all materials, and for all preparation, erection, and installation of these materials, and for all labor equipment,tools, and incidentals necessary to complete the item. 242-5.2 Payment for Ornamental Steel gates will be made at the contract unit price for each gate. The price shall be full compensation for furnishing all materials, and for all preparation, erection, and installation of these materials, and for all labor equipment, tools, and incidentals necessary to complete the item. J 242-5.3 Payment for Ornamental fence ditch structure will be made at the contract unit price per linear foot for work completed and accepted and measured as provided above, completed in place, which price shall be full compensation for furnishing materials including pipe, wire, and constructing the concrete skirt; for excavation and backfilling; and for all equipment, tools, labor and incidentals necessary to complete the work. 9 I Payment will be made under: SS-242-3 6 Item SS-242-5.1 a 7-Foot Ornamental Steel Fence—per Linear Foot Item SS-242-5.1 b 8-Foot Ornamental Steel Fence—per Linear Foot Item SS-242-5.2a 20' Double Manual Ornamental Steel Swing Gate—per Each Item SS-242-5.2b 20' Manual Ornamental Steel Sliding Gate—per Each Item SS-242-5.2c 4' Manual Ornamental Steel Pedestrian Gate—per Each Item SS-242-5.3 Ornamental Fence Ditch Structure—per Linear Foot END OF ITEM SS-242 SS-242-4 ITEM SS-300 BASIC ELECTRICAL REQUIREMENTS t DESCRIPTION 300-1.1 This item shall consist of furnishing and installing complete electrical systems as defined in the plans and in these specifications. The work includes the installation, connection and testing of new electrical systems, equipment and all required appurtenances to construct and demonstrate proper operation of the completed electrical systems. 300-1.2 The Contractor shall maintain current copies of all referenced and applicable advisory circulars and standards on the job site. The Contractor is responsible to make known to the Engineer any conflict between plans and specifications that he observes or of which he is made aware. 300-1,3 This work shall consist of lockout/tagout procedures at various electrical panelboard locations in accordance with the design and details shown in the plans and in compliance with these specification documents. EQUIPMENT AND MATERIALS 300-2.1 STANDARDS. a. Applicable National Fire Protection Association (NFPA)codes, including but not limited to: (1) NFPA 70-National Electrical Code. (2) NFPA 70E-Standard for Electrical Safety in the Workplace. (3) NFPA 101 - Life Safety Code, (4) Internet Website: http://www.nfpa.org b. Applicable Code of Federal Regulations (CFR) codes, including but not limited to: (1) 29 CFR 1910-Occupational Safety and Health Standards (OSHA) (2) 29 CFR 1926- Safety and Health Regulations for Construction. (3) Internet Website: http://www.gpoaccess.gov/cfr/index.html C. ANSI/IEEE C2- National Electrical Safety Code. d. NECA 1 —Standard for Good Workmanship in Electrical Construction. e. Applicable Federal,State and Local Electrical Codes. f. Applicable Federal, State and Local Energy Codes. g. Applicable Federal,State and Local Building Codes. h. Applicable Federal,State and Local Fire Codes. i. Applicable City Electrical Code. j. Applicable City Ordinances pertaining to electrical work. k. Applicable Federal, State and Local - Environmental, Health and Safety Laws and Regulations. Contractor shall utilize the most current editions of standards, which are current at time of bid and as 3 recognized by the Authority Having Jurisdiction forthe respective standard. 300-2.2 GENERAL. a. All equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when requested by the Engineer. All equipment and materials shall be new and meet applicable manufacturer's standards. All electrical components and products, not covered under the FAA equipment certification program, shall be tested and listed by an OSHA accepted, nationally recognized testing laboratory(NRTL) to conform to the standards indicated in these contract documents and to the industry standards required in the NEC, NEMA, IEEE, UL, and applicable FAA advisory circulars. I SS-300-1 I I b. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the Engineer. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the Engineer and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. C, All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non-pertinent data. Submittals for components or electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the Contract Documents plans and specifications. The Engineer reserves the right to reject any and all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes, specified herein. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12) months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. f. The Contractor shall prepare and submit information required by the individual Specification sections sufficiently in advance of the related work to allow an appropriate review time by the Engineer. The types of submittals are indicated in the individual Specification sections. During the preconstruction conference,the Contractor shall review his submittal schedule and procedures, including notifying the Engineer whether electronic submittals or paper submittals will be provided for all submittal packages in the project, Mixing of package types will not be allowed. The Contractor shall provide one of the following submittal package types: 1. Submit electronic submittals via email as PDF electronic files directly to the Engineer's designated representative, or post these PDF electronic files directly to the Engineer's FTP site specifically established for this project. Electronic submittals shall be in Adobe Acrobat (*.PDF) format and shall be legible when printed. 2. Submit six (6) paper submittal copies via mail or other courier service to the Engineer's designated representative. Submittals shall be neat, organized, and easy to interpret. Assemble complete submittal package into a single indexed electronic file or hard cover bound book, incorporating submittal requirements of an individual Specification section,the transmittal form with unique submittal numbering system, and electronic links or tabs enabling navigation to each item. Unless approved otherwise by the Engineer, all submittals for the individual Specification section shall be submitted at one time. Submittals must come directly from the Prime Contractor; submittals from subcontractors or suppliers will not be reviewed. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. Faxed submittals or submittals with extremely small or otherwise unreadable SS-300-2 print will not be accepted. Submittals not required by the Contract Documents will be returned by the Engineer without action. The Contractor shall retain complete copies of submittals on project site. Use only final submittals that are marked with approval notation from Engineer's submittal review stamp with comments form. Resubmittals shall continue the unique, sequential, submittal numbering system. Resubmittals without unique numbering, example resubmittals transmitted as 005A or 005REV,are unacceptable and will be returned un-reviewed. g. After approval of submitted equipment, the Contractor shall supply the following Operation and Maintenance Manual documentation to the Owner. Two (2) complete sets of documentation shall be supplied for each model of equipment. The documentation shall be securely bound in heavy-duty 3-ring binders. The information for each piece of equipment shall be indexed using typewritten label tabs. The spine of each binder shall have a typewritten label, which indicates the included equipment types. The documentation shall include: (1) Approved Submittals and Shop Drawings (2) Cable Splicer Qualifications, Type and Voltage (3) State Contractors License with Electrical Classification (4) Master, Journeyman and Apprentice Electrician Licenses and Certifications (5) Lockout/Tagout Program (6) Regulator Load and Calibration Reports for testing, checking and adjusting all regulators in the electrical vault (7) Megger Test Reports (8) Ground Rod Test Reports (9) Installation Manuals (10) Operation Manuals (11) Maintenance Manuals (12) Parts Lists, including recommended spare parts. Recommended spare parts shall be furnished with the respective equipment. h. After approval of the O&M Manuals, the Contractor shall provide three (3) complete electronic copies of all documentation in Adobe PDF file format on CD-R (non-rewriteable) discs storage media. The electronic files shall contain searchable text and include a hyperlink index for ease in locating information with the PDF file. i. All requirements herein Item SS-300 shall be applicable to all referenced sections in these contract documents and applicable to all sections which reference Item SS-300. j. The Contractor is the single source of responsibility for the installation and integration of the airport's power systems. The Contractor shall be responsible for providing the infrastructure needed for future installation of access control systems by the Airport or the responsible tenant. Any non- compatible components furnished by the Contractor shall be replaced at no additional cost to the Owner with a similar unit that is approved by the Engineer and compatible with the remainder of the airport j electrical system. 300-2.3 OPERATION AND MAINTENANCE DATA. i Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment. Provide bound hard copies and electronic copies as noted in section 300-2.2. a. Certificate of Substantial Completion, Release and Contractor's Affidavit, executed copies. P SS-300-3 I b. Final approved equipment submittals, including product data sheets and shop drawings, clearly labeled. C. Installation manuals: Description of function, installation and calibration manuals, normal operating characteristics and limitations, performance curves, engineering data and tests, and complete nomenclature and commercial numbers of all replaceable parts. d. Operations manuals: Manufacturer's printed operating instructions and procedures to include start-up, break-in, routine and normal operating instructions; regulation, control, stopping, shutdown, and emergency instructions; summer and winter operating instructions; and all programming and equipment settings. e. Maintenance manuals: Maintenance procedures for routine preventative maintenance and troubleshooting; disassembly, repair, and reassembly; aligning and adjusting instructions. f. Service manuals: Servicing instructions and lubrication charts and schedules, including the names and telephone numbers of personnel to contact for both routine periodic and warranty service for equipment and materials provided under this Specification. g. Final test reports, clearly labeled, including but not limited to, insulation resistance test reports, ground rod impedance test reports, cable pulling tension values logs, and equipment certification tests. h. Final certified calibration sheets for all equipment and instruments. 300-2.4 WIRE. For ratings up to 600 volts, thermoplastic wire conforming to Fed. Spec. J-C-30, Type THHN/THWN-2 shall be used. The wires shall be of the type, size, number of conductors, and voltage shown in the plans or in the proposal. Service, underground feeder, and underground branch circuit wiring shall be minimum Type THHN/THWN-2 unless otherwise noted. Indoor feeder and indoor branch circuit wiring shall be minimum Type THHN/THWN-2 unless otherwise noted. Unless otherwise indicated, conductors No. 10 AWG and smaller shall be solid, and conductors No. 8 AWG and larger shall be stranded. For electrical work of 600 volts or less, all conductors, terminations, terminal blocks, lugs, connectors, devices and equipment shall be listed, marked, and rated 75 degrees C minimum unless otherwise noted. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips that will not damage cables or raceway. Pull ropes and pull wires shall have sufficient tensile strength for the cable(s) to be pulled and installed. Damaged cable or raceway shall be replaced at no additional cost to the Owner. Install pull wires in empty raceways. Use a polypropylene plastic line with not less than 200 pound tensile strength. Secure and leave at least 12 inches of slack at each end of pull wire to prevent it from slipping back into the conduit. Cap spare raceways with removable tapered plugs, designed for this purpose. 300-2.5 CONDUIT. Rigid steel conduit and fittings shall conform to the requirements of Underwriters Laboratories Standard 6, 514, and 1242. 300-2.6 PLASTIC CONDUIT (for use below grade only). Plastic conduit and fittings-shall conform to the requirements of Fed Spec. W-C-1094 and Underwriters Laboratories Standards UL-651 and shall be one of the following, as shown in the plans: SS-300-4 a. Type I - Schedule 40 PVC suitable for underground use either direct-buried or encased in concrete. b. Type II-Schedule 40 PVC suitable for either above ground or underground use. C. Type III - Schedule 80 PVC suitable for either above ground or underground use either direct-buried or encased in conduit. Plastic conduit adhesive shall be a solvent cement manufactured specifically for the purpose of gluing the specific type of plastic conduit and fitting. 300-2.7 TAPE. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88, respectively, as manufactured by the Minnesota Mining and Manufacturing Company, or an approved equal. The electrical installation shall conform to the requirements of the latest edition of National Fire Protection Association, NFPA-70, National Electrical Code. Copies of the National Electrical Code may be obtained from the National Fire Protection Associations, Inc., One Batterymarch Park, Quincy, Massachusetts 02269. 300-2.8 CONCRETE. Concrete shall conform to Item P-610, Structural Portland Cement Concrete, with a minimum 28-day compressive strength of 3500 PSI (unless otherwise noted) using 1-inch (25-mm) maximum size coarse aggregate, as determined by test cylinders made in accordance with ASTM C 31 and tested in accordance with ASTM C 39. 300-2.9 PANELBOARDS. Furnish and install breakers in existing panelboards as indicated on the Drawings. Breakers shall be bolted type and have available fault current interrupting capacity in order to match existing the panelboard. Single pole breakers shall be full module size; two poles shall not be installed in a single module. All multi-pole breakers shall be common trip. CONSTRUCTION METHODS 300-3.1 LOCKOUT/TAGOUT PROGRAM. The Contractor shall provide a complete copy of an electrical energy source Lockout/Tagout Program to the Owner, with copy to the Engineer. The document shall clearly identify the on-site master electricians and their contact information, including office and mobile telephone numbers. The Lockout/Tagout Program shall comply with Part 1910 — Occupational Safety and Health Standards (OSHA) Subpart S — Electrical, and meet the requirements of 29 CFR 1910.147, The Control of Hazardous Energy (Lockout/Tagout), including requirements listed in 1910.331 through 1910.335. Implementation of the Lockout/Tagout Program and all other related safety requirements are the sole responsibility of the Contractor. 300-3.2 SAFETY PROGRAM. The Contractor shall implement an electrical safety program that complies with NFPA 70E and 29 CFR 1926. Implementation of the Electrical Safety Program, determining and providing proper Personal Protective Equipment (PPE), training and enforcing personnel to wear the prescribed PPE, conducting work area safety inspections (including correcting deficiencies), and all other related safety requirements are the sole responsibility of the Contractor. All work involved in the preparation and implementation of the safety program will not be measured for separate payment, but will be considered subsidiary to the lockout/tagout bid item. I SS-300-5 300-3.3 PRECONSTRUCTION MEETING. A preconstruction meeting will be held with the Airport, Engineer and Contractor, prior to any work. Complete submittals and shop drawings will be submitted at this time for review. An equipment procurement schedule will be provided by the Contractor with an anticipated field construction start date. The progress construction schedule will be submitted for review each week and shall outline all installation, testing and demolition work. 300-3.4 GENERAL. In general, the various electrical equipment and material to be installed by the various trades under this specification shall be run as indicated, as specified herein, as required by particular conditions at the site, and as required to conform to the generally accepted standards so as to complete the work in a neat and satisfactory manner. The following is a general outline concerning the running of various systems and is to be excepted where the drawings or conditions at the buildings necessitate deviating from these standards, The drawings and specifications are complementary; any work required by one, but not by the other, shall be performed as though required by both. All conduits shall be run exposed in the equipment rooms, or run concealed as indicated. The construction details of the building are illustrated on the drawings. Each Contractor shall thoroughly acquaint himself with the details before submitting his bid as no allowances will be made because of the Contractor's unfamiliarity with these details. The electrical plans do not give exact locations, etc., and do not show all the offsets, control lines,junction boxes, and other installation details. Each Contractor shall carefully lay out his work at the site to conform to the job conditions, to conform to details of installation supplied by the manufacturers of the equipment to be installed, and thereby to provide complete operating systems. The electrical plans show diagrammatically the locations of the various electrical outlets and apparatus and the method of circulating and controlling them. Exact locations of these outlets and apparatus shall be determined by reference to the general plans and to all detail drawings, etc., by measurements at the buildings, and in cooperation with other crafts, and in all cases shall be subject to the approval of the Engineer. The Engineer reserves the right to make any reasonable change in location of any outlet or apparatus before installation,without additional cost to the Owner. These Specifications and the accompanying Drawings are intended to cover systems which will not interfere with the structure of the buildings, which will fit into the several available spaces, and which will insure complete and satisfactory systems. Each bidder shall be responsible for the proper fitting of his material and apparatus into the buildings. Should the particular equipment which any bidder proposes to install require other space conditions than those indicated on the Drawings, he shall arrange for such space with the Engineer before submitting his bid. Should changes become necessary on account of failure to comply with this clause, the Contractor shall make such changes at the Contractor's expense. Should the particular equipment which any bidder proposes to install require other installation methods, such as larger light base junction structures, etc., he shall include all such equipment and appurtenances in his bid. Should changes become necessary on account of failure to coordinate equipment requirements and comply with this clause, the Contractor shall make such changes at the Contractor's expense. SS-300-6 The Contractor shall be responsible to see that each party furnishes electrical equipment which meets the electrical requirements specified herein and that all systems work together to produce the specified operation. Where two or more units of the same kind or class of equipment are required, these shall be products of a single manufacturer; however, the component parts need not be the products of one manufacturer. Each Contractor shall submit working scale drawings of all his apparatus and equipment which in any way varies from these Specifications and Plans, which shall be checked by the Engineer and approved before the work is started, and interferences with the structural conditions shall be corrected by the Contractor before the work proceeds. Electrical equipment, such as switchgear, switchboards, panelboards, load centers and other power supply equipment, shall not be used as a common enclosure, pull box or junction box for routing conductors of different systems, unless the equipment is specifically designed for this purpose and indicated as such on the Plans. All electrical equipment shall be securely mounted as indicated in the plans, as required by the contract specifications, as required by guidelines and codes, and as required by the manufacturer using hardware compliant with the environmental conditions. Interior components of electrical enclosures shall be securely mounted using appropriate hardware within the enclosure. Adhesives or adhesive tapes/strips are not allowed and are prohibited. Electrical components, including but not limited to, relays, circuit boards, electronics, etc, shall be installed within approved enclosures. The Contractor shall keep ends of conduits, including those extending through roofs, equipment and fixtures covered or closed with caps or plugs to prevent foreign material from entering during construction. Where portions of raceways are known to be subjected to different temperatures, where condensation is a problem, and where passing from interior to exterior of a building,the portion of raceway or sleeve shall be filled with an approved material to prevent the circulation of air, prevent condensation, and prevent moisture entry. Sealing of raceways shall not occur until after the conductors and cables have been installed, tested and accepted by the Engineer. The Contractor shall install any temporary lines and connections required to maintain electric services and safely remove and dispose of them when complete. All temporary wiring shall conform to OSHA standards. Remove temporary services when work is complete. Any damage to electrical equipment caused by the Contractor shall be repaired at no cost to the Owner. All non-current carrying parts and neutrals shall be grounded as indicated on the Drawings or as required by the Codes. White and/or gray outer finish conductors may only be used as grounded conductors or neutral conductors in accordance with NEC. Install insulated green equipment grounding conductors with all feeder and branch circuits. Provide separate insulated equipment grounding conductors from grounding system to each electrical equipment, telecommunication equipment, other special electrical system equipment, and appurtenance item location in accordance with NFPA 70 and other applicable standard requirements. SS-300-7 The bidder shall inspect the site, thoroughly acquaint himself with conditions to be met and work to be accomplished. Failure to comply with this shall not constitute grounds for any additional payments. Where electrical equipment is installed that causes electrical noise interference with other systems either existing or installed under this contract, the offending equipment shall be equipped with isolating trans- formers, filters, reactors, shielding, or any other means as required for the satisfactory suppression of the interferences, as determined by the Engineer. All junction boxes, expansion joints, flexible connections, instruments and similar items requiring servicing or repairs shall be installed in an accessible location. All salvage and equipment removed by the work shall remain the property of the Owner. Material removed from the project shall be stored on the project site where and as directed. Debris shall be removed from the job site and disposed of by the Contractor. The Contractor shall maintain his work area clean and orderly at all times. Debris shall be removed promptly. The electrical system shall be thoroughly cleaned inside and outside of all enclosures to remove all metal shavings or other work debris, dust, concrete splatter, plaster, paint and lint. The Contractor shall do all excavating and backfilling made necessary by electrical work and shall remove all surplus or supply any earth required to establish the proper finished grade. The Contractor shall do all cutting and patching made necessary by electrical work, but in no case shall he cut through or into any structural member without written permission of the Engineer. All steel conduits, supports, channels, fittings, nuts, bolts, etc. shall be galvanized,corrosion-resistant type unless otherwise noted. An approved anti-seize compound shall be used on all threads to prevent equipment and thread damage. Equipment shall be installed in accordance with manufacturer's recommendation. Make all final electrical connections and coordinate all items with other trades. Correct unnecessary damage caused due to installation of work, brought about through carelessness or lack of coordination. All openings, sleeves, and holes to be properly sealed, fire proofed and water proofed. Any water leaks arising from project construction will be immediately corrected to the satisfaction of the Owner and the Engineer. 300-3.5 DUCT AND CONDUIT. Conduits shall be galvanized rigid steel unless otherwise indicated or specified. Refer to one-line diagram conduit notes for specific requirements. Conduit runs shall be one trade size continuously with no reducers allowed. Changing of conduit size is only permitted at manholes, handholes, and boxes and conduit bodies used as outlet, device,junction, or pull boxes, including approved, listed fittings with removable covers. Use an approved, listed adapter/coupling to convert to other types of conduit. Reducer couplings are not allowed. For underground service entrance, feeder and branch circuit raceways, offsets and bends over 30 degrees and elbows in Schedule 40 PVC conduit runs shall be Schedule 80 PVC conduit. Underground service entrance PVC conduits shall be concrete encased unless otherwise noted. Underground PVC conduits shall be concrete encased under driveways,roadways, parking lots and other paved areas. Non-encased conduits shall convert to concrete encased ducts under all paved areas and shall extend at least 3 feet beyond the edges of the pavement unless otherwise noted. SS-300-8 The Contractor shall provide a staked centerline or offset for the duct and manhole system - utilizing the drawings and a site inspection of the existing grounds, grades and utility crossings. The Owner and Engineer shall approve the staking plan that shall be indicated on a drawing submitted for approval before starting any excavation for the ducts. The staking plan shall indicate the proposed location, elevation and dimensions of manholes and handholes. The Engineer reserves the right to adjust duct, manhole and handhole locations and elevations before installation at no additional cost to the Owner. The bottom surface of trenches shall be essentially smooth and free from coarse aggregate. Trenches shall be backfilled and compacted in 6" layers to 90% maximum density for cohesive soils and to 100% maximum density for non-cohesive soils, as determined by ASTM D1557. The in-place field density shall be determined in accordance with ASTM D1556, D2167, or D6938. Backfilling from two directions will not be allowed. No backfilling will be accomplished without the approval of the Engineer or Resident Project Representative. The Contractor shall ensure all trenches are inspected prior to being covered and prior to encasement. Any uninspected trenches which are prematurely covered shall be exposed for inspection at the Engineer and Owner's convenience at no additional cost to the Owner. The Resident Project Representative will coordinate with the Contractor for advance scheduling of trench inspection. Install grounding-and-bonding type bushings and bonding jumpers on all service entrance conduits and on all feeder and branch circuit conduits. Use conduit bushings at each conduit termination. Where No. 4 AWG or larger ungrounded wire is installed, use insulated bushings. When EMT is allowed, utilize only steel compression fittings. Die-cast and set-screw fittings shall not be used. Use double lock nuts at each conduit termination. Use weather tight hubs in damp and wet locations. Sealing lock nuts shall not be used. Grounding continuity to rigid metal conduit shall be accomplished by grounding bushings/adapters with lugs for connection to grounding counterpoise and/or grounding electrode conductor as defined by NEC. All exposed wiring shall be run in not less than 1/2 inch (12 mm) galvanized rigid steel conduit. All conduits shall be installed to provide for drainage. Conduit shall be attached to wooden structures with galvanized pipe straps and fastened with galvanized wood screws not less than No. 8 nor less than 1-1/4 inches (31 mm) long. There shall be at least two fastenings for each 10-foot(3 m) length. Existing ducts may require clearing before use. It is the responsibility of the Contractor to locate the existing ducts, identify empty or partially empty conduits and clear the conduits as required. Where new cable is to be installed in existing duct, the full length of the duct shall be cleared of debris by mechanical means before the installation of the new cable. Acceptable methods of clearing existing ducts include "hydro jetting"and "roto-rooting." All existing cables in each re-used duct shall be replaced for the length of the duct and properly spliced in a method approved by the Engineer. Clearing of existing duct banks or conduits is incidental to the cable pay item. Dedicated ground rods shall be installed and exothermically welded to the counterpoise wire at each end of a duct bank crossing under pavement. For concrete markers, the impression of letters shall be done in a manner, approved by the Engineer, to effect a neat, professional appearance. The letters shall be stenciled neatly. After placement, all markers shall be given one coat of high-visibility aviation orange paint, as approved by the Engineer. 300-3.6 JUNCTION BOXES AND CONCRETE STRUCTURES. SS-300-9 For concrete structures, each cover and frame shall be galvanized and have a spring assisted, latching mechanism allowing one individual to open the manhole hinged cover(s) using the recessed lifting handles. Covers shall be secured by stainless steel penta-head bolts. For manholes and handholes, cables shall be well supported on the walls using heavy-duty non-metallic cable racks with multiple arms per stanchion and wide type wire ties for securing the cables. Handholes shall have at least one stanchion on each wall and manholes shall have at least two stanchions on each wall. Adjustable arms shall lock into the stanchion, Stanchion and arm lengths shall be appropriate for the manhole or handhole size and the amount of cables to be supported. At least one spare unused arm stall be installed at each stanchion position. Stainless steel hardware shall be used to securely mount and secure the cable racks to the walls. Manhole and handhole covers shall have custom legends. Coordinate exact text with the Engineer during product submittal reviews. 300-3.7 BACKFILL COMPACTION AND RESTORATION. Trenches shall be backfilled and compacted in 6" layers to 90% maximum density for cohesive soils and to 100% maximum density for non-cohesive soils, as determined by ASTM D1557. The in-place field density shall be determined in accordance with ASTM D1556, D2167, or D6938.The Contractor shall be responsible for all in-place field density testing. Backfilling from two directions will not be allowed. No backfilling will be accomplished without the approval of the Engineer or Resident Project Representative. The Contractor shall ensure all trenches are inspected prior to being covered and prior to encasement. Any uninspected trenches which are prematurely covered shall be exposed for inspection at the Engineer and Owner's convenience at no additional cost to the Owner. The Resident Project Representative will coordinate with the Contractor for advance scheduling of trench inspection. Following restoration of all trenching near airport movement surfaces, the Contractor shall thoroughly visually inspect the area for foreign object debris (FOD), and remove any such FOD that is found. This FOD inspection and removal shall be considered incidental to the pay item of which it is a component part. 300-3.8 CABLE AND UTILITY COORDINATION. The existing and the proposed locations of lighting cable are approximate. The Contractor shall be responsible for field locating and identifying the existing lighting circuits to determine their exact routing. The Contractor shall also be responsible for maintaining the lighting systems in a working condition until the new lighting circuits have been installed and tested. The Contractor shall proactively and expeditiously accomplish this cable identification work prior to performing any modifications to the lighting circuits. Coordinate identification work with the Owner and Engineer and make all corrections, additions, etc, on the as-built drawings. Underground cable and utilities exist within and adjacent to the limits of construction. An attempt has been made to locate these cables and utilities on the Plans. All existing cable and utilities may not be shown on the Plans and the location of the cables and utilities shown may vary from the location shown on the Plans. Prior to beginning of any type of excavation,the Contractor shall contact the utilities, the airport maintenance staff, FAA field personnel and other organizations as required and make arrangements for the location of the utilities on the ground. The Contractor shall maintain the cable and utility location markings until they are no longer required. The Contractor shall replace or repair any underground cable or utility that has been damaged by the Contractor during excavation to the satisfaction of the owner of the cable or utility at no additional cost to the Owner. 300-3.9 WIRING. The Contractor shall furnish all labor and materials and shall make complete electrical connections in accordance with the wiring diagram furnished with the project plans. The electrical installation shall conform to the requirements of the latest edition of National Fire Protection Association, NFPA-70, National Electrical Code. SS-300-10 Provide color coding for phase identification. Colors for 240/120V Circuits: a. Phase A: Black b. Phase B: Red C. Neutral:White Colors for 208Y/120V Circuits: a. Phase A: Black b. Phase B: Red C. Phase C: Blue d. Neutral: White Colors for 480Y/277V Circuits: a. Phase A: Brown b. Phase B: Orange C. Phase C: Yellow d. Neutral: Gray All new electrical cable shall be marked using color-coded plastic electrical tape which is specifically designed for application on polyethylene-jacketed cable. The tape shall be applied as detailed on the Plans. Marking tape shall be Scotch 35 Vinyl Plastic tape or approved equal. 300-3.10 MARKING AND LABELING. Properly identify all electrical equipment. Wire/Cable Designation Tape Markers: a. Indoor Dry Locations: UL Recognized Materials, vinyl or vinyl-cloth, self-adhesive, wraparound, self-laminating, cable/conductor markers with computer printer-generated numbers and letters, minimum 1"width. Provide Brady B-427 with thermal transfer print type, or approved equal. b. Outdoor Locations and Indoor Wet and Damp Locations: White polyolefin, non-adhesive, full circle, heat-shrinkable sleeve, cable/conductor markers with computer printer-generated numbers and letters, minimum 1"width. Provide Brady B-342 with thermal transfer print type, or approved equal. Properly identify all electrical equipment,including but not limited to the following: a. Switchgear, switchboards, and control panels. b. Main distribution panel and individual devices within it. C. Panelboards and individual devices within it. d. Safety switches and disconnects. e. Contactors and lighting control center,including all branch circuits. f. Individually mounted circuit breakers. Use permanently attached black phenolic plates with 3/8" white engraved lettering on the face of each, attached with minimum two sheet metal screws. Starters and relays connected under this Specification shall be identified whether furnished under this Specification or under other Specifications of this contract. Plates shall be indoor or outdoor rated as required by installation location. Panelboard identification plates shall indicate panel by identification name, voltage system, ampacity rating and type,AIC rating, and feeder source description. I Identify each receptacle, light switch, junction box, etc. with panelboard identification and circuit number. For all wiring device covers, use hot, stamped, or engraved machine printing with black-filled lettering on face of plate, and durable wire markers or tags inside outlet boxes. SS-300-11 w Install all identification as required by current adopted editions of the NFPA 70 - National Electrical Code and NFPA 70E -Standard for Electrical Safety in the Workplace. 300-3.11 REMOVAL AND RELOCATION OF EXISTING EQUIPMENT. The Contractor shall carefully remove all salvageable equipment as indicated on the Plans. Any equipment which is damaged during the removal operation shall be subject to a reduction in payment for removal of the equipment. All equipment which is removed during this project shall be transported to a site on the Airfield or removed from the Airfield and properly disposed of as directed by the Owner and the Engineer. The Contractor shall carefully relocate existing equipment as indicated in the Plans. Any equipment that is damaged during the relocation operation shall be replaced at no additional cost to the Owner. Any existing electrical equipment, conduit, cables, etc. that is damaged during construction shall be replaced at no additional cost to the Owner to the satisfaction of the Owner and the Engineer. 300-3.12 CERTIFICATION AND PERFORMANCE. Contractor shall provide and install new certified equipment that works reliably and efficiently with the existing equipment to remain in service. The Contractor shall provide any additional accessories and/or appurtenances required to provide fully functional electrical systems to the satisfaction of the Owner and Engineer, at no additional cost to the Owner. The Contractor shall ascertain that all electrical system components furnished are compatible in all respects with each other and the remainder of the new and existing systems. Any non-compatible components furnished by the Contractor shall be replaced at no additional cost to the Owner with a similar unit that is approved by the Engineer and compatible with the remainder of the electrical system. 300-3.13 AS-BUILT DRAWINGS. Before work is started, the Contractor shall obtain at his expense one (1) full-sized set of prints for As-Built records; the Engineer will supply the tracings at printing cost to the Contractor. The Contractor shall locate all underground and concealed work, identifying all equipment, conduit, circuit numbers, motors, feeders, breakers, switches, and starters. The Contractor will certify accuracy by endorsement. As-Built drawings shall be correct in every detail, so Owner can properly operate, maintain, and repair exposed and concealed work. The As-Built drawings shall indicate all control system labeling and marking. The Contractor shall store the As-Built drawings on the site. Drawings shall not be rolled. Make corrections, additions, etc.,with pencil, with date and authorization of change. As-Built drawings must be submitted to Engineer before project will be accepted. Minor deviations from the Plans and Specifications shall be as approved by the Engineer. Upon completion of the installation, the Contractor shall adjust the systems to the satisfaction of the Engineer. 300-3.14 TESTING. General Electrical Testing: Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification and certify compliance with test parameters. Tests shall be conducted in the presence of the Engineer and shall be to his/her satisfaction. Correct malfunctioning units on-site, where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. Perform infrared scan tests and inspections of service and power distribution equipment at the respective hangars and provide reports. Electrical equipment will be considered defective if it does not SS-300-12 pass tests and inspections. Reports shall include notations of deficiencies, remedial action taken and observations after remedial action. System and Equipment Testing: All installations shall be fully tested by continuous operation for not less than 24 hours as completed systems prior to acceptance. These tests shall include the functioning of each control not less than 10 times. Test equipment and instruments utilized by the Contractor shall have been calibrated following the manufacturer's recommended schedule to verify their accuracy prior to performing the testing work. The Contractor shall provide instrument calibration certificates on test equipment when requested by the Engineer. Retesting work due to inaccurate or defective instruments shall be performed by the Contractor to the satisfaction of the Engineer at no additional cost to the Owner. a. Megger Testing: The Contractor shall perform megger testing on each existing circuit prior to any work on the electrical system. This information shall be recorded and documented by the Contractor and submitted to the Engineer. The Contractor shall perform megger tests on each circuit after the acceptance test period. This acceptance test information shall be recorded and documented by the Contractor and submitted to the Engineer. The Contractor shall submit his initial megger test reports on the enclosed "Insulation- Resistance Test Report" form prior to any work on the electrical system. This report shall be submitted to the Engineer and approved by the Owner prior to Contractor proceeding with his work. After final acceptance testing has been completed, the Contractor shall complete and submit his final megger test reports to the Engineer and insert copies of the initial and final megger test reports in the Operation and Maintenance Manuals. Megger testing shall be performed using an insulation meter, such as a Fluke 1507 Insulation Resistance Multimeter, Ideal 61-797 Digital Insulation Meter, or approved equal having an insulation test range up to 10 Gigohms or greater. Insulation resistance testers for 600V circuits shall utilize the 1000V DC source output for testing. The test equipment shall be submitted for review and approval by the Engineer prior to performing the tests. The installations shall be tested in operation as a completed unit prior to acceptance. Tests shall include taking megger and voltage readings in accordance with manufacturer's requirements. Testing equipment shall be furnished by the Contractor. The insulation resistance to ground for 600V rated cables shall be not less than 100 Megohms when measured per NETA standards. b. Ground Rod Impedance Testing: The enclosed "Ground Rod Impedance Test Report" form shall be used and testing shall be performed in the presence of the Engineer. As-Built drawings shall indicate the location of all installed ground rods. Each ground rod shall have a unique identifier that corresponds with its submitted ground impedance test report. Three-pole fall-of-potential testers that can measure the ground resistance of a ground rod using auxiliary electrodes (staked testing), such as a Fluke 1621 Earth Ground } SS-300-13 Tester, shall be used for testing individual dedicated equipment ground rods at fixtures and equipment, or for testing isolated counterpoise ground rods not yet connected to the counterpoise wire. Clarnp-on testers that can measure the ground resistance of a ground rod without using auxiliary ground rods (stakeless testing), such as a Fluke 1630 Earth Ground Clamp Meter or approved equal, shall be used for testing counterpoise ground rods which have already been connected to the counterpoise wire, or ground ring ground rods which have already been connected to the established ground ring system. Ground impedance test equipment shall be submitted for review and approval by the Engineer prior to performing the tests. If the ground rod's impedance exceeds 25 ohms, an additional rod shall be driven in a location suitable and approved by the Engineer. However, the additional rod must satisfy the requirements of NEC 250.53 and not be less than 6 feet away from any other ground rod electrode. Additional ground rods shall not be measured for separate payment but shall be considered subsidiary to the counterpoise or respective equipment pay item. The Contractor shall perform additional tests if required and requested by the Engineer at no additional cost. The Contractor shall coordinate with the resident Engineer to approve tests daily before proceeding. The Contractor shall fill out a separate test report for each date. Test reports shall be submitted weekly to the Engineer. 300-3.15 INSPECTION FEES AND PERMITS. Obtain and pay for all necessary permits and inspection fees required for electrical installation. 300-3.16 WORK SUPERVISION. State of Texas: The electrical contractor (whether the general contractor or a subcontractor) shall be a licensed contractor in the state of Texas having an electrical classification suitable for performing the work required in these contract documents. The Contractor shall designate in writing the qualified electrical supervisor who shall provide supervision to all electrical work on this project. The minimum qualifications for the electrical supervisor shall be a master electrician as defined by Texas Electrical Safety and Advisory Board. The supervisor or his appointed alternate possessing at least a journeyman electrician license shall be on site whenever electrical work is being performed. The qualifications of the electrical supervisor shall be subject to approval of the Owner and the Engineer. All master and journeyman electricians shall be licensed in accordance with Texas Board Requirements. The website located at http://www.license.state.tx.us publishes the text of this statutory requirement. No unlicensed electrical workers shall perform electrical work on this project. Apprentice electricians in a ratio of not more than one apprentice per journeyman electrician will be allowed if the apprentices are licensed and actively participating in an apprenticeship program recognized and approved by the Texas Electrical Safety and Advisory Board. 300-3.17 TRAINING. The training classes shall be coordinated with the Owner and Engineer in advance of the final acceptance testing. Comprehensive operational and maintenance training materials shall be provided by the equipment manufacturer and the Contractor (see section 2.3 OPERATION AND MAINTENANCE DATA). a. Operations: SS-300-14 (1) Amount and length—4 hours (2) Class size—4-6 staff (3) Location—At an example of each type of gate operator (4) Provide an equipment list per this project (5) Provide training materials covering all installed equipment (6) Provide hands on troubleshooting specifics b. Maintenance (1) Amount and length—4 hours (2) Class size—4-6 staff (3) Location—At an example of each type of gate operator (4) Provide an equipment list per this project (5) Provide training materials covering all installed equipment (6) Provide hands on troubleshooting specifics C. Preventive Maintenance Program Recommendations (1) Provide an equipment list per this project (2) List failure scenarios and what to do. (3) Provide technical assistance points of contact and phone numbers. Schedule the training with the Owner at least 10 days in advance and notify the Engineer. Provide hands-on demonstrations and training of equipment components and functions, including adjusting, operating and maintaining the lighting equipment and systems. Coordinate the training schedule with the Owner in advance, so that the Owner may record the training if desired. Provide 4- hours training for the operational personnel and 4-hours training for the maintenance personnel. METHOD OF MEASUREMENT 300-4.1 The quantity of lockout/tagout procedures to be paid for shall consist of all lockout/tagout procedure work completed in place, accepted and ready for operation. BASIS OF PAYMENT 300-5.1 Payment will be made at the contract unit price for each complete item, measured as provided above, and accepted by the Engineer. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item to the satisfaction of the Engineer. Payment will be made under: Item SS-300-5.1 Lockout/Tagout Procedures—per Lump Sum MATERIAL REQUIREMENTS Fed.Spec.J-C-30 Cable and Wire, Electrical(Power, Fixed Installation) { Fed. Spec. W-C-1094 Conduit and Conduit Fittings; Plastic, Rigid Fed. Spec. W-P-115 Panel, Power Distribution Fed. Std. 595 Colors SS-300-15 Underwriters Rigid Metal Conduit Laboratories Standard 6 Underwriters Fittings for Conduit and Outlet Boxes Laboratories Standard 514 Underwriters Laboratories Schedule 40 and 80 Rigid PVC Conduit(for Direct Burial) Laboratories Standard 651 Underwriters Intermediate Metal Conduit Laboratories Standard 1242 CFR 1910 Occupational Safety and Health Regulations CFR 1926 Safety and Health Regulations for Construction ANSI/IEEE C2 National Electrical Safety Code NFPA 70 National Electrical Code(NEC) NFPA 70E Standard for Electrical Safety in the Workplace NFPA 101 Life Safety Code NFPA 780 Standard for the Installation of Lightning Protection Systems 29 CFR 1910 Occupational Safety and Health Standards (OSHA) 29 CFR 1926 Safety and Health Regulations for Construction Jaquith Industries, Inc. The Design, Installation, and Maintenance of In-Pavement Airport Lighting FAA ADVISORY CIRCULARS AC 150/5300-13 Airport Design AC 150/5340-18 Standards for Airport Sign Systems AC 150/5340-26 Maintenance of Airport Visual Aid Facilities AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-3 Specification for L-821 Panels for Control of Airport Lighting AC 150/5345-5 Specifications for Airport Lighting Circuit Selector Switch AC 150/5345-7 Specification for L-824 for Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-10 Specification for Constant Current Regulators and Regulator Monitors SS-300-16 AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-28 Standard for Precision Approach Path Indicator(PAPI) Systems AC 150/5345-39 Specification for L-853 Runway and Taxiway Retroreflective Markers AC 150/5345-42 Specification for Airport Light Base and Transformer Housings, Junction Boxes, and Accessories AC 150/5345-44 Specification for Taxiway and Runway Signs AC 150/5345-46 Specification for Runway and Taxiway Light Fixtures AC 150/5345-47 Isolation Transformers for Airport Lighting Systems AC 150/5346-49 Specification L-854, Radio Control Equipment AC 150/5345-51 Specification for Discharge-Type Flashing Light Equipment AC 150/5345-53 Airport Lighting Equipment Certification Program AC 150/5345-56 Specification for L-890 Airport Lighting Control and Monitoring System (ALCMS) END OF ITEM SS-300 i SS-300-17 3 i INSULATION RESISTANCE TEST REPORT Owner/Sponsor: Engineer: Garver LLC Airport: Contractor: Project Title: Garver Project Number: Vault ID/Location: Date Initial/Final Tests: Weather/Site Conditions(Initial Test): Last Two Weeks of Rain: inches Weather/Site Conditions(Final Test): Last Two Weeks of Rain: inches Initial Test Results i Final Test Results Circuit Designation Regulator i Megger Reading Before ; Regulator Megger Reading After and Color Code Size(kW) Field Work (Megohms) i Size (kW) Field Work (Megohms) 1 2 3 4 5 6 Tested By: Test Equipment: Engineer Witness: Owner/Sponsor Witness: Provide signature/date and manufacturer/model no. as required in the fields above. Initial Test Record—Owner Disposition Owner/Sponsor: (Signature and Date) Check one only: ❑ Proceed with Installation ❑ Hold SS-300-18 GROUND ROD IMPEDANCE TEST REPORT Owner/Sponsor: Engineer: Garver, LLC Airport: Contractor: Project Title: Garver Project Number: Date: Weather/Site Conditions: Fall-of-Potential Style Tester(F): Manufacturer: Model#: Clamp-On Style Tester(C): Manufacturer: Model#: Test Impedance Test Impedance Ground Rod# Equipment Value Ground Rod# Equipment Value Style F or C Ohms Style F or C Ohms Tested By: Engineer Witness: Provide signature/date in the fields above. Page of SS-300-19 ITEM SS-301 ELECTRICAL DEMOLITION WORK DESCRIPTION 301-1.1 This item shall consist of the removal and satisfactory disposal of existing racks, pads, equipment, and other incidentals, all of which are not designated or permitted to remain, in accordance with this specification, the referenced specifications and drawings, and applicable advisory circulars. This work shall include the removal of indicated equipment, materials, and incidentals necessary for a complete item removal, including all restoration work, as a completed unit to the satisfaction of the Engineer. 301-1.2 The Contractor shall maintain current copies of all referenced and applicable advisory circulars on the job site. The Contractor is responsible to make known to the Engineer any conflict between plans and specifications that he observes or of which he is made aware. MATERIALS 301-2.1 All backfill and repair materials used in electrical demolition, repair and restoration work shall comply with the referenced specifications and be approved by the Engineer. Airport lighting equipment and materials shall meet the requirements outlined in Item SS-300. CONSTRUCTION METHODS 301-3.1 GENERAL. No demolition shall be started until the removal and/or relocation work has been laid out and approved by the Engineer. All material shall be disposed of off-site. All hauling and disposal will be considered a necessary and incidental part of the work. Hauling cost shall be considered by the Contractor and included in the contract unit price for the pay of items of work involved. No payment will be made separately or directly for hauling on any part of the work. The Contractor shall remove all existing underground cable, which is unused or rendered unusable by this project, when such is exposed or made accessible during the course of this work. All such wiring removed shall become property of the Contractor and shall be immediately removed from the project. Wiring in conduit shall be removed as indicated or if new wiring is shown to be installed in its place. Existing wiring shall not be reused or reinstalled unless otherwise noted. Wiring not exposed shall be abandoned in place, if a reasonable effort will not remove it. No measurement or payment will be made for this cable removal work. Damage to turf or other systems will not be permitted in order to salvage or retrieve existing cable. Any damage to electrical equipment, systems, structures, conduits, cables, and accessories or other utilities, designated to remain in place, shall be repaired or replaced expeditiously at no additional cost to the Owner and to the satisfaction of the Owner and Engineer. Holes, ditches, or other abrupt changes in elevation caused by the removal operations that could obstruct drainage or be considered hazardous or unsightly shall be backfilled, compacted, and left in a workmanlike condition. Trenches or voids resulting from the removal or demolition of existing electrical equipment or other structures shall be filled with approved material placed in layers in accordance with Item SS-300. Concrete foundations and pads to be removed shall be obliterated full depth. 301-3.2 REMOVAL OF EQUIPMENT. Light fixtures and other equipment which are to be removed shall be carefully excavated. All concrete bases and concrete anchors shall be removed by the Contractor. The removed electrical equipment shall then be given to the Owner, or properly disposed of if so directed by the Owner. The ground in the area of the removed electrical equipment shall be backfilled and properly SS-301-1 compacted. 301-3.3 REMOVAL OF EXISTING EQUIPMENT. The Contractor shall carefully remove all salvageable equipment as indicated in the plans. Any equipment that is damaged during the removal and/or relocation operation shall be subject to a reduction in payment for removal and/or relocation of the equipment. All equipment that is removed during this project shall be transported to a site on the Airfield or removed from the Airfield and properly disposed of as directed by the Owner and the Engineer. 301-3.4 EXISTING EQUIPMENT TO REMAIN. Contractor shall remove existing concrete bases and shall backfill and compact these areas to match existing. The electrical power circuit shall be field located and extended to the new installation location unless otherwise noted in the Plans. Coordinate the extension of the electrical service with the extension of the electrical duct serving the equipment and install duct, splice and cable markers to mark the new complete route. Refer to the plans for additional installation requirements concerning the relocation of existing lights, signs, systems and incidentals. METHOD OF MEASUREMENT 301-4.1 The quantity of electrical work, demolished to be paid for under this item shall be measured lump sum, consisting of the complete demolition work as detailed in the Plans and these Specifications, and accepted as completed electrical demolition work to the satisfaction of the Engineer. This work consists of all demolition work that is not paid separately by other items, including but not limited to conduit, wire, panelboards, handholes, pull boxes, concrete pads, connections, connectors, grounding and other appurtenances to be demolished and removed in order to complete the demolition work to the satisfaction of the Engineer. BASIS OF PAYMENT 301-5.1 Payment will be made at the contract unit price for each complete item, measured as provided above, and accepted by the Engineer. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item to the satisfaction of the Engineer. Payment will be made under: Item SS-301-5.1 Existing Gate 1 Equipment, Removed—per Lump Sum Item SS-301-5.2 Existing Gate 2 Equipment, Removed—per Lump Sum Item SS-301-5.3 Existing Gate 5 Equipment, Removed—per Lump Sum Item SS-301-5.4 Existing Gate 16 Equipment, Removed—per Lump Sum Item SS-301-5.5 Existing Gate 26 Equipment, Removed—per Lump Sum Item SS-301-5.6 Existing Gate 27 Equipment, Removed—per Lump Sum Item SS-301-5.7 Existing Gate 33 Equipment, Removed—per Lump Sum Item SS-301-5.8 Existing Gate 35 Equipment, Removed—per Lump Sum Item SS-301-5.9 Existing Gate 19 Equipment, Removed—per Lump Sum END OF ITEM SS-301 SS-301-2 ITEM SS-350 AUTOMATIC GATE OPERATORS DESCRIPTION 350-1.1 This item shall consist of furnishing and installing gate operator systems, in accordance with this specification, the referenced specifications and drawings, and applicable security regulations. The systems shall be installed at the locations and in accordance with the dimensions, design and details shown on the plans. This work shall include the furnishing of all equipment, materials, services, and incidentals necessary to place it in operating condition as a completed unit to the satisfaction of the Engineer. EQUIPMENT AND MATERIALS 350-2.1 GENERAL. a. All equipment and materials covered by the referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification as requested by the Engineer. All equipment and materials in this specification shall meet the requirements and be installed in accordance with the supplemental specifications. All equipment and materials shall be new and meet applicable manufacturer's standards. All electrical components shall be UL listed products, including gate operator standards UL 325 and UL 991 (latest editions). b. Automatic gate operator equipment shall be provided from one manufacturer for the gate operator system, infrastructure for access control by others, transmitter safety edge package, and loop detectors and loops. The intent of this requirement is to minimize maintenance and spare parts efforts by the Owner for the new equipment. Provide the services of a factory-authorized service representative to supervise the field assembly and connection of components and the pre-testing, testing, and adjustment of the system. The specific type of gate operator shall have been in production for a period of not less than three years. C. All materials for gate construction shall meet the requirements of Item F-162 Chain-Link Fences, SS-242 Ornamental Steel Fence, and the Drawings. d. Gate electrical equipment and materials shall meet the requirements outlined in Item SS- 300. 350-2.2 SLIDING GATE OPERATOR. Provide a vehicular sliding gate operator systems with all required accessories for a complete installation. For all automatic gates operated by hydraulic motor: a. The gate operator shall be a Class III industrial, variable speed, sliding gate operator for smooth actuation of the cantilevered sliding gate where indicated that is rated for handling gates up to 1000 pounds and up to 30' in length. Submit complete data showing the overall combined weight and length of the proposed gate with accessories for coordination with the selected gate operator system. b. All microprocessor based controls shall be mounted in lockable, weatherproof housing. C. Gates 2, 19, 26, and 33 shall have a minimum speed of one foot per second. d. Gates 27and 35 shall have a minimum speed of 1.7 feet per second. e. Soft start and soft stop function. Stopping, starting, and reversing shall be done electrically, not hydraulically. f. Fail secure operation required. g. The continuous duty type, electric motor shall be minimum 1 horsepower for one foot per second operators and 2 horsepower for 1.7 feet per second operators with voltage and phase as indicated on the plans. Submit complete data showing the power requirements for the system. SS-350-1 h. The operator shall be supplied with cooling fan, relays, thermal overload protection, circuit breaker disconnect switch, power on/off switch, reset switch, convenience outlet, surge suppression, heater kit with thermostat, and other appurtenances required for a complete system. i. Drive for the gate shall be by means of a hydraulic motors and drive rail; gate movement shall not utilize sprocket and chain acting directly on the gate. j. Limit switches shall be operated by means of concealed cams mounted on the gate to control the gate travel. k. Operator shall have manual disconnect means for secure and easy manual operation during power failure or emergency from either the landside or the airside. Landside access shall be through securely-locked access cabinet. 1. Five year warranty. For all automatic gates operated by chain drive: a. The gate operator shall be a Class 111 industrial, variable speed, sliding gate operator for smooth actuation of the cantilevered sliding gate where indicated that is rated for handling gates up to 1000 pounds and up to 30' in length. Submit complete data showing the overall combined weight and length of the proposed gate with accessories for coordination with the selected gate operator system. b. All microprocessor based controls shall be mounted in lockable, weatherproof housing. C. Gate 5 shall have a minimum speed of one foot per second. d. Soft start and soft stop function. Stopping, starting, and reversing shall be done electrically, not hydraulically. e. Fail secure operation required. f. The continuous duty type, electric motor shall be minimum 1/2 horsepower with voltage and phase as indicated on the plans. Submit complete data showing the power requirements for the system. g. The operator shall be supplied with cooling fan, relays, thermal overload protection, circuit breaker disconnect switch, power on/off switch, reset switch, convenience outlet, surge suppression, heater kit with thermostat, and other appurtenances required for a complete system. h. Drive for the gate shall be by means of a sprocket and chain acting directly on the gate; gate movement shall not utilize hydraulic motors or drive rail. i. Limit switches shall be operated by means of concealed cams mounted on the gate to control the gate travel. j. Operator shall have manual disconnect means for secure and easy manual operation during power failure or emergency. k. Five year warranty. For all automatic gates (Gates 1 and 16)operated by linear induction: a. The gate operator shall be a Class III industrial, sliding gate operator for smooth actuation of the cantilevered sliding gate where indicated that is rated for handling gates up to 1000 pounds and up to 30' in length. Submit complete data showing the overall combined weight and length of the proposed gate with accessories for coordination with the selected gate operator system. b. All microprocessor based controls shall be mounted in lockable, stainless steel, corrosion- resistant,weatherproof housing. C. Adjustable solid state speed control shall be initially set at approximately four feet per second for opening of the gate and eight feet per second for closing of the gate. d. Stopping, starting, and reversing shall be done electrically, not hydraulically. e. The electric motor shall be linear induction motor with voltage and phase as indicated on the plans. The operator shall be supplied with cooling fan, relays, thermal overload protection, circuit breaker disconnect switch, reset switch, convenience outlet, surge suppression, heater kit with thermostat, and other appurtenances required for a complete system. SS-350-2 f. Provide gate operator with PLC memory retention ability as indicated on the plans. This feature shall allow the gate operator to track the position of the gate during generator transfer periods. g. Drive for the gate shall be by means of linear induction motor acting on a reaction fin. The reaction fin is installed along the length of the gate; gate movement shall not utilize hydraulic motors, drive rail, or chain drive. h. Limit switches shall be operated by means of concealed cams mounted on the gate to control the gate travel. i. Operator shall have manual disconnect means for secure and easy manual operation during power failure or emergency from either the landside or the airside. Landside access shall be through securely-locked access cabinet. j. Five year warranty. 350-2,3 PRIMARY AND SECONDARY SAFETY PROTECTION PACKAGE. A complete primary and secondary entrapment protection package shall be installed on the gate to cause the gate to reverse if the gate strikes an object in its path. This package shall include transmitter, edge, contacts, sensors, receiver and all required appurtenances for complete installation. 350-2.4 VEHICLE LOOP DETECTOR AND LOOP DETECTOR WIRE. The vehicle loop detector shall be an electronic device that will detect the presence and motion of vehicles that pass over a sensing loop embedded in the pavement. When a vehicle passes over the sensing loop, the detector produces a signal that activates the gate operator. The detector shall be an automatic tuning type with minimum 3 sensitivity levels plus sensitivity boost, minimum 3 frequency settings, and relay outputs as required. The detector shall test for loop faults. Provide loop detector equipment with all required accessories for a complete installation. The loop detector wire shall be #18 AWG, stranded, copper wire, 600 Volt, Type XLPE insulated and UL listed. Provide matching asphalt or concrete sealant as required. 350-2.5 TIMERS, Timers shall include maximum run and auto close timers. The auto close timer shall be used to close the gate after a pre-set delay. The delay shall be adjustable and set as directed by the Owner and Engineer during testing. 350-2.6 ACCESS CONTROL SYSTEM. Access control system shall be provided by others. 350-2.7 POWER CONTROL AND COMMUNICATION SURGE PROTECTION. Each gate operator shall be equipped with a surge protection module on the incoming AC power lines. The unit shall have LED indication on the integrity of the unit. Modules shall be rated 120/240 volt, 1 phase, 3 wire and the surge suppression shall be UL 1449 Second Edition Listed. Furnish and install low voltage, surge suppression modules on all control and communication lines to protect all equipment at both ends. 350-2.8 WIRE. Control wiring shall be minimum #18 AWG twisted shielded pair. Furnish and install all power, control and communication conductors and cables as required in accordance with the manufacturer's shop drawings and make all final connections. 350-2.9 EMERGENCY ACCESS DEVICE. Provide emergency access devices on gates with access controls at the locations identified in the plans and as required by the Authority Having Jurisdiction (AHJ). This key switch device must be approved by the Engineer and the AHJ (City of Ft. Worth Fire Department) prior to installation. Coordinate these specific requirements with the AHJ and include these items within the gate operator submittals and shop drawing package. CONSTRUCTION METHODS 350-3.1 GENERAL. The gate operating system shall be installed at the locations shown on the plans. The gate systems shall include all necessary items to provide a fully functional unit. The Contractor shall submit a dimensioned layout plan with conduit placements shown for all components to the Engineer for approval. SS-350-3 I 350-3.2 PRECONSTRUCTION MEETING. A preconstruction meeting will be held with the Owner, Engineer, Contractor, Electrical Subcontractor and an experienced field representative of the gate operator system equipment. This meeting shall be held before any rough-in work begins on site in order to review the plans, to explain details or precautions necessary to assure that all gate operator equipment, including general layout and loop layout requirements, will work properly, and to determine that all required conduits and wiring are properly laid out. Scaled plan layout drawings of all equipment shall be submitted for review and approval prior to any work. 350-3.3 COORDINATION. The Contractor shall examine all phases of the work as shown on the drawings and as specified herein. The Contractor shall coordinate between the various trades such that the work will be performed in an orderly and efficient manner. 350-3.4 SCHEDULE OF WORK. All work shall be accomplished during the working time specified. The Contractor shall accomplish his work in such a manner to meet scheduled completion dates and to avoid delaying other trades. Due to the nature of some work and the Owner's operating schedule, work may have to be performed on weekends or late night. No additional costs to the Owner for this work schedule will be considered. Any work that requires an electrical outage or which might reasonably cause an unintentional electrical outage of the airport terminal shall be performed between midnight and 4:00 a.m. and full service restored by 4:00 a.m. All electrical outages shall be scheduled and coordinated with the Airport Manager. Ten- (10) day written notice shall be required before initiating of an outage with twenty-four(24) hour verbal notice also required before initiating an outage. In the written Notice, the Contractor shall state the date of the proposed outage, time of start, approximate time of completion and purpose of the outage. The Airport Manager retains the right to cancel any outage and may order the Contractor to restore the system in case of an emergency. 350-3.5 PROTECTING OF MATERIALS. The Contractor shall provide proper storage as required to adequately protect all materials stored at the job site. Failure to comply with this requirement may be cause for the rejection or replacement of some or all of the materials. 350-3.6 WORKMANSHIP. Work shall be performed neatly and carefully by craftsmen skilled in the trade involved. Faulty or careless work will not be accepted. Unacceptable work shall be corrected by the Contractor at no charge to the Owner. 350-3.7 SPLICING. Connections shall be made by experienced personnel. All splicing shall be done in splice boxes or junction boxes. No splices are allowed in conduit. Underground splices shall be waterproof poured resin type as manufactured by 3-M or approved equal. 350-3.8 INCIDENTALS. The Contractor shall provide all items incidental to the work as shown or required to complete the installation. 350-3.9 SAFETY. It is incumbent on the Contractor to maintain the integrity of the airport electrical system for safe and reliable operation. The Contractor shall take necessary precautions to avoid damage to electric utilities, telephone circuits, and other cables. Any utility damage done by the Contractor shall be repaired as directed by the Utility's Owner or Engineer at no cost to the Owner. 350-3.10SURGE PROTECTION. Provide surge suppression devices to protect all power, control and signal lines on all equipment. 350-3.11 GATE OPERATOR INSTALLATION. The Contractor shall install each gate operator as shown on the plans and in accordance with the manufacturer's requirements. Any installation method differing from those shown on the plans shall be approved by the Engineer in writing prior to construction. SS-350-4 Concrete pads shall be 24" in depth. Each pad shall have'/" x 6" L bolts embedded in the concrete with a minimum of 1" of bolt protruding above the concrete surface or by means of 1/2 inch wedge anchors with 4 to 6 inch penetration. Each pad shall be finished smooth and level. Each gate operator shall be secured to the pad. All conduits entering each gate operator shall be attached to the gate operator using double lock nuts and grounding bushings. Each gate operator shall be effectively grounded to a dedicated 3/4" x 10' copper clad steel ground rod below grade. 350-3.12VEHICLE DETECTOR INSTALLATION. The Contractor shall cut the pavement grooves for the detector loop installation to match dimensions shown on the plans. The lead wires to the detector at the gate operator shall be twisted together. The complete vehicle detector shall be checked for proper operation before sealing pavement cuts. The loop detectors at the gate operator shall be adjusted per manufacturer's instructions. 350-3.13 GATE OPERATOR MISCELLANEOUS. a. Wiring. All power wiring shall be copper conductor with 600V, Type THHN/THWN-2 insulation and shall be of the sizes indicated on the plans. All control wiring shall be copper. Before installation of wiring, conduits shall be mandreled to remove all debris from conduits. No splices or connections shall be allowed inside conduit. The Contractor shall furnish all necessary labor and materials and shall make complete aboveground electrical connections. b. Underground Conduit Installation. Underground conduit shall be installed at the locations shown on the plans and as detailed on the plans. Where conduit is installed under existing pavement, pavement shall be restored to original conditions as detailed on the plans. C. Exposed Conduit Installation. Exposed conduit of the sizes shown shall be installed at the locations indicated on the plans. All exposed conduit shall be galvanized rigid steel (GRS) unless otherwise noted. All conduits shall be installed to provide for drainage. Bends shall be either factory made or field bent with bending machine intended for that use. Conduit shall be supported at a minimum of 10 foot intervals with malleable iron conduit straps. Perforated iron strap or tie-wire will not be allowed for conduit support. Transition from exposed to underground conduit shall be made using long sweep 90- degree bends. Where conduit changes from rigid steel to PVC conduit, suitable PVC-to-steel adapters shall be used. Crushed or deformed conduit shall not be used. Grounding bushings shall be installed on all GRS conduits and connected to the grounding system. d. Switches. Switches shall be heavy-duty enclosed safety switches (when available in manufacturers catalog) of the sizes indicated on the plans. Switches shall be non-fusible sized as indicated on the plans. Switches shall have a neutral bus. Switches shall be installed at the locations shown on the plans and as required for disconnecting means on the gate operator. e. Power Service. The Contractor shall furnish and install the necessary labor, materials, methods and excavation if required to allow installation of the electrical power supply to the gate systems shown. This shall include circuit breakers in existing panels, panels, boxes, conduit adapters, finishing new wires in new and existing conduits, and re-sealing waterproof entries as required. The Contractor shall determine the location and type of power available and shall reflect all equipment, installation and labor to utilize the existing power source in his bid price. f. Connections. The Contractor shall install the equipment and make all connections in accordance with these Plans and Specifications. Electrical power and materials as called for in the plans shall be brought to and connected with the parking gates and traffic control units in accordance with the manufacturer's requirements. Provide and install control and signal wiring and make final connections to all equipment. g. Materials. All equipment and materials shall be installed in accordance with the plans and the manufacturer's recommended instructions and specifications. SS-350-5 h. Adjustments. Adjust and tune system and test components, wiring, and functions to verify that system is fully operational. Replace malfunctioning or damaged items. Retest until satisfactory performance and conditions required are achieved, including but not limited to, proper operation of equipment and controls. 350-3.14 REMOVAL OF EXISTING EQUIPMENT. The Contractor shall carefully remove all salvageable equipment as indicated in the plans. Any equipment that is damaged during the removal and/or relocation operation shall be subject to a reduction in payment for removal and/or relocation of the equipment. All equipment that is removed during this project shall be transported to a location on site or removed from the site and properly disposed of as directed by the Owner and the Engineer. 350-3.15 TRAINING, Provide the services of a factory-authorized service representative to demonstrate the system and train Owner's maintenance personnel in the procedures and schedules involved in operating, troubleshooting, servicing, and preventive maintenance of the system. Provide a minimum of one day (8 hours) of technician training at a time coordinated with the Owner. Schedule the training with the Owner at least 10 days in advance and notify the Engineer. 350-3.16 TESTING. The Contractor shall furnish all the necessary labor and equipment for testing the following work: a. Power wiring 600 volts and less. Make insulation tests with a "Megger," demonstrate that neither short circuits nor ground faults exist, and that wiring complies with NEC. Megger testing shall be performed in the presence of the Owner. Contractor shall document and submit megger test reports that include the equipment name, phase or wire number and all observed values for each wire. The Contractor shall perform additional megger tests if required and requested by the Owner at no additional cost. b. Put entire electrical system in operation, test all equipment, test all safety devices, remedy all defects, and make all necessary adjustments. Demonstrate that the entire system functions satisfactorily, as specified, as indicated, and as approved. C. Schedule and perform an acceptance test of the system for proper operation with the Owner and Engineer. The system equipment shall be considered acceptable after being 100 percent operational and after having performed satisfactorily for fourteen (14) continuous business days with no down time, d. The installation shall be tested in operation as a completed unit prior to acceptance. Tests shall include taking megger and voltage readings. Testing equipment shall be furnished by the Contractor. Tests shall be conducted in the presence of the Engineer and shall be to his/her satisfaction. e. The Contractor shall conduct a final acceptance operating test for two weeks of continuous duty before acceptance. Failure to complete the tests will require restarting the test without use of any spare parts. Two failures will be reason to reject the entire gate operator and access control system at no cost to the Owner. 350-3.17 WARRANTY. The manufacturer shall furnish his recommended spare parts, installation manual, instruction manual, maintenance manuals, and input voltage surge protection. The system shall be warranted for one year from acceptance of the project. Any failure which occurs in the warranty period shall be replaced by new factory tested assemblies at no additional cost to the Owner. METHOD OF MEASUREMENT 350-4.1 The quantity of electrically operated gates, to be measured under this item, shall be the number of each installed, as completed and accepted units in place, ready for operation, and accepted by the Engineer. The installation shall include gate, operator, vehicle loops and detectors, access control SS-350-6 infrastructure, primary and secondary safety package equipment, surge suppression devices, panels, circuit breakers, boxes, all required conduits and wiring, concrete pads, bollards, and all other required appurtenances. Cable, conduit and trenching required shall be considered subsidiary to the electrically operated gate installation and will not be measured for separate payment. BASIS OF PAYMENT 350-5.1 Payment will be made at the contract unit price for each complete item, measured as provided above, and accepted by the Engineer. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item to the satisfaction of the Engineer. Payment includes installation of access control infrastructure, installation of vehicle detectors and loops, installation of safety edge equipment, concrete pads, bollards, asphalt removal/repair work, and all required electrical power equipment, conduit and wiring as shown on the plans. Payment will be made under: Item SS-350-5.1 Gate 1 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum Item SS-350-5.2 Gate 2 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum Item SS-350-5.3 Gate 16 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum Item SS-350-5.4 Gate 26 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum Item SS-350-5.5 Gate 27 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum Item SS-350-5.6 Gate 33 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum Item SS-350-5.7 Gate 35 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum Item SS-350-5.8 Gate 19 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum Item SS-350-5.9 Gate 5 Automatic Sliding Cantilever Gate and Operator System, Installed—per Lump Sum MATERIAL REQUIREMENTS UL 325 Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems UL 991 Standard for Tests for Safety-Related Controls Employing Solid State Devices ASTM F2200 Standard Specification for Automated Vehicle Gate Construction END OF ITEM SS-350 SS-350-7 i AC 150/5370-10G 7/21/2014 ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS DESCRIPTION 701-1.1 This item shall consist of the construction of pipe culverts and storm drains in accordance with these specifications and in reasonably close conformity with the lines and grades shown on the plans. MATERIALS 701-2.1 Materials shall meet the requirements shown on the plans and specified below. 701-2.2 PIPE. The pipe shall be of the type called for on the plans or in the proposal and shall be in accordance with the following appropriate requirements: ASTM F794 Standard Specification for Poly(Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter 701-2.3 CONCRETE. Concrete for pipe cradles shall have a minimum compressive strength of 2000 psi at 28 days and conform to the requirements of ASTM C94. 701-2.4 RUBBER GASKETS. Rubber gaskets for rigid pipe shall conform to the requirements of ASTM C443. Rubber gaskets for PVC pipe, polyethylene, and polypropylene pipe shall conform to the requirements of ASTM F477. Rubber gaskets for zinc-coated steel pipe and precoated galvanized pipe shall conform to the requirements of ASTM D1056, for the "RE" closed cell grades. Rubber gaskets for steel reinforced thermoplastic ribbed pipe shall conform to the requirements of ASTM F477. 701-2.5 JOINT MORTAR. Pipe joint mortar shall consist of one part Portland cement and two parts sand. The Portland cement shall conform to the requirements of ASTM C150, Type I. The sand shall conform to the requirements of ASTM C144. 701-2.6 JOINT FILLERS. Poured filler for joints shall conform to the requirements of ASTM D6690. 701-2.7 PLASTIC GASKETS. Plastic gaskets shall conform to the requirements of AASHTO M198 (Type B). 701-2.8. CONTROLLED LOW STRENGTH MATERIAL (CLSM). CLSM is not allowed required. Contractor shall receive approval from the engineer to use CLSM. CONSTRUCTION METHODS 701-3.1 EXCAVATION. The width of the pipe trench shall be sufficient to permit satisfactory jointing of the pipe and thorough tamping of the bedding material under and around the pipe, but it shall not be less than the external diameter of the pipe plus 6 inches on each side. The trench walls shall be approximately vertical. I The Contractor shall comply with all current Federal, state and local rules and regulations governing the safety of men and materials during the excavation, installation and backfilling operations. Specifically, the Contractor shall observe that all requirements of the Occupational Safety and Health Administration(OSHA) D-701-1 AC 150/5370-10G 7/21/2014 relating to excavations, trenching and shoring are strictly adhered to. The width of the trench shall be sufficient to permit satisfactorily jointing of the pipe and thorough compaction of the bedding material under the pipe and backfill material around the pipe, but it shall not be greater than the widths shown on the plans trench detail. The trench bottom shall be shaped to fully and uniformly support the bottom quadrant of the pipe. Where rock, hardpan, or other unyielding material is encountered,the Contractor shall remove it from below the foundation grade for a depth of at least 8 inch or 1/2 inch for each foot of fill over the top of the pipe (whichever is greater) but for no more than three-quarters of the nominal diameter of the pipe. The excavation below grade shall be backfilled with selected fine compressible material, such as silty clay or loam, and lightly compacted in layers not over 6 inches in uncompacted depth to form a uniform but yielding foundation. Where a firm foundation is not encountered at the grade established, due to soft, spongy, or other unstable soil, the unstable soil shall be removed and replaced with approved granular material for the full trench width. The Engineer shall determine the depth of removal necessary. The granular material shall be compacted to provide adequate support for the pipe. The excavation for pipes placed in embankment fill shall not be made until the embankment has been completed to a height above the top of the pipe as shown on the plans. 701-3.2 BEDDING.The pipe bedding shall conform to the class specified on the plans.The bedding surface for the pipe shall provide a firm foundation of uniform density throughout the entire length of the pipe. When no bedding class is specified or detailed on the plans, the requirements for Class C bedding shall apply. a. Rigid Pipe. GlaGs A bedding 611-211 GAGIAGiSt A-f a GentiRyeus GGAG-R-948 Pradle GGRferming te the plaR details: Class B beddiRg shall GeRsist of a bed ef gFaRU'aF material having a thiGkRess ef at least 6 iRGhes bele the bettem ef the pipe and extending up aFe1JRd the pipe fer a depth ef Ret less thaR 0 of the pipe's veFtiGal outside diameteF. The layer Gf beddiRg material shall be shaped te fit the pipe fGr at least 0 the Ope's vertar_,al dia.m.eter and shall have FeGesses shaped te FeGeiVe thp- bell A-f bell and spigGt pipe. The opassing a re than 10,14 passing a NG. 200 Glass G beddiRg shall Gensist ef h-ed-d-ing the pipe iR its n.atur_al feuRdatiGR material to a depth ef net less than 1014 Gf the pipe's ve-Ftir-,al diameter. The bed- shall be 6haped te fit the pipe and shall have h Flexible Pipe. Per flexible pope, the bed shall be reughly shaped tG fit the pipe, and a bedding 4,q 4- 4- 2- 2-1/2 -4-22-1/2 2-112 D-701-2 AC 150/5370-10G 7/21/2014 c. PVC, Polyethylene, and Polypropylene Pipe. For PVC, polyethylene, and polypropylene pipe, the bedding material shall consist of coarse sands and gravels with a maximum particle size of 3/4 inches. For pipes installed under paved areas, no more than 12% of the material shall pass the No. 200 (0.075 mm)sieve. For all other areas, no more than 50% of the material shall pass the No. 200(0.075 mm)sieve. The bedding shall have a thickness of at least 6 inches below the bottom of the pipe and extend up around the pipe for a depth of not less than 50% of the pipe's vertical outside diameter, 701-3.3 LAYING PIPE. The pipe laying shall begin at the lowest point of the trench and proceed upgrade. The lower segment of the pipe shall be in contact with the bedding throughout its full length. Bell or groove ends of rigid pipes and outside circumferential laps of flexible pipes shall be placed facing upgrade, Paved or partially lined pipe shall be placed so that the longitudinal center line of the paved segment coincides with the flow line. Elliptical and elliptically reinforced concrete pipes shall be placed with the manufacturer's reference lines designating the top of the pipe within five degrees of a vertical plane through the longitudinal axis of the pipe. 701-3.4 JOINING PIPE. Joints shall be made with (1) Portland cement mortar, (2) Portland cement grout, (3) rubber gaskets, (4) plastic gaskets, or(5) coupling bands. Mortar joints shall be made with an excess of mortar to form a continuous bead around the outside of the pipe and shall be finished smooth on the inside. Molds or runners shall be used for grouted joints to retain the poured grout. Rubber ring gaskets shall be installed to form a flexible watertight seal. Exterior pipe joint sealers shall be installed as directed by the manufacturer. Of jE)iRiRg pope SeGt*GRG shall be se the ends area fully enteFed and the iRReF SUFfaGeS are reaGGRably flush b. Metal Pipe. Metal pipe shall be firmlyjoined byfbrRq fit�iRg bandS GGRf49FMiRg te the FequiFements ef AST-M A76-n- f4-)r iste,91 Pipe and AASHT-Q M!96 for aluminum pipe-. c. PVC, Polyethylene,and Polypropylene Pipe. Joints for PVC, Polyethylene, and Polypropylene pipe shall conform to the requirements of ASTM D3212 when watertight joints are required. Joints few and PelyethyleRG Pipe Shall GGRf49FM te the requirements Af AASHTQ A4304 heR Sew! tight jGiRtS are requ red. Fittings for polyethylene pipe shall conform to the requirements of AASHTO M252 or ASTM M294. Fittings for polypropylene pipe shall conform to ASTM F2881, ASTM F2736, or ASTM F2764. 701-3.5 BACKFILLING. Pipes shall be inspected before any backfill is placed; any pipes found to be out of alignment, unduly settled, or damaged shall be removed and relaid or replaced at the Contractor's expense. i Material for backfill shall be fine, readily compatible soil or granular material selected from the excavation or a source of the Contractor's choosing (with the approval from the engineer). It shall not contain frozen lumps, stones that would be retained on a 2-inch (50 mm) sieve, chunks of highly plastic clay, or other objectionable material. Granular backfill material shall have 95% or more passing the a 1/2 inch sieve, with 95% or more being retained on the No. 4 (4.75 mm) sieve. When the top of the pipe is even with or below the top of the trench,the backfill shall be compacted in layers not exceeding 6 inches on each side of the pipe and shall be brought up one foot above the top of the pipe or to natural ground level, whichever is greater. Thoroughly compact the backfill material under the D-701-3 i AC 150/5370-10G 7/21/2014 haunches of the pipe without displacing the pipe. Material shall be brought up evenly on each side of the pipe for the full length of the pipe. When the top of the pipe is above the top of the trench, the backfill shall be compacted in layers not exceeding 6 inches and shall be brought up evenly on each side of the pipe to one foot above the top of the pipe. The width of backfill on each side of the pipe for the portion above the top of the trench shall be equal to twice the pipe's diameter or 12 feet, whichever is less. For PVC, polyethylene, and polypropylene pipe, the backfill shall be placed in two stages; first to the top of the pipe and then at least 12 inches over the top of the pipe. The backfill material shall meet the requirements of paragraph 701-3.2c. All backfill shall be compacted to the density required under Item TX-132. P 152. It shall be the Contractor's responsibility to protect installed pipes and culverts from damage due to construction equipment operations. The Contractor shall be responsible for installation of any extra strutting or backfill required to protect pipes from the construction equipment. METHOD OF MEASUREMENT 701-4.1 The length of pipe shall be measured in linear feet of pipe in place, completed, and approved. It shall be measured along the centerline of the pipe from end or inside face of structure to the end or inside face of structure, whichever is applicable. The several classes, types and size shall be measured separately. All fittings shall be included in the footage as typical pipe sections in the pipe being measured. 701-4 2 Thp VAIIIHAP Af GenGF8t8 fGF Pipe GFadles shall be the Rumber ef GUbiG YaFd6 Gf GGRArete. that made f49F the G61shieR M@t8Fial plaGed for the bed of the pipe. BASIS OF PAYMENT 701-5.1 Payment will be made at the contract unit price per linear foot for each kind of pipe of the type and size designated; , These prices shall fully compensate the Contractor for furnishing all materials and for all preparation, excavation, and installation of these materials; and for all labor,equipment,tools,and incidentals necessary to complete the item. Payment will be made under: Item D-701-5.1a 4-Inch PVC Pipe—per Linear Foot Item D-701-5.1b 2-Inch PVC Pipe—per Linear Foot MATERIAL REQUIREMENTS AASHTO M167 Standard Specification for Corrugated Steel Structural Plate, Zinc-Coated, for Field- Bolted Pipe, Pipe-Arches, and Arches D-701-4 AC 150/5370-10G 7/21/2014 AASHTO M190 Standard Specification for Bituminous-Coated Corrugated Metal Culvert Pipe and Pipe Arches AASHTO M196 Standard Specification for Corrugated Aluminum Pipe for Sewers and Drains AASHTO M198 Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants AASHTO M219 Standard Specification for Corrugated Aluminum Alloy Structural Plate for Field-Bolted Pipe, Pipe-Arches, and Arches AASHTO M243 Standard Specification for Field Applied Coating of Corrugated Metal Structural Plate for Pipe, Pipe-Arches, and Arches AASHTO M252 Standard Specification for Corrugated Polyethylene Drainage Pipe AASHTO M294 Standard Specification for Corrugated Polyethylene Pipe, 300-to 1500-mm (12-to 60- in.) Diameter AASHTO M304 Standard Specification for Poly (Vinyl Chloride) (PVC) Profile Wall Drain Pipe and Fittings Based on Controlled Inside Diameter AASHTO MP20 Standard Specification for Steel Reinforced Polyethylene (PE) Ribbed Pipe, 300- to 900-mm (12-to 36-in.) Diameter ASTM A760 Standard Specification for Corrugated Steel Pipe, Metallic Coated for Sewers and Drains ASTM A761 Standard Specification for Corrugated Steel Structural Plate, Zinc Coated, for Field- Bolted Pipe, Pipe-Arches, and Arches ASTM A762 Standard Specification for Corrugated Steel Pipe, Polymer Precoated for Sewers and Drains ASTM A849 Standard Specification for Post-Applied Coatings, Pavings, and Linings for Corrugated Steel Sewer and Drainage Pipe ASTM B745 Standard Specification for Corrugated Aluminum Pipe for Sewers and Drains ASTM C14 Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and culvert Pipe ASTM C76 Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe { ASTM C94 Standard Specification for Ready Mixed Concrete ASTM C144 Standard Specification for Aggregate for Masonry Mortar ASTM C150 Standard Specification for Portland Cement ASTM C443 Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets i ASTM C506 Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe D-701-5 F 4 E, AC 150/5370-10G 7/21/2014 ASTM C507 Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain and Sewer Pipe ASTM C655 Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain and Sewer Pipe ASTM C1433 Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers ASTM D1056 Standard Specification for Flexible Cellular Materials Sponge or Expanded Rubber ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals ASTM D6690 Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements ASTM F477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM F667 Standard Specification for 3 through 24 in. Corrugated Polyethylene Pipe and Fittings ASTM F714 Standard Specification for Polyethylene (PE) Plastic Pipe (DR PR) Based on Outside Diameter ASTM F794 Standard Specification for Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe & Fittings Based on Controlled Inside Diameter ASTM F894 Standard Specification for Polyethylene (PE) Large Diameter Profile Wall Sewer and Drain Pipe ASTM F949 Standard Specification for Poly (Vinyl Chloride) (PVC) Corrugated Sewer Pipe With a Smooth Interior and Fittings ASTM F2435 Standard Specification for Steel Reinforced Polyethylene (PE) Corrugated Pipe ASTM F2562 Specification for Steel Reinforced Thermoplastic Ribbed Pipe and Fittings for Non- Pressure Drainage and Sewerage ASTM F2736 Standard Specification for 6 to 30 in. (152 to 762 mm) Polypropylene(PP) Corrugated Single Wall Pipe and Double Wall Pipe ASTM F2764 Standard Specification for 30 to 60 in. (750 to 1500 mm) Polypropylene (PP) Triple Wall Pipe and Fittings for Non-Pressure Sanitary Sewer Applications ASTM F2881 Standard Specification for 12 to 60 in. (300 to 1500 mm) Polypropylene(PP) Dual Wall Pipe and Fittings for Non-Pressure Storm Sewer Applications END ITEM D-701 D-701-6 AC 150/5370-10G 7/21/2014 z i } i D-701-7 AC 150/5370-10G 7/21/2014 ITEM F-162 CHAIN-LINK FENCES DESCRIPTION 162-1.1 This item shall consist of furnishing and erecting a black PVC coated chain-link fence in accordance with these specifications and the details shown on the plans and in conformity with the lines and grades shown on the plans or established by the Engineer. 162-1.2 This item shall consist of the removal of the existing fence and gates, salvage and delivery of the above ground materials, and disposal of all concrete. 162-1.3 This item shall consist of the construction of a concrete erosion control strip along the fence, in accordance with these specifications and in conformity with the locations, lines and grades shown on the plans. MATERIALS 162-2.1 FABRIC. The fabric shall be woven with a 9-gauge black polyvinyl chloride (PVC)-coated steel wire in a 2-inch mesh and shall meet the requirements of ASTM F 668, Class 2b. i Galvanized steel fabric shall be woven with a 9-gauge Galvanized steel wire in a 2-inch mesh and shall meet the requirements of ASTM A 392, Class 2. S It is acceptable to reuse material for permanent galvanized fence if the material is in acceptable condition and approved by the engineer. Metallic-coated fabric shall have a clear acrylic coating applied to the selvage area after weaving. 162-2.2 BARBED WIRE. Barbed wire shall be black PVC coated, 2-strand 12-1/2 gauge steel wire with 4-point barbs and shall conform to the requirements of ASTM A 121 Glass 3 Chain Link G, nGe Grade, ASTM F1665, Class 2b. Barbed wire on non-black PVC coated fence shall be 2-strand 12-1/2 gauge zinc-coated wire with 4-point barbs and shall conform to the requirements of ASTM A 121, Class 3, Chain Link Fence Grade. 162-2.3 POSTS, RAILS AND BRACES. Line posts, rails, and braces shall conform to the requirements of ASTM F 1043 or ASTM F 1083 as follows: Galvanized tubular steel pipe shall conform to the requirements of Group IA, (Schedule 40) coatings conforming to Type A, or Group IC (High Strength Pipe), External coating Type B, and internal coating Type B or D. RA-11 F=A-.rmed Steel Shapes (1; SeGtieRG) Shall GGnfGrrA te the requiFements of Group 11A, and be galvanizedan aGGGrdaRGe withthe requirements ef ASTM F 1043 ,-,,,,o n Vinyl or polyester coated steel shall conform to the requirements of ASTM F 1043, Paragraph 7.3 Optional Supplemental Color Coating. Pests alley er -se..pesite. Posts, rails, and braces, with the exception of galvanized steel conforming to ASTM F1043 or ASTM F1083, Group 1A, Type A, or aluminum alloy, shall demonstrate the ability to withstand testing in salt spray in accordance with ASTM B117 as follows: F-162-1 AC 150/5370-10G 7/21/2014 ® External: 1,000 hours with a maximum of 5% red rust. ® Internal: 650 hours with a maximum of 5% red rust. The dimensions of the posts, rails, and braces shall be in accordance with Tables I through VI of Federal Specification RR-F-191/3. 162-2.4 GATES. Gate frames shall consist of black PVC coated steel or galvanized steel pipe based on the material specified in the plans and shall conform to the specifications for the same material under paragraph 162-2.3. The fabric shall be of the same type material as used in the fence. 162-2.5 WIRE TIES AND TENSION WIRES. Wire ties for use in conjunction with a given type of fabric shall be of the same material and coating weight identified with the fabric type. Tension wire shall be 7- gauge marcelled steel wire with the same coating as the fabric type and shall conform to ASTM A824. All material shall conform to Federal Specification RR-F-191/4. 162-2.6 MISCELLANEOUS FITTINGS AND HARDWARE. Miscellaneous steel fittings and hardware for use with zinc-coated steel fabric shall be of commercial grade steel or better quality, wrought or cast as appropriate to the article, and sufficient in strength to provide a balanced design when used in conjunction with fabric posts, and wires of the quality specified herein. All steel fittings and hardware shall be protected with a zinc coating applied in conformance with ASTM A 153. Barbed wire support arms shall withstand a load of 250 pounds applied vertically to the outermost end of the arm. Miscellaneous steel fittings and hardware for use with PVC-coated fabric shall be coated to match the fence fabric in conformance with ASTM F 626. 162-2.7 CONCRETE. Concrete shall adhere to the specification P-610. a minimum 29 day rmmProcci„o GtFeRgth of 2509 poi. Any concrete placed at or above the ground surface shall contain 3-7 percent air content. 162-2.8 MARKING. Each roll of fabric shall carry a tag showing the kind of base metal (steel, aluminum, or aluminum alloy number), kind of coating, the gauge of the wire, the length of fencing in the roll, and the name of the manufacturer. Posts, wire, and other fittings shall be identified as to manufacturer, kind of base metal (steel, aluminum, or aluminum alloy number), and kind of coating. 162-2.9 TEMPORARY CHAIN-LINK FENCING. Temporary chain-link fencing, as commonly used across the industry, shall be erected as existing fence is removed to maintain airport security. The contractor is permitted to re-use undamaged material from fence removed on site in order to construct the temporary fencing. CONSTRUCTION METHODS 162-3.1 CLEARING FENCE LINE. All trees, brush, stumps, logs, and other debris as identified in SS- 120-2.7 which would interfere with the proper construction of the fence in the required location shall be removed a minimum width of 5 feet on each side of the fence centerline before starting fencing operations. The cost of removing and disposing of the material shall not constitute a pay item and shall be considered incidental to fence construction. 162-3.2 INSTALLING POSTS. All posts shall be set in concrete at the required dimension and depth and at the spacing shown on the plans. The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a smooth finish slightly higher than the ground and sloped to drain away from the posts. All posts shall be F-162-2 AC 150/5370-10G 7/21/2014 set plumb and to the required grade and alignment. No materials shall be installed on the posts, nor shall the posts be disturbed in any manner within seven (7) days after the individual post footing is completed. Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches larger than the greatest dimension of the posts shall be drilled to a depth of 12 inches. After the posts are set, the remainder of the drilled hole shall be filled with grout, composed of one part Portland cement and two parts mortar sand. Any remaining space above the rock shall be filled with concrete in the manner described above. In lieu of drilling, the rock may be excavated to the required footing depth. No extra compensation shall be made for rock excavation. 162-3.3 INSTALLING TOP RAILS. The top rail shall be continuous and shall pass through the post tops. The coupling used to join the top rail lengths shall allow for expansion. 162-3.4 INSTALLING BRACES. Horizontal brace rails, with diagonal truss rods and turnbuckles, shall be installed at all terminal posts. 162-3.5 INSTALLING FABRIC. The wire fabric shall be firmly attached to the posts and braced as shown on the plans. All wire shall be stretched taut and shall be installed to the required elevations. The fence shall generally follow the contour of the ground, with the bottom of the fence fabric no less than one inch or more than 4 inches from the ground surface. Grading shall be performed where necessary to provide a neat appearance. At locations of small natural swales or drainage ditches and where it is not practical to have the fence conform to the general contour of the ground surface, longer posts may be used and multiple strands of barbed wire stretched to span the opening below the fence. The vertical clearance between strands of barbed wire shall be 6 inches or less. 162-3.6 ELECTRICAL GROUNDS. Electrical grounds shall be constructed where a power line passes over the fence, at 500-foot intervals, and within 50' of every end post. The ground shall be accomplished with a copper clad rod 10 5 feet long and a minimum of 4 inch 5/8 iRGh in diameter driven vertically until the top is 6 inches below the ground surface. A No. 6 solid copper conductor shall be clamped to the rod and to the fence in such a manner that each element of the fence is grounded. Installation of ground rods shall not constitute a pay item and shall be considered incidental to fence construction. The Contractor shall comply with FAA-STD-019, Lightning and Surge Protection, Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipment, Paragraph 4.2.3.8, Lightning Protection for Fences and Gates, when fencing is adjacent to FAA facilities. 162-3.7 Cleaning up. The Contractor shall remove from the vicinity of the completed work all tools, buildings, equipment, etc., used during construction. All disturbed areas shall be seeded per TX I64. Disturbed areas to be seeded outside specified seeding limits shall not be paid for separately but considered subsidiary to SS-120. 162-3.8 TEMPORARY CHAIN-LINK FENCING. Temporary chain link-fence shall be installed according to the details in the plans. The removal of existing fence shall be considered subsidiary to Temporary chain link-fence. Post holes within natural ground and all disturbed areas shall be filled with material to match the surrounding conditions and tamped flush with the surface. Bolt holes within existing pavement shall be filled with an epoxy that adheres to ASTM C881 Type IV, Grade 1. F-162-3 AC 150/5370-10G 7/21/2014 162-3.9 FENCE AND GATE REMOVAL. The existing fence and gate material shall not be destroyed during removal without prior approval of the Engineer. Existing fence and gates, including fabric, top rails, fasteners, posts, and other miscellaneous above ground hardware to be removed will not be reused(except for temporary fence construction or otherwise specified). The Owner has the right to all materials and materials shall be delivered to the Owner as directed by the Engineer after removal. The contractor shall dispose of all material not delivered to the Owner. Construction requirements shall be as shown on the Plans and/or as approved by the Engineer. Posts shall not be cut off and abandoned in place. Existing posts and foundations shall be removed in their entirety. Post holes within natural ground and all disturbed areas shall be filled with material to match the surrounding conditions and tamped flush with the surface if they are not being utilized for the proposed posts. Post holes within existing pavement that are not being utilized for the proposed posts shall be filled with P-610 concrete flush with the surface. Any concrete erosion control strip, concrete structure, poles or other items within 5 feet on each site of exiting fence specified to be removed shall be removed and disposed of off-site. The RPR and/or engineer shall approve of the removal of any structure before the work takes place. This work shall be considered subsidiary to fence removal. At the point where fence removal stops and existing fence is to remain, the remaining(existing) fence end section shall be reconstructed/repaired to provide adequate support and security. At these locations, the Contractor shall determine how the fence is to be reconstructed and submit his determination to the Engineer for approval. End panels will be required at horizontal and vertical deflections in accordance with the requirements for the new fence. 162-3.10 EROSION CONTROL STRIP. See plans for dimensions and types of erosion control strips proposed for construction. a. Subgrade. The subgrade shall be excavated or filled to the required grade. Soft and yielding material shall be removed and replaced with suitable material and the entire subgrade shall be thoroughly compacted with approved mechanical equipment. b. Forms. Forms shall be constructed of metal or wood, free from warp, and of sufficient strength to resist springing during the process of depositing concrete. They shall be securely staked, braced, set and held firmly to the required line and grade. Forms shall be cleaned and oiled before concrete is placed against them. c. Placing and Finishing. The concrete shall be deposited in the forms upon the wetted subgrade to such depth that when it is compacted and finished, the top shall be at the required elevation. It shall be thoroughly consolidated and the edges along the form spaded to prevent honeycomb. The top shall then be struck off with a straightedge and tamped or vibrated sufficiently to flush mortar to the surface, after which it shall be finished with a wood float to a smooth and even surface. Transverse joints shall be cut with a %"jointer at each fence post and as directed by the Engineer. Plastering will not be permitted but minor defects shall be filled with a cement mortar (1 part Portland cement to 2 parts concrete sand) applied with a wood float. F-162-4 AC 150/5370-10G 7/21/2014 When completed, the concrete shall be properly cured by covering with polyethylene sheets conforming to ASTM C 171 or a liquid membrane forming compound conforming to ASTM C 309, Type 2, or other methods approved by the Engineer. d. Backfilling. After the forms have been removed, the spaces on each side shall be backfilled with suitable material, which shall be firmly compacted by means of approved mechanical equipment and neatly graded. e. Expansion Joints. A space not less than %" wide shall be left between the sides of the skirt and adjacent pavement or other structure and at 100 foot intervals, as directed. This space shall be filled with approved premolded joint filler meeting the requirements of ASTM D 1752. METHOD OF MEASUREMENT 162-4.1 Chain-link fence will be measured for payment by the linear foot based on specified material (Black PVC coated or Galvanized). Measurement will be along the top of the fence from center to center of end posts, excluding the length occupied by gate openings. 162-4.2 Gates will be measured as complete units based on specified material(Black PVC coated or Galvanized). 162-4.3 Temporary Chain-link fence will be measured for payment by the linear foot regardless of the source of material. Additional temporary chain-link fence needed or otherwise used during construction that is not shown in the plan, shall not be measured for separate payment. Only the plan quantity shall be paid for. 162-4.4 Fence removal will be measured for payment by the linear foot. Measurement will be along the bottom of the fence from center to center of end posts, excluding the length occupied by gate openings. 162-4.5 Gate removal will be measured for payment by each gate removed in its entirety. 162-4.6 The concrete erosion control strip will be measured by the linear foot measured in the direction of the constructed perimeter fence, complete and accepted. Costs associated with the erection, repair and removal of temporary fencing shall be measured and paid by the bid item "Temporary Fencing." BASIS OF PAYMENT 162-5.1 Payment for chain-link fence will be made at the contract unit price per linear foot for the specified height and specified material(Black PVC coated or Galvanized). 162-5.2 Payment for vehicle or pedestrian gates will be made at the contract unit price for each gate for the specified type and specified material(Black PVC coated or Galvanized). 162-5.3 Payment for temporary chain-link fence shall be full compensation for furnishing all materials, and for all preparation, erection, installation of these materials, removal of temporary fence, repair of post holes, repair of bolt holes and for all labor equipment, tools, and incidentals necessary to complete the item. 162-5.4 Payment for fence removal will be made at the contract unit price per linear foot. Payment shall include removal, salvage, and delivery of all above ground materials regardless of fence l F-162-5 f AC 150/5370-10G 7/21/2014 material, for removal and disposal of the posts and concrete footings; for removal and disposal of concrete erosion control strip; for the backfill of post holes and all disturbed areas; and for all labor, equipment, tools, excavation, and incidentals necessary to complete the work. 162-5.5 Payment for gate removal will be paid for at the contract unit price bid for each gate of the specified description. 162-5.6 Payment for concrete erosion control strip will be paid for at the contract unit price bid per linear foot based on type. Payment shall include furnishing materials, including premolded joint filler; constructing the concrete skirt, excavating and backfilling; and furnishing all equipment, labor, and incidentals necessary to complete the work. Payment will be made under: Item F-162-5.1 a 6-Foot Black PVC Coated Chain-Link Fence With Barbed Wire—per Linear Foot Item F-162-5.1b 6-Foot Galvanized Chain-Link Fence With Barbed Wire—per Linear Foot Item F-162-5.2a 4'Black PVC Coated Chain-Link Pedestrian Gate—per Each Item F-162-5.2b 20' Manual Black PVC Coated Chain-Link Swing Gate—per Each Item F-162-5.2c 4'Galvanized Chain-Link Pedestrian Gate—per Each Item F-162-5.3 Temporary Chain-Link Fence—per Linear Foot Item F-162-5.4 Fence Removal-per Linear Foot Item F-162-5.5a Gate Removal-per each Item F-162-5.5b Pedestrian Gate Removal-per each Item F-162-5.6a Concrete Erosion Control Strip-per Linear Foot Item F-162-5.6b 4.5' Wide Modified Concrete Erosion Control Strip - per Linear Foot Item F-162-5.6c 3.5' Wide Modified Concrete Erosion Control Strip - per Linear Foot MATERIAL REQUIREMENTS ASTM A 121 Metallic-Coated Carbon Steel Barbed Wire ASTM A 123 Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products ASTM A 153 Zinc Coating (Hot-Dip) on Iron and Steel Hardware ASTM A 392 Zinc-Coated Steel Chain-Link Fence Fabric F-162-6 AC 150/5370-10G 7/21/2014 ASTM A 491 Aluminum-Coated Steel Chain-Link Fence Fabric ASTM A 572 High-Strength Low-Alloy Columbium-Vanadium Structural Steel ASTM A 653 Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process ASTM A 824 Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence ASTM A 1011 Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High Strength Low Alloy with Improved Formability, and Ultra High Strength ASTM B 117 Standard Practice for Operating Salt Spray (Fog)Apparatus ASTM B 221 Aluminum and Aluminum Alloy Extruded Bars, Rods, Wire, Profiles and Tubes ASTM B 429 Aluminum-Alloy Extruded Structural Pipe and Tube ASTM F 668 Polyvinyl Chloride(PVC), Polyolefin and other Organic Polymer Coated Steel Chain-Link Fence Fabric ASTM F 1043 Strength and Protective Coatings on Steel Industrial Fence Framework ASTM F 1083 Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures ASTM F 1183 Aluminum Alloy Chain Link Fence Fabric ASTM F 1345 Zinc-5%Aluminum-Mischmetal Alloy-Coated Steel Chain-Link Fence Fabric ASTM G 152 Operating Open Flame (Carbon-Arc) Light Apparatus for Exposure of x Nonmetallic Materials ASTM G 153 Operating Enclosed Carbon-Arc Light Apparatus for Exposure of Nonmetallic Materials ASTM G 154 Operating Fluorescent Ultraviolet (UV) Lamp Apparatus for Exposure of Nonmetallic Materials ASTM G 155 Operating Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials 3 FED SPEC Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces) RR-F-191/3 FED SPEC Fencing, Wire and Post, Metal (Chain-Link Fence Accessories) RR-F-191/4 r FAA-STD-019 Lightning and Surge Protection, Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipment END OF ITEM F-162 i t F-162-7 r AC 150/5370-10G 7/21/2014 Page Intentionally Left Blank F-162-8 AC 150/5370-10G 7/21/2014 GROUND ROD IMPEDANCE TEST REPORT Owner/Sponsor: Engineer: Garver, LLC Airport: Contractor: Project Title: Garver Project Number: Date: Weather!Site Conditions: Fall-of-Potential Style Tester(F): Manufacturer: Model#: Clamp-On Style Tester(C): Manufacturer: Model#: Ground Rod # Test Impedance Ground Rod# Test Impedance Equipment Value (Ohms) Equipment Value (Ohms) Style F or C Style F or C Tested By: Engineer Witness: Provide signature/date in the fields above. Page of i F-162-9 i AC 150/5370-10G 7/21/2014 Page Intentionally Left Blank F-162-10 AC 150/5370-10G 7/21/2014 ITEM P-605 JOINT SEALANTS FOR CONCRETE PAVEMENTS DESCRIPTION 605-1.1 This item shall consist of providing and installing a resilient and adhesive joint sealing material capable of effectively sealing joints and cracks in rigid pavements. MATERIALS 605-2.1 JOINT SEALERS. Joint sealant materials shall meet the requirements of ASTM D 5893, Type SL. Each lot or batch of sealant shall be delivered to the jobsite in the manufacturer's original sealed container. Each container shall be marked with the manufacturer's name, batch or lot number, the safe heating temperature, and shall be accompanied by the manufacturer's certification stating that the sealant meets the requirements of this specification. 605-2.2 BACKER ROD. The material furnished shall be a compressible, non-shrinking, non-staining, non- absorbing material that is non-reactive with the joint sealant. The material shall have a water absorption of not more than 5%when tested in accordance with ASTM C509. The backer-rod material shall be 25% ± 5 % larger in diameter than the nominal width of the crack. Backer rod shall meet the requirements of ASTM D 5249 and shall be both non-reactive and non- adhesive to the concrete and the sealant material. 605-2.3 BACKUP MATERIALS. Provide backup material that is a compressible, nonshrinking, nonstaining, i nonabsorbing material, nonreactive with the joint sealant. The material shall have a melting point at least 5°F greater than the pouring temperature of the sealant being used when tested in accordance with ASTM D789. The material shall have a water absorption of not more than 5% of the sample weight when tested in accordance with ASTM C509. The backup material shall be 25 ±5% larger in diameter than the nominal width of the crack. 605-2.4 BOND BREAKING TAPES. Provide backup material that is a compressible, nonshrinking, nonstaining, nonabsorbing material, nonreactive with the joint sealant. The material shall have a melting point at least 5°F greater than the pouring temperature of the sealant being used when tested in accordance with ASTM D789. The material shall have a water absorption of not more than 5% of the sample weight when tested in accordance with ASTM C509. The backup material shall be 25±5% larger in diameter than the nominal width of the crack. CONSTRUCTION METHODS 605-3.1 TIME OF APPLICATION. Joints shall be sealed as soon after completion of the curing period as feasible and before the pavement is opened to traffic, including construction equipment. The pavement temperature shall be 50°F and rising at the time of application of the poured joint sealing material. Do not apply sealant if moisture is observed in the joint. Prior to beginning the sealing operation, the Contractor shall have the sealant supplier demonstrate, to the satisfaction of the Engineer, the cleaning and installation procedures for the joint sealant to be installed on the project. 605-3.2 EQUIPMENT. Machines, tools, and equipment used in the performance of the work required by this section shall be approved before the work is started and maintained in satisfactory condition at all times. Submit a list of proposed equipment to be used in performance of construction work including descriptive data, 14 days prior to use on the project, j P-605-1 AC 150/5370-10G 7/21/2014 a. Tractor-Mounted Routing Tool. Provide a routing tool, used for removing old sealant from the joints, of such shape and dimensions and so mounted on the tractor that it will not damage the sides of the joints. The tool shall be designed so that it can be adjusted to remove the old material to varying depths as required. The use of V-shaped tools or rotary impact routing devices will not be permitted. Hand-operated spindle routing devices may be used to clean and enlarge random cracks. b. Concrete Saw. Provide a self-propelled power saw, with water-cooled diamond or abrasive saw blades, for cutting joints to the depths and widths specified or for refacing joints or cleaning sawed joints where sandblasting does not provide a clean joint, c. Sandblasting Equipment. Sandblasting is not allowed. d. Waterblasting Equipment. Include with the waterblasting equipment a trailer-mounted water tank, pumps, high-pressure hose, wand with safety release cutoff control, nozzle, and auxiliary water resupply equipment. Provide water tank and auxiliary resupply equipment of sufficient capacity to permit continuous operations. The nozzle shall have an adjustable guide that will hold the nozzle aligned with the joint approximately one inch above the pavement surface. Adjust the height, angle of inclination and the size of the nozzle as necessary to obtain satisfactory results. A pressure gauge mounted at the pump shall show at all times the pressure in psi at which the equipment is operating. e. Hand Tools. Hand tools may be used, when approved, for removing defective sealant from a crack and repairing or cleaning the crack faces. f. Hot Poured Sealing Equipment. The wRit appliGatGrs w6ed f4gr heating and iR6talling ASTNA F-A-6-9-0- jeant sealant materials shall be mebile and shall be equipped with a beileF, agitater type kettle with aR e'! medium OR the GYteF SpaGe feF heat traRsfeF; a d!FeGt GGRReGted pressyFe type e)drudiRg dev'Ge with ef the sealaRt. The appler-,ate-F unit -shal! be desigRed se that the sealaRt Will GiFGWate thrGugh the delivery hese and re}„m to the inner kettle Whee RE)t in fico g. Two-Component, Cold-Applied, Machine Mix Sealing Equipment. Provide equipment used for proportioning, mixing, and installing Federal Specification SS-S-200 Type M joint sealants designed to deliver two semifluid components through hoses to a portable mixer at a preset ratio of one (1) to one (1) by volume using pumps with an accuracy of±5%for the quantity of each component. The reservoir for each component shall be equipped with mechanical agitation devices that will maintain the components in a uniform condition without entrapping air. Incorporate provisions to permit thermostatically controlled indirect heating of the components, when required. However, immediately prior to proportioning and mixing, the temperature of either component shall not exceed 90°F (32°C). Provide screens near the top of each reservoir to remove any foreign particles or partially polymerized material that could clog fluid lines or otherwise cause misproportioning or improper mixing of the two components, Provide equipment capable of thoroughly mixing the two components through a range of application rates of 10 to 60 gallons per hour and through a range of application pressures from 50 to 1500 psi as required by material, climatic, or operating conditions. Design the rnixer for the easy removal of the supply lines for cleaning and proportioning of the components. The mixing head shall accommodate nozzles of different types and sizes as may be required by various operations. The dimensions of the nozzle shall be such that the nozzle tip will extend into the joint to allow sealing from the bottom of the joint to the top. Maintain the initially approved equipment in good working condition, serviced in accordance with the supplier's instructions, and unaltered in any way without obtaining prior approval. h. Two-Component, Cold-Applied, Hand-Mix Sealing Equipment. Mixing equipment for Federal Specification SS-S-200 Type H sealants shall consist of a slow-speed electric drill or air-driven mixer with P-605-2 AC 150/5370-10G 7/21/2014 a stirrer in accordance with the manufacturer's recommendations. Submit printed copies of manufacturer's recommendations 14 days prior to use on the project where installation procedures, or any part thereof, are required to be in accordance with those recommendations. Installation of the material will not be allowed until the recommendations are received. Failure to furnish these recommendations can be cause for rejection of the material. i. Cold-Applied, Single-Component Sealing Equipment. The equipment for installing ASTM D5893 single component joint sealants shall consist of an extrusion pump, air compressor, following plate, hoses, and nozzle for transferring the sealant from the storage container into the joint opening. The dimension of the nozzle shall be such that the tip of the nozzle will extend into the joint to allow sealing from the bottom of the joint to the top. Maintain the initially approved equipment in good working condition, serviced in accordance with the supplier's instructions, and unaltered in any way without obtaining prior approval. Small hand-held air-powered equipment (i.e., caulking guns) may be used for small applications. 605-3.3 PREPARATION OF JOINTS. a. Sawing. All joints shall be sawed in accordance with specifications and plan details. Immediately after sawing the joint, the resulting slurry shall be completely removed from joint and adjacent area by flushing with a jet of water, and by use of other tools as necessary. b.Sealing. Immediately before sealing,the joints shall be thoroughly cleaned of all remaining laitance, curing compound, and other foreign material. Cleaning shall be accomplished by waterblasting sa+�dast+r Waterblasting Sandbla shall be accomplished in a minimum of two passes. One pass per joint face with the nozzle held at an angle directly toward the joint face and not more that 3 inches from it. Upon completion of cleaning, the joints shall be blown out with compressed air free of oil and water. Only air compressors with operable oil and water traps shall be used to prepare the joints for sealing. The joint faces shall be surface dry when the seal is applied. Immediately before sealing, the joints shall be thoroughly cleaned of all remaining laitance, curing compound, filler, protrusions of hardened concrete, old sealant and other foreign material from the sides and upper edges of the joint space to be sealed. Cleaning shall be accomplished by waterblaster as specified in paragraph 605-3.2. The newly exposed concrete joint faces and the pavement surface extending a minimum of 1/2 inch from the joint edge shall be sandblasted clean. Sandblasting shall be accomplished in a minimum of two passes. One pass per joint face with the nozzle held at an angle directly toward the joint face and not more than 3 inches from it.After final cleaning and immediately prior to sealing, blow out the joints with compressed air and leave them completely free of debris and water. The joint faces shall be surface dry when the seal is applied. 3 c. Back-Up Material.When the joint opening is of a greater depth than indicated for the sealant depth, plug or seal off the lower portion of the joint opening using a back-up material to prevent the entrance of the sealant below the specified depth. Take care to ensure that the backup material is placed at the specified depth and is not stretched or twisted during installation. d. Bond-Breaking Tape. Where inserts or filler materials contain bitumen, or the depth of the joint opening does not allow for the use of a backup material, insert a bond-breaker separating tape to prevent incompatibility with the filler materials and three-sided adhesion of the sealant. Securely bond the tape to the bottom of the joint opening so it will not float up into the new sealant. 605-3.4 INSTALLATION OF SEALANTS. Joints shall be inspected for proper width, depth, alignment, and preparation, and shall be approved by the Engineer before sealing is allowed. Sealants shall be installed in accordance with the following requirements: Immediately preceding, but not more than 50 feet ahead of the joint sealing operations, perform a final cleaning with compressed air. Fill the joints from the bottom up to 1/4 inch ±1/16 inch below the pavement surface. Remove and discard excess or spilled sealant from the pavement by approved methods. Install P-605-3 1 t AC 150/5370-10G 7/21/2014 the sealant in such a manner as to prevent the formation of voids and entrapped air. In no case shall gravity methods or pouring pots be used to install the sealant material. Traffic shall not be permitted over newly sealed pavement until authorized by the Contracting Officer. When a primer is recommended by the manufacturer, apply it evenly to the joint faces in accordance with the manufacturer's instructions. Check the joints frequently to ensure that the newly installed sealant is cured to a tack-free condition within the time specified. 605-3.5 INSPECTION.The Contractor shall inspect the joint sealant for proper rate of cure and set, bonding to the joint walls, cohesive separation within the sealant, reversion to liquid, entrapped air and voids. Sealants exhibiting any of these deficiencies at any time prior to the final acceptance of the project shall be removed from the joint, wasted, and replaced as specified at no additional cost to the airport. 605-3.6 CLEAN-UP. Upon completion of the project, remove all unused materials from the site and leave the pavement in a clean condition. METHOD OF MEASUREMENT 605-4.1 Joint sealing material shall not be measured separately for payment, as it shall be considered subsidiary to the item in which it is contained. be measured by the gaileR ef SealaRt OR plaGe, GeMpleted, and asselsted: BASIS OF PAYMENT 605-5.1 Payment for joint sealing material shall not be made separately, as it shall be considered subsidiary to the item in which it is contained. S"-A0 "19 M-Ado at the G„.AtFaGt , Rit PF!Ge n au„R The PaymeRt will be made 6IRdeF� Item-P—R-95-fi 1;; clei^}�i;gFiller Per Ga4e-R Itern-P 6-9a a-1" jeiat SeahRg Piller—peF Pe4R4 4tem,o_605 5.1G ieiRt SealiRg Fillerimer L-iReaF Peet TESTING REQUIREMENTS ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers— Tension ASTM C509 Standard Specification for Elastomeric Cellular Preformed Gasket and Sealing Material ASTM D1644 Standard Test Methods for Nonvolatile Content of Varnishes MATERIAL REQUIREMENTS AC 150/5340-30 Design and Installation Details for Airport Visual Aids ASTM D789 Standard Test Method for Determination of Relative Viscosity of Polyamide (PA) ASTM D5893 Standard Specification for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements P-605-4 AC 150/5370-10G 7/21/2014 ASTM D6690 Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements ASTM D5249 Standard Specification for Backer Material for Use with Cold- and Hot-Applied Joint Sealants in Portland-Cement Concrete and Asphalt Joints END OF ITEM P-605 P-605-5 AC 150/5370-10G 7/21/2014 Page Intentionally Left Blank P-605-6 AC 150/5370-10G 7/21/2014 ITEM P-610 STRUCTURAL PORTLAND CEMENT CONCRETE DESCRIPTION 610-1.1 This item shall consist of reinforced structural Portland cement concrete (PCC), prepared and constructed in accordance with these specifications, at the locations and of the form and dimensions shown on the plans. This specification shall be used for all structural and miscellaneous concrete including signage bases. MATERIALS 610-2.1 GENERAL. Only approved materials, conforming to the requirements of these specifications, shall be used in the work. Materials may be subject to inspection and tests at any time during their preparation or use. The source of all materials shall be approved by the Engineer before delivery or use in the work. Representative preliminary samples of the materials shall be submitted by the Contractor, when required, for examination and test. Materials shall be stored and handled to ensure preservation of their quality and fitness for use and shall be located to facilitate prompt inspection. All equipment for handling and transporting materials and concrete must be clean before any material or concrete is placed in them. The use of pit-run aggregates shall not be permitted unless the pit-run aggregate has been screened and washed, and all fine and coarse aggregates stored separately and kept clean. The mixing of different aggregates from different sources in one storage stockpile or alternating batches of different aggregates shall not be permitted. a. Reactivity. Fine and Coarse aggregates to be used in all concrete shall be evaluated and tested by the Contractor for alkali-aggregate reactivity in accordance with both ASTM C1260 and C1567. Aggregate and mix proportion reactivity tests shall be performed for each project. (1) Coarse and fine aggregate shall be tested separately in accordance with ASTM C1260. The aggregate shall be considered innocuous if the expansion of test specimens, tested in accordance with ASTM C1260, does not exceed 0.10% at 28 days (30 days from casting). (2) Combined coarse and fine aggregate shall be tested in accordance with ASTM C1567, modified for combined aggregates, using the proposed mixture design proportions of aggregates, cementitious materials, and/or specific reactivity reducing chemicals. If lithium nitrate is proposed for use with or without supplementary cementitious materials, the aggregates shall be tested in accordance with Corps of Engineers (COE) CRD C662. If lithium nitrate admixture is used, it shall be nominal 30% t0.5% weight lithium nitrate in water. (3) If the expansion of the proposed combined materials test specimens, tested in accordance with ASTM C1567, modified for combined aggregates, or COE CRD C662, does not exceed 0.10% at 28 days, the proposed combined materials will be accepted. If the expansion of the proposed combined materials test specimens is greater than 0.10% at 28 days, the aggregates will not be accepted unless adjustments to the combined materials mixture can reduce the expansion to less than 0.10% at 28 days, or new aggregates shall be evaluated and tested. 610-2.2 COARSE AGGREGATE. The coarse aggregate for concrete shall meet the requirements of ASTM C33. The Engineer may consider and reserve final approval of other State classification procedures addressing aggregate durability. Coarse aggregate shall be well graded from coarse to fine and shall meet the following gradation shown in the table below when tested per ASTM C136. P-610-1 AC 15015370-10G 7/21/2014 Gradation For Coarse Aggregate Percentage by Weight Passing Sieves Sieve Designation (square openings) 1-1/2" V 1/2" No. 4 (38 mm) (25 mm) (12 mm) No. 4 to 1 in. (4.75-25 mm) 100 90-100 25-60 0-10 610-2.2.1 AGGREGATE SUSCEPTIBILITY TO DURABILITY (D) CRACKING. Aggregates that have a history of D-cracking shall not be used. 610-2.3 FINE AGGREGATE. The fine aggregate for concrete shall meet the requirements of ASTM C33. The fine aggregate shall be well graded from fine to coarse and shall meet the requirements of the table below when tested in accordance with ASTM C136: Gradation For Fine Aggregate Sieve Designation Percentage by Weight (square openings) Passing Sieves 3/8 inch 9 mm 100 No. 4 4.75 mm 95-100 No. 16 1.18 mm 45-80 No. 30 0.60 mm 25-55 No. 50 0.30 mm 10-30 No. 100 0.15 mm 2-10 Blending will be permitted, if necessary, to meet the gradation requirements for fine aggregate. Fine aggregate deficient in the percentage of material passing the No. 50 mesh sieve may be accepted, if the deficiency does not exceed 5% and is remedied by the addition of pozzolanic or cementitious materials other than Portland cement, as specified in paragraph 610-2.6, Admixtures, in sufficient quantity to produce the required workability as approved by the Engineer. 610-2.4 CEMENT. Cement shall conform to the requirements of ASTM C150 Type I or II. If aggregates are deemed innocuous when tested in accordance with paragraph 610-2.1.x.1 and accepted in accordance with paragraph 610-2.1.x.3, higher equivalent alkali content in the cement may be allowed if approved by the Engineer and FAA. If cement becomes partially set or contains lumps of caked cement, it shall be rejected. Cement salvaged from discarded or used bags shall not be used. The Contractor shall furnish vendors' certified test reports for each carload, or equivalent, of cement shipped to the project. The report shall be delivered to the Engineer before use of the cement is granted. All test reports shall be subject to verification by testing sample materials received for use on the project. 610-2.5 WATER. The water used in concrete shall be fresh, clean and potable; free from injurious amounts of oils, acids, alkalies, salts, organic materials or other substances deleterious to concrete. 610-2.6 ADMIXTURES AND SUPPLEMENTARY CEMENTITIOUS MATERIAL. The Contractor shall submit certificates indicating that the material to be furnished meets all of the requirements indicated below. In addition, the Engineer may require the Contractor to submit complete test data from an approved laboratory showing that the material to be furnished meets all of the requirements of the cited P-610-2 AC 150/5370-10G 7/21/2014 specifications. Subsequent tests may be made of samples taken by the Engineer from the supply of the material being furnished or proposed for use on the work to determine whether the admixture is uniform in quality with that approved. a. Air-Entraining Admixtures. Air-entraining admixtures shall meet the requirements of ASTM C260 and shall consistently entrain the air content in the specified ranges under field conditions. The air- entrainment agent and any water reducer admixture shall be compatible. b. Water-reducing admixtures. Water-reducing admixture shall meet the requirements of ASTM C494, Type A, B, or D. ASTM C494, Type F and G high range water reducing admixtures and ASTM C1017 flowable admixtures shall not be used. c. Other chemical admixtures. The use of set retarding, and set- accelerating admixtures shall be approved by the Engineer. Retarding shall meet the requirements of ASTM C494, Type A, B, or D and set- accelerating shall meet the requirements of ASTM C494, Type C. Calcium chloride and admixtures containing calcium chloride shall not be used. e. Fly ash. Fly ash shall meet the requirements of ASTM C618, with the exception of loss of ignition, where the maximum shall be less than 6%. Fly ash for use in mitigating alkali-silica reactivity shall have a Calcium Oxide (CaO) content of less than 13%. 610-2.7 PREMOLDED JOINT MATERIAL. Premolded joint material for expansion joints shall meet the requirements of ASTM D 1751. 610-2.8 JOINT FILLER. The filler for joints shall meet the requirements of Item P-605, unless otherwise specified. 610-2.9 STEEL REINFORCEMENT. Reinforcing shall consist of Reinforcing Steel or Welded Steel Wire Fabric conforming to the requirements of ASTM A615 for Reinforcing Steel and ASTM A1064 for Welded Steel Wire Fabric. 610-2.10 MATERIALS FOR CURING CONCRETE. Curing materials shall conform to the following: hite-pigmented Liquid Membrane-Forming Compound, Type 2, Class B STM C309 CONSTRUCTION METHODS 610-3.1 GENERAL. The Contractor shall furnish all labor, materials, and services necessary for, and incidental to, the completion of all work as shown on the drawings and specified here. All machinery and equipment used by the Contractor on the work, shall be of sufficient size to meet the requirements of the i work. All work shall be subject to the inspection and approval of the Engineer. 610-3.2 CONCRETE COMPOSITION. The concrete shall develop a compressive strength of 3,500 psi in 28 days as determined by test cylinders made in accordance with ASTM C31 and tested in accordance with ASTM C39. The concrete shall contain not less than 470 pounds of cement per cubic yard. The concrete shall contain 5% of entrained air, t1%, as determined by ASTM C231 and shall have a slump of not more than 4 inches as determined by ASTM C143. 610-3.3 ACCEPTANCE SAMPLING AND TESTING. Concrete for each structure will be accepted on the basis of the compressive strength specified in paragraph 610-3.2. The concrete shall be sampled in accordance with ASTM C172. Concrete cylindrical compressive strength specimens shall be made in accordance with ASTM C31 and tested in accordance with ASTM C39. The Contractor shall cure and P-610-3 i AC 150/5370-10G 7/21/2014 store the test specimens under such conditions as directed by the Engineer. The Engineer will make the actual tests on the specimens at no expense to the Contractor. A lot is a day's production for electrical structures. A lot is 500 LF or a day's production for the concrete erosion control strip. 610-3.4 QUALIFICATIONS FOR CONCRETE TESTING SERVICE. Perform concrete testing by an approved laboratory and inspection service experienced in sampling and testing concrete. Testing agency must meet the requirements of ASTM C1077 or ASTM E329. 610-3.5 PROPORTIONING AND MEASURING DEVICES. When package cement is used, the quantity for each batch shall be equal to one or more whole sacks of cement. The aggregates shall be measured separately by weight. If aggregates are delivered to the mixer in batch trucks, the exact amount for each mixer charge shall be contained in each batch compartment. Weighing boxes or hoppers shall be approved by the Engineer and shall provide means of regulating the flow of aggregates into the batch box so the required, exact weight of aggregates is obtained. 610-3.6 CONSISTENCY. The consistency of the concrete shall be determined by the slump test specified in ASTM C143. 610-3.7 MIXING. Concrete may be mixed at the construction site, at a central point, or wholly or in part in truck mixers. The concrete shall be mixed and delivered in accordance with the requirements of ASTM C94. 610-3.8 MIXING CONDITIONS. The concrete shall be mixed only in quantities required for immediate use. Concrete shall not be mixed while the air temperature is below 40°F without permission of the Engineer. If permission is granted for mixing under such conditions, aggregates or water, or both, shall be heated and the concrete shall be placed at a temperature not less than 50'F nor more than 100°F. The Contractor shall be held responsible for any defective work, resulting from freezing or injury in any manner during placing and curing, and shall replace such work at his expense. Retempering of concrete by adding water or any other material shall not be permitted. The rate of delivery of concrete to the job shall be sufficient to allow uninterrupted placement of the concrete. 610-3.9 FORMS. Concrete shall not be placed until all the forms and reinforcements have been inspected and approved by the Engineer. Forms shall be of suitable material and shall be of the type, size, shape, quality, and strength to build the structure as shown on the plans. The forms shall be true to line and grade and shall be mortar-tight and sufficiently rigid to prevent displacement and sagging between supports. The surfaces of forms shall be smooth and free from irregularities, dents, sags, and holes. The Contractor shall be responsible for their adequacy. The internal form ties shall be arranged so no metal will show in the concrete surface or discolor the surface when exposed to weathering when the forms are removed. All forms shall be wetted with water or with a non-staining mineral oil, which shall be applied immediately before the concrete is placed. Forms shall be constructed so they can be removed without injuring the concrete or concrete surface. The forms shall not be removed until at least 30 hours after concrete placement for vertical faces, walls, slender columns, and similar structures. Forms supported by falsework under slabs, beams, girders, arches, and similar construction shall not be removed until tests indicate the concrete has developed at least 60% of the design strength. 610-3.10 PLACING REINFORCEMENT. All reinforcement shall be accurately placed, as shown on the plans, and shall be firmly held in position during concrete placement. Bars shall be fastened together at P-610-4 AC 150/5370-10G 7/21/2014 intersections. The reinforcement shall be supported by approved metal chairs. Shop drawings, lists, and bending details shall be supplied by the Contractor when required. 610-3.11 EMBEDDED ITEMS. Before placing concrete, all embedded items shall be firmly and securely fastened in place as indicated. All embedded items shall be clean and free from coating, rust, scale, oil, or any foreign matter. The concrete shall be spaded and consolidated around and against embedded items. The embedding of wood shall not be allowed. 610-3.12 PLACING CONCRETE. All concrete shall be placed during daylight hours, unless otherwise approved. The concrete shall not be placed until the depth and condition of foundations, the adequacy of forms and falsework, and the placing of the steel reinforcing have been aeued reviewed by the Engineer. Concrete shall be placed as soon as practical after mixing, but in no case later than one (1) hour after water has been added to the mix. The method and manner of placing shall avoid segregation and displacement of the reinforcement. Troughs, pipes, and chutes shall be used as an aid in placing concrete when necessary. The concrete shall not be dropped from a height of more than 5 feet. Concrete shall be deposited as nearly as practical in its final position to avoid segregation due to rehandling or flowing. Do not subject concrete to procedures which cause segregation. Concrete shall be placed on clean, damp surfaces, free from running water, or on a properly consolidated soil foundation. 610-3.13 VIBRATION. Vibration shall follow the guidelines in American Concrete Institute (ACI) Committee 309, Guide for Consolidation of Concrete. Where bars meeting ASTM A775 or A934 are used, the vibrators shall be equipped with rubber or non-metallic vibrator heads. Furnish a spare, working, vibrator on the job site whenever concrete is placed. Consolidate concrete slabs greater than 4 inches in depth with high frequency mechanical vibrating equipment supplemented by hand spading and tamping. Consolidate concrete slabs 4 inches or less in depth by wood tampers, spading, and settling with a heavy leveling straightedge. Operate internal vibrators with vibratory element submerged in the concrete, with a minimum frequency of not less than 6000 cycles per minute when submerged. Do not use vibrators to transport the concrete in the forms. Penetrate the previously placed lift with the vibrator when more than one lift is required. Use external vibrators on the exterior surface of the forms when internal vibrators do not provide adequate consolidation of the concrete. Vibrators shall be manipulated to work the concrete thoroughly around the reinforcement and embedded fixtures and into corners and angles of the forms. The vibration at any point shall be of sufficient duration to accomplish compaction but shall not be prolonged to where segregation occurs. Concrete deposited under water shall be carefully placed in a compact mass in its final position by means of a tremie or other approved method and shall not be disturbed after placement. 610-3.14 CONSTRUCTION JOINTS. If the placement of concrete is suspended, necessary provisions shall be made for joining future work before the placed concrete takes its initial set. For the proper bonding of old and new concrete, provisions shall be made for grooves, steps, reinforcing bars or other devices as specified. The work shall be arranged so that a section begun on any day shall be finished during daylight of the same day. Before depositing new concrete on or against concrete that has hardened, the surface of the hardened concrete shall be cleaned by a heavy steel broom, roughened slightly, wetted, and covered with a neat coating of cement paste or grout. 610-3.15 EXPANSION JOINTS. Expansion joints shall be constructed at such points and dimensions as indicated on the drawings. The premolded filler shall be cut to the same shape as the surfaces being joined. The filler shall be fixed firmly against the surface of the concrete already in place so that it will not x be displaced when concrete is deposited against it. 610-3.16 DEFECTIVE WORK. Any defective work discovered after the forms have been removed, which in the opinion of the Engineer cannot be repaired satisfactorily, shall be immediately removed and replaced at the expense of the Contractor. Defective work shall include deficient dimensions, or bulged, uneven, or honeycomb on the surface of the concrete. P-610-5 AC 150/5370-10G 7/21/2014 610-3.17 SURFACE FINISH. All exposed concrete surfaces shall be true, smooth, and free from open or rough areas, depressions, or projections. All concrete horizontal plane surfaces shall be brought flush to the proper elevation with the finished top surface struck-off with a straightedge and floated. Mortar finishing shall not be permitted, nor shall dry cement or sand-cement mortar be spread over the concrete during the finishing of horizontal plane surfaces. The surface finish of exposed concrete shall be a rubbed finish. If forms can be removed while the concrete is still green, the surface shall be wetted and then rubbed with a wooden float until all irregularities are removed. If the concrete has hardened before being rubbed, a carborundum stone shall be used to finish the surface, When approved, the finishing can be done with a finishing machine. 610-3.18 CURING AND PROTECTION. All concrete shall be properly cured and protected by the Contractor. The concrete shall be protected from the weather, flowing water, and from defacement of any nature during the project. The concrete shall be cured by covering with an approved material as soon as it has sufficiently hardened. Water-absorptive coverings shall be thoroughly saturated when placed and kept saturated for at least three (3) days following concrete placement. All curing mats or blankets shall be sufficiently weighted or tied down to keep the concrete surface covered and to prevent the surface from being exposed to air currents. Wooden forms shall be kept wet at all times until removed to prevent opening of joints and drying out of the concrete. Traffic shall not be allowed on concrete surfaces for seven (7) days after the concrete has been placed. 610-3.19 DRAINS OR DUCTS. Drainage pipes, conduits, and ducts that are to be encased in concrete shall be installed by the Contractor before the concrete is placed. The pipe shall be held rigidly so that it will not be displaced or moved during the placing of the concrete. 610-3.20 COLD WEATHER PLACING. When concrete is placed at temperatures below 40°F, the Contractor shall provide satisfactory methods and means to protect the mix from injury by freezing. The aggregates, or water, or both, shall be heated to place the concrete at temperatures between 50°F and 100°F. Calcium chloride may be incorporated in the mixing water when directed by the Engineer. Not more than 2 pounds of Type 1 nor more than 1.6 pounds of Type 2 shall be added per bag of cement. After the concrete has been placed, the Contractor shall provide sufficient protection such as cover, canvas, framework, heating apparatus, etc., to enclose and protect the structure and maintain the temperature of the mix at not less than 50°F until at least 60% of the designed strength has been attained. 610-3.21 HOT WEATHER PLACING. Concrete shall be properly placed and finished with procedures previously submitted, The concrete-placing temperature shall not exceed 90°F when measured in accordance with ASTM C1064. Cooling of the mixing water and aggregates, or both, may be required to obtain an adequate placing temperature. A retarder meeting the requirements of paragraph 610-2.6 may be used to facilitate placing and finishing. Steel forms and reinforcement shall be cooled prior to concrete placement when steel temperatures are greater than 120°F. Conveying and placing equipment shall be cooled if necessary to maintain proper concrete-placing temperature. Submit the proposed materials and methods for review and approval by the Engineer, if concrete is to be placed under hot weather conditions. 610-3.22 FILLING JOINTS. All joints that require filling shall be thoroughly cleaned, and any excess mortar or concrete shall be cut out with proper tools. Joint filling shall not start until after final curing and shall be done only when the concrete is completely dry. The cleaning and filling shall be done with proper equipment to obtain a neat looking joint free from excess filler. P-610-6 AC 150/5370-10G 7/21/2014 METHOD OF MEASUREMENT 610-4.1 Portland cement concrete shall not be measured separately for payment, as it shall be considered subsidiary to the item in which it is contained. used- sh-All be these shewn Gn the plans er eFdered by the Engineer. NA- rAe-As61FeR;GRtG GF fiRiSh!Rg ef the GeRGrete. Ne ded61GtiGn6 in yardage shall be made fA-.r the velumes ef FeiRfeFGiRg steel 9 embedded iteme. 610-4.2 Reinforcing steel shall not be measured separately for payment, as it shall be considered subsidiary to the item in which it is contained.-b the plaRG, the poundage to be paid for shall !FlGlude the weight ef metal pipes and dFaIRS, metal GGRduits BASIS OF PAYMENT 610-5.1 Payment shall not be made separately for Portland cement concrete nor reinforcing steel, as it shall be considered subsidiary to the item in which it is contained, he merle at the GentFaGt UR em the item. Item P 610-5.1 Structural Pe► land Qe-Mept GGRGrete—peF GWbiG Yard Ftem P-610 5.2 Steel R8!RfGFGemeRtPer PGWRd TESTING REQUIREMENTS ASTM C 31 Making and Curing Test Specimens in the Field ASTM C 39 Compressive Strength of Cylindrical Concrete Specimens ASTM C 136 Sieve Analysis of Fine and Coarse Aggregates ASTM C 138 Density(Unit Weight), Yield, and Air Content (Gravimetric) of Concrete ASTM C 143 Slump of Hydraulic Cement Concrete ASTM C 231 Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 666 Resistance of Concrete to Rapid Freezing and Thawing i ASTM C 1077 Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation ASTM C 1260 Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) ASTM C31 Standard Practice for Making and Curing Concrete Test Specimens in the Field P-610-7 AC 150/5370-10G 7/21/2014 ASTM C39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens ASTM C136 Standard Test Method for Sieve or Screen Analysis of Fine and Coarse Aggregates ASTM C138 Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete ASTM C143 Standard Test Method for Slump of Hydraulic-Cement Concrete ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C666 Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing ASTM C1017 Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete ASTM C1064 Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete ASTM C1077 Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation ASTM C1260 Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) ASTM C1567 Standard Test Method for Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregates (Accelerated Mortar- Bar Method) ASTM E329 Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection U.S. Army Corps of Engineers (USACE) Concrete Research Division (CRD) C662 Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials, Lithium Nitrate Admixture and Aggregate (Accelerated Mortar-Bar Method) MATERIAL REQUIREMENTS ASTM A 184 Specification for Fabricated Deformed Steel Bar or Rod Mats for Concrete Reinforcement ASTM A 185 Steel Welded Wire Fabric, Plain, for Concrete Reinforcement ASTM A 497 Steel Welded Wire Fabric, Deformed, for Concrete Reinforcement ASTM A 615 Deformed and Plain Billet-Steel Bars for Concrete Reinforcement ASTM A 704 Welded Steel Plain Bars or Rod Mats for Concrete Reinforcement ASTM C 33 Concrete Aggregates ASTM C 94 Ready-Mixed Concrete ASTM C 150 Portland Cement P-610-8 AC 15015370-10G 7/21/2014 ASTM C 171 Sheet Materials for Curing Concrete ASTM C 172 Sampling Freshly Mixed Concrete ASTM C 260 Air-Entraining Admixtures for Concrete ASTM C 309 Liquid Membrane-Forming Compounds for Curing Concrete ASTM C 494 Chemical Admixtures for Concrete ASTM C 595 Blended Hydraulic Cements ASTM C 618 Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete ASTM D 1751 Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types) ASTM D 1752 Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction AASHTO T 26 Quality of Water to be Used in Concrete ASTM A184 Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement ASTM A185 Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement ASTM A704 Standard Specification for Welded Steel Plain Bar or Rod Mats for Concrete Reinforcement ASTM A706 Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement ASTM A775 Standard Specification for Epoxy-Coated Steel Reinforcing Bars ASTM A934 Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars ASTM A1064 Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete ASTM C33 Standard Specification for Concrete Aggregates ASTM C94 Standard Specification for Ready-Mixed Concrete ASTM C150 Standard Specification for Portland Cement ASTM C171 Standard Specification for Sheet Materials for Curing Concrete ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C260 Standard Specification for Air-Entraining Admixtures for Concrete P-610-9 AC 150/5370-10G 7/21/2014 ASTM C309 Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete ASTM C494 Standard Specification for Chemical Admixtures for Concrete ASTM C595 Standard Specification for Blended Hydraulic Cements ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete ASTM D1751 Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Asphalt Types) ASTM D1752 Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction ACI 305R Hot Weather Concreting ACI 306R Cold Weather Concreting ACI 309R Guide for Consolidation of Concrete END OF ITEM P-610 P-610-10 132 Item 132 Embankment Texaa Department of Transportation 1. DESCRIPTION Furnish,place,and compact materials for construction of roadways,embankments,levees,dikes,or any designated section of the roadway where additional material is required. 2. MATERIALS Furnish approved material capable of forming a stable embankment from required excavation in the areas shown on the plans or from sources outside the right of way. Provide one or more of the following types as shown on the plans: ® Type A.Granular material that is free from vegetation or other objectionable material and meets the requirements of Table 1. Table 1 Testing Requirements Property Test Method Specification Limit Liquid limit Tex-104-E <_45 Plasticity index PI Tex-106-E <<_15 Bar linear shrinka e Tex-107-E >_2 Perform the Linear Shrinkage test only as indicated in Tex-104-E. ® Type B.Materials such as rock,loam,clay,or other approved materials. ® Type C.Material meeting the specification requirements shown on the plans.Type C may be further designated as Type C1,C2,etc. • Type D.Material from required excavation areas shown on the plans. Meet the requirements of the pertinent retaining wall Items for retaining wall backfill material. 3. CONSTRUCTION Meet the requirements of Item 7,"Legal Relations and Responsibilities,"when off right of way sources are used. Notify the Engineer before opening a material source to allow for required testing.Complete preparation of the right of way in accordance with Item 100,"Preparing Right of Way,"for areas to receive embankment. Backfill tree-stump holes or other minor excavations with approved material and tamp.Restore the ground surface,including any material disked loose or washed out,to its original slope.Compact the ground surface by sprinkling in accordance with Item 204,"Sprinkling,"and by rolling using equipment complying with Item 210,'Rolling,"when directed. Scarify and loosen the unpaved surface areas,except rock,to a depth of at least 6 in.unless otherwise shown on the plans.Bench slopes before placing material.Begin placement of material at the toe of slopes. Do not place trees,stumps,roots,vegetation,or other objectionable material in the embankment. Simultaneously recompact scarified material with the placed embankment material.Do not exceed the layer depth specified in Section 132.3.4.,"Compaction Methods." i Construct embankments to the grade and sections shown on the plans.Construct the embankment in layers approximately parallel to the finished grade for the full width of the individual roadway cross-sections unless 80 132 otherwise shown on the plans. Ensure that each section of the embankment conforms to the detailed sections or slopes.Maintain the finished section,density,and grade until the project is accepted. 3.1. Earth Embankments. Earth embankment is mainly composed of material other than rock.Construct embankments in successive layers,evenly distributing materials in lengths suited for sprinkling and rolling. Treat material with calcium-based additives in accordance with Section 260.2.3.,"Flexible Base,"when required.Obtain approval to incorporate rock and broken concrete produced by the construction project in the lower layers of the embankment.Place the rock and concrete outside the limits of the completed roadbed when the size of approved rock or broken concrete exceeds the layer thickness requirements in Section 132.3.4.,"Compaction Methods."Cut and remove all exposed reinforcing steel from thebroken concrete. Move the material dumped in piles or windrows by blading or by similar methods and incorporate it into uniform layers. Featheredge or mix abutting layers of dissimilar material for at least 100 ft.to ensure there are no abrupt changes in the material.Break down clods or lumps of material and mix embankment until a uniform material is attained. Apply water free of industrial wastes and other objectionable matter to achieve the uniform moisture content specified for compaction. Roll and sprinkle each embankment layer in accordance with Section 132.3.4.1.,"Ordinary Compaction," when ordinary compaction is specified.Compact the layer to the required density in accordance with Section 132.3.4.2.,"Density Control,"when density control isspecified. 3-2 s—esswe layeFs for the full width ef the readWay GFOSS se6tion with a depth ef 18 iR.GF IeSS. !RGFeaSe the layer depth for large FOGk sizes as approved.De Ret eXGeed a depth of 2 #2 ft.in any ease.Fill Veids GFeated Fpswrp thp depth of the embaRkMeRt layer Is greater than the P;a&Aum diFRGRSi()R Of aRY F()Gk.De Ret PlaGe graded material se that the deRSity and YnifeFmity is iR aGeordanGe with SeetleR 132.3.4.,"(;()mpaGtIGR Methods."Break up exposed eversized material as approved. Roll and spFinkle eaGh embaRkM8M layeF in aGeerdaRGe with SeGtiOR 132.3.4.4.,"Ordinary GempaGWR," SeGtIOA 132.3.4.2,,"Density QqRtFel,"wheR GINSity GOMM'is SpeGifled.Proof r,911 eaGh F9Gk layer as&GGt8d, G0rHpastien-. 33 bF!dgec in o nrrlonne with Item 40 3.4. Compaction Methods. Begin rolling longitudinally at the sides and proceed toward the center,overlapping on successive trips by at least 1/2 the width of the roller.Begin rolling at the lower side and progress toward the high side on super elevated curves.Alternate roller trips to attain slightly different lengths.Compact embankments in accordance with Section 132.4.1.,"Ordinary Compaction,"or Section 132.3.4.2.,"Density Control,"as shown on the plans. 34-.4-. Ordinary GempaGtign.Use approved relling eqUIPFHORt GE)FRplying with Item 219,"IRGHIRg,"W G9FnpaGteaGh Inose depth of bafare and during 4444g epeFatiens-Ce expeRse te the DepaFtmentif the required stability er finish is lost feF any reasen. 81 132 3.4.2. Density Control.Compact each layer to the required density using equipment complying with Item 210, "Rolling."Determine the maximum lift thickness based on the ability of the compacting operation and equipment to meet the required density.Do not exceed layer thickness of 16 in.loose or 12 in.compacted material unless otherwise approved.Maintain a level layer to ensure uniform compaction. The Engineer will use Tex-1 14-E to determine the maximum dry density(Da)and optimum moisture content (Xpt).Meet the requirements for field density and moisture content in Table 2 unless otherwise shown on the plans. Table 2 Field Density Control Requirements Description Density Moisture Content Tex-115-E P15 15 >_98%Da 15<PI s 35 _>98%Da and:s 102%Da _>WOPt. PI>35 >_95%Da ands 100%Da ?Wopt. Each layer is subject to testing by the Engineer for density and moisture content.During compaction,the moisture content of the soil should not exceed the value shown on the moisture-density curve,above optimum,required to achieve: • 98%dry density for soils with a PI greater than 15 but less than or equal to 35 or • 95%dry density for soils with PI greater than 35. Remove small areas of the layer to allow for density tests as required.Replace the removed material and recompact at no additional expense to the Department.Proof-roll in accordance with Item 216,'Proof Rolling,"when shown on the plans or as directed.Correct soft spots as directed. 3.5. Maintenance of Moisture and Reworking.Maintain the density and moisture content once all requirements in Table 2 are met.Maintain the moisture content no lower than 4%below optimum for soils with a PI greater than 15.Rework the material to obtain the specified compaction when the material loses the required stability,density, moisture,or finish.Alter the compaction methods and procedures on subsequent work to obtain specified density as directed. 3.6. Acceptance Criteria. 3.6.1. Grade Tolerances. 3.6.1.1. Staged Construction.Grade to within 0.1 ft.in the cross-section and 0.1 ft.in 16 ft.measured longitudinally. 3.6.1.2. Turnkey Construction.Grade to within 1/2 in.in the cross-section and 1/2 in.in 16 ft.measured longitudinally. 3.6.2. Gradation Tolerances.Ensure no more than 1 of the 5 most recent gradation tests is outside the specified limits on any individual sieve by more than 5%when gradation requirements are shown on the plans. 3.6.3. Density Tolerances.Ensure no more than 1 of the 5 most recent density tests for compaction work is outside the specified density limits,and no test is outside the limits by more than 3 pcf. 3.6.4. Plasticity Tolerances.Ensure no more than 1 of the 5 most recent PI tests for material is outside the specified limit by more than 2 points. 4. MEASUREMENT Ernbapkment will be measured by the GLING fetlews: . 82 i 44, Final, # GC)R&UGted and the lines,grades,and slepes-of the embank �Rt.in areas of salvaged topsoil,PaYFRent for WbaRkMeRt Will be Made iR aGGOFdaRGE?With ftem 460,"Twsoil."S44age OF SW811 f�Gt4G Will HOt be 4-.2L. Original.The GUNG YaFd Will be measwed iR ItS OFigiRal and RaklFal POMIOR usiRg the average end area method. 4� WheR Fneasured by the GubiG yard in 4s fiRal pesitieR,this is a plans quaRtIty measurement item qHaRtity to be paid is the quaRtity shE)wR iR the pre,pesal,uRless modified by AlUle 9.2.,"Plans Q61anfity Measurement.",-�vdditi 8R21#} mired. This item is for reference and shall not be measured for separate payment but considered subsidiary to Tx-247. 5. PAYMENT The wark performed and materials fUFRished in aGGOrdaRGO With thIG item and rneaswed as pmvided LIRder VVh8H PFGOf FOI!!Rg iS d'FeGted,it will be p2id f9F 1R aGGeFdaRGe With item 216,"Preof RelliRg." thio It8M Unl000..thenuico ohGWR en the plane WheFe subgFade iS GE)HStFUGted tinder this Gentrwt,GOFFE)Gti()R ef soft spots in the subgrade will e-aat-the subgrade will be paid 1R aG RGe with Artide 9.7.,"Payment fer Extra Werk and ForGe kwunt Me This item is for reference and shall not be measured for separate payment but considered subsidiary to Tx-247 83 160 Item 160 = ° T ®i l Texaa Department of7Yansportatlon 1. DESCRIPTION Furnish and place topsoil to the depths and on the areas shown on the plans. 2. MATERIALS Use easily cultivated,fertile topsoil that is free from objectionable material and resists erosion.Obtain topsoil from the right of way at sites of proposed excavation or embankment when specified on the plans,or as directed.Secure additional topsoil, if necessary,from approved sources outside the right of way in accordance with the requirements of Article 7.7.,'Preservation of Cultural and Natural Resources and the Environment."Ensure that the topsoil obtained from sites outside the right of way has a pH of 5.5 to 8.5,per Tex-128-E.Topsoil is subject to testing by the Engineer. Furnish water in accordance with Article 168.2.,"Materials." 3. CONSTRUCTION Remove and dispose of objectionable material from the topsoil source before beginning the work. Stockpile topsoil,when necessary,in a windrow at designated locations along the right of way line or as directed.Keep source and stockpile areas drained during the period of topsoil removal and leave them in a neat condition when removal is complete.Cultivate the area to a depth of 4 in.before placing topsoil.Spread the topsoil to a uniform loose cover at the thickness specified.Place and shape the topsoil as directed.Water and roll the topsoil with a light roller or other suitable equipment. 4. MEASUREMENT This Item will be measured by by the square yard complete in place at the specified thickness,er by the GLING Yard in vehiGleS at the POIRt Of deliveFy. 5. PAYMENT The work performed and the materials furnished in accordance with this Item and measured as provided under"Measurement'will be paid for at the unit price bid for"Furnishing and Placing Topsoil"of the depth specified on the plans(except for measurement by the cubic yard):This price is full compensation for securing necessary sources and royalties;furnishing topsoil;excavation, loading,hauling,stockpiling and placing;watering;rolling;and equipment,labor,materials,tools,and incidentals.Limits of excavation and embankment for payment are shown in Figure 1. Payment will be made under. Item TX-160-5.1 Topsoil(4"Thickness)—per Square Yard Item TX-160-5.2 Topsoil(Variable Thickness)—per Square Yard i 1 160 Excavation to be paid for under the pertinent excavation Item Topsoil to be salvaged CUT Subgrade Replaced Topsoil Embankment to be paid for under the pertinent embankment Item ubgrade Replaced Topsoil FILL ' Topsoil to be salya d... to caykme . nn rto a ing xx,. g paida or ec� y) Figure 1 Roadway Cross-Sections Showing Payment for Excavation and Embankment 2 964 Item 164 ° Seeding for Erosion Control reXag Department ofTransportation 1. DESCRIPTION Provide and install temporary or permanent seeding for erosion control as shown on the plans or as directed. 2. MATERIALS 2.1. Seed.Provide seed from the previous season's crop meeting the requirements of the Texas Seed Law, including the testing and labeling for pure live seed(PLS=Purity x Germination).Furnish seed of the designated species,in labeled unopened bags or containers to the Engineer before planting.Use within 12 mo.from the date of the analysis.When Buffalograss is specified,use seed that is treated with KNO3 (potassium nitrate)to overcome dormancy. Use Tables 1-4 to determine the appropriate seed mix and rates as specified on the plans. If a plant species is not available by the producers,the other plant species in the recommended seed mixture will be increased proportionally by the PLS/acre of the missing plant species. Seed shall be applied according to Table 2 for the Fort Worth District. Table 1 Permanent Rural Seed Mix District and Planting Dates Clay Soils Sandy Soils Species and Rates Ib.PLS/acre) Species and Rates Ib.PLS/acre) 1(Paris) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(Haskell) 3.2 Bermudagrass 1.5 Bermudagrass 1.8 Bahiagrass(Pensacola) 6.0 Little Bluestem(Native) 1.7 Sand Lovegrass 0.6 Illinois Bundleflower 1.0 Weeping Lovegrass(Ermelo) 0.8 Partridge Pea 1.0 2(Ft.Worth) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(Haskell) 1.0 Hooded Windmillgrass(Mariah) 0.2 Texas Grama(Atascosa) 1.0 Shortspike Windmillgrass(Welder) 0.2 Hairy Grama(Chaparral) 0.4 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Slender Grama(Dilley) 1.0 Little Bluestem(OK Select) 0.8 Sand Lovegrass(Mason) 0.2 Purple Prairie Clover(Cuero) 0.6 Sand Dropseed(Borden County) 0.2 Engelmann Daisy(Eldorado) 0.75 Partridge Pea(Comanche) 0.6 Illinois Bundleflower 1.3 Little Bluestem(OK Select) 0.8 Awnless Bushsunflower(Plateau) 0.2 Englemann Daisy(Eldorado) 0.75 Purple Prairie Clover 0.3 3(Wichita Falls) Green Sprangletop(Van Horn) 0.6 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(Haskell) 1.0 Hooded Windmillgrass(Mariah) 0.2 Texas Grama(Atascosa) 1.0 Shortspike Windmillgrass(Welder) 0.2 Hairy Grama(Chaparral) 0.4 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Sand Lovegrass(Mason) 0.2 Little Bluestem(OK Select) 0.8 Sand Dropseed(Borden County) 0.2 Blue Grama(Hachita) 0.4 Partridge Pea(Comanche) 0.6 Western Wheatgrass(Barton) 1.2 Little Bluestem(OK Select) 0.8 Galleta Grass(Viva) 0.6 Englemann Daisy(Eldorado) 0.75 Engelmann Daisy(Eldorado) 0.75 Purple Prairie Clover(Cuero) 0.3 Awnless Bushsunflower Plateau 0.2 97 ( 4(Amarillo) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.15—May 15 Sideoats Grama(Haskell) 3.6 Weeping Lovegrass(Ermelo) 0.8 Blue Grama(Hachita) 1.2 Blue Grama(Hachita) 1.0 Buffalograss(Texoka) 1.6 Sand Dropseed(Borden Co.) 0.3 Illinois Bundleflower 1.0 Sand Bluestem 1.8 Purple Prairie Clover 0.5 98 Table 1(continued) 164 Permanent Rural Seed Mix District and Planting Dates Clay Soils Sandy Soils Specie and Rates Ib.PLS/acre Species and Rates Ib.PLS/acre 5(Lubbock) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.15-May 15 Sideoats Grama(EI Reno) 3.6 Weeping Lovegrass(Ermelo) 0.8 Blue Grama(Hachita) 1.2 Blue Grama(Hachita) 1.0 Buffalograss(Texoka) 1.6 Sand Dropseed(Borden Co.) 0.3 Illinois Bundleflower 1.0 Sand Bluestem 1.8 Purple Prairie Clover 0.5 6(Odessa) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(South Texas) 1.0 Hooded Windmillgrass(Mariah) 0.2 Blue Grama(Hachita) 0.4 Blue Grama(Hachita) 0.4 Galleta Grass(Viva) 0.6 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Sand Lovegrass(Mason) 0.2 Pink Pappusgrass(Maverick) 0.6 Sand Dropseed(Borden County) 0.2 Alkali Sacaton(Saltalk) 0.2 Indian Ricegrass(Rim Rock) 1.6 Plains Bristlegrass(Catarina Blend) 0.2 Sand Bluestem(Cottle County) 1.2 False Rhodes Grass(Kinney) 0.1 Little Bluestem(Pastura) 0.8 Whiplash Pappusgrass(Webb) 0.6 Purple Prairie Clover(Cuero) 0.3 Arizona Cottonto (LaSalle) 0.2 7(San Angelo) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 1 Sideoats Grama(Haskell) 1.0 Hooded Windmillgrass(Mariah) 0.2 Texas Grama(Atascosa) 1.0 Shortspike Windmillgrass(Welder) 0.2 Hairy Grama(Chaparral) 0.4 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Sand Lovegrass(Mason) 0.2 Little Bluestem(OK Select) 0.4 Sand Dropseed(Borden County) 0.2 Blue Grama(Hachita) 0.4 Sand Bluestem(Cottle County) 1.2 Western Wheatgrass(Barton) 1.2 Partridge Pea(Comanche) 0.6 Galleta Grass(Viva) 0.6 Little Bluestem(OK Select) 0.8 Engelmann Daisy(Eldorado) 0.75 Englemann Daisy(Eldorado) 0.75 Illinois Bundleflower Sabine 1.0 Purple Prairie Clover Cuero 0.3 8(Abilene) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(Haskell) 1.0 Hooded Windmillgrass(Mariah) 0.2 Texas Grama(Atascosa) 1.0 Shortspike Windmillgrass(Welder) 0.2 Hairy Grama(Chaparral) 0.4 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Sand Lovegrass(Mason) 0.2 Little Bluestem(OK Select) 0.4 Sand Dropseed(Borden County) 0.2 Blue Grama(Hachita) 0.4 Sand Bluestem(Cottle County) 1.2 Western Wheatgrass(Barton) 1.2 Partridge Pea(Comanche) 0.6 Galleta Grass(Viva) 0.6 Little Bluestem(OK Select) 0.8 Engelmann Daisy(Eldorado) 0.75 Englemann Daisy(Eldorado) 0.75 Illinois Bundleflower Sabine 1.0 Purple Prairie Clover Cuero 0.3 9(Waco) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(Haskell) 1.0 Hooded Windmillgrass(Mariah) 0.2 Texas Grama(Atascosa) 1.0 Shortspike Windmillgrass(Welder) 0.2 Hairy Grama(Chaparral) 0.4 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Slender Grama(Dilley) 1.0 Little Bluestem(OK Select) 0.8 Sand Lovegrass(Mason) 0.2 Purple Prairie Clover(Cuero) 0.6 Sand Dropseed(Borden County) 0.2 Engelmann Daisy(Eldorado) 0.75 Partridge Pea(Comanche) 0.6 Illinois Bundleflower 1.3 Little Bluestem(OK Select) 0.8 Awnless Bushsunflower(Plateau) 0.2 Englemann Daisy(Eldorado) 0.75 Purple Prairie Clover 0.3 10(Tyler) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 1.8 Bermudagrass 1.8 Bahiagrass(Pensacola) 9.0 Bahiagrass(Pensacola) 9.0 Sideoats Grama(Haskell) 2.7 Weeping Lovegrass(Ermelo) 0.5 Illinois Bundleflower 1.0 Sand Lovegrass 0.5 Lance-Leaf Coreo sis 1.0 11 (Lufkin) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 1.8 Bermudagrass 2.1 a Bahiagrass(Pensacola) 9.0 Bahiagrass(Pensacola) 9.0 Sideoats Grama(Haskell) 2.7 Sand Lovegrass 0.5 Illinois Bundleflower 1.0 Lance-Leaf Coreo sis 1.0 99 i Table 1(continued) 164 Permanent Rural Seed Mix District and Planting Dates Clay Soils Sandy Soils Species and Rates Ib.PLS/acre) Species and Rates Ib.PLS/acre) 12(Houston) Green Sprangletop 0.3 Green Sprangletop 0.3 Jan.15-May 15 Bermudagrass 2.1 Bermudagrass 2.4 Sideoats Grama(Haskell) 3.2 Bahiagrass(Pensacola) 10.5 Little Bluestem(Native) 1.4 Weeping Lovegrass(Ermelo) 1.0 Illinois Bundleflower 1.0 Lance-Leaf Coreo sis 1.0 13(Yoakum) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Jan.15-May 15 Sideoats Grama(South Texas) 1.0 Hooded Windmillgrass(Mariah) 0.4 Texas Grama(Atascosa) 1.5 Slender Grama(Dilley) 1.0 Slender Grama(Dilley) 1.0 Hairy Grama(Chaparral) 0.8 Shortspike Windmillgrass(Welder) 0.3 Shortspike Windmillgrass(Welder) 0.2 Halls Panicum(Oso) 0.2 Purple Prairie Clover(Cuero) 0.6 Plains Bristlegrass(Catarina Blend) 0.2 Partridge Pea(Comanche) 0.6 Canada Wildrye(Lavaca) 2.0 Englemann Daisy(Eldorado) 1.0 Illinois Bundleflower(Sabine) 1.3 Purple Prairie Clover Cuero 0.6 14(Austin) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(South Texas) 1.0 Hooded Windmillgrass(Mariah) 0.2 Texas Grama(Atascosa) 1.0 Shortspike Windmillgrass(Welder) 0.2 Hairy Grama(Chaparral) 0.4 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Slender Grama(Dilley) 1.0 Little Bluestem(OK Select) 0.8 Sand Lovegrass(Mason) 0.2 Purple Prairie Clover(Cuero) 0.6 Sand Dropseed(Borden County) 0.2 Engelmann Daisy(Eldorado) 0.75 Partridge Pea(Comanche) 0.6 Illinois Bundleflower(Sabine) 1.3 Little Bluestem(OK Select) 0.8 Awnless Bushsunflower(Plateau) 0.2 Englemann Daisy(Eldorado) 0.75 Purple Prairie Clover 0.3 15(San Antonio) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 1 Sideoats Grama(South Texas) 1.0 Slender Grama(Dilley) 2.0 Texas Grama(Atascosa) 1.0 Hairy Grama(Chaparral) 0.6 Slender Grama(Dilley) 1.0 Shortspike Windmillgrass(Welder) 0.4 Shortspike Windmillgrass(Welder) 0.2 Pink Pappusgrass(Maverick) 0.6 Pink Pappusgrass(Maverick) 0.6 Plains Bristlegrass(Catarina Blend) 0.2 Halls Panicum(Oso) 0.2 Hooded Windmillgrass(Mariah) 0.3 Plains Bristlegrass(Catarina Blend) 0.2 Multi-flowered False Rhoades Grass(Hidalgo) 0.1 False Rhodes Grass(Kinney) 0.1 Arizona Cottontop(LaSalle) 0.2 Hooded Windmillgrass(Mariah) 0.2 Arizona Cottontop(LaSalle) 0.2 16(Corpus Christi) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Jan.1-May 1 Sideoats Grama(South Texas) 1.0 Slender Grama(Dilley) 2.0 Texas Grama(Atascosa) 1.0 Hairy Grama(Chaparral) 0.6 Slender Grama(Dilley) 1.0 Shortspike Windmillgrass(Welder) 0.4 Shortspike Windmillgrass(Welder) 0.2 Pink Pappusgrass(Maverick) 0.6 Pink Pappusgrass(Maverick) 0.6 Plains Bristlegrass(Catarina Blend) 0.2 Halls Panicum(Oso) 0.2 Hooded Windmillgrass(Mariah) 0.3 Plains Bristlegrass(Catarina Blend) 0.2 Multi-flowered False Rhodes Grass(Hidalgo) 0.1 False Rhodes Grass(Kinney) 0.1 Arizona Cottontop(LaSalle) 0.2 Hooded Windmillgrass(Mariah) 0.2 Arizona Cottontop(LaSalle) 0.2 17(Bryan) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 1.5 Bermudagrass 1.5 Sideoats Grama(Haskell) 3.6 Bahiagrass(Pensacola) 7.5 Little Bluestem(Native) 1.7 Weeping Lovegrass(Ermelo) 0.6 Illinois Bundleflower 1.0 Sand Lovegrass 0.6 Lance-Leaf Coreo sis 1.0 10 Table 1(continued) 164 Permanent Rural Seed Mix District and Planting Dates Clay Soils Sandy Soils Species and Rates Ib.PLS/acre) Species and Rates Ib.PLS/acre) 18(Dallas) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(Haskell) 1.0 Hooded Windmillgrass(Mariah) 0.2 Texas Grama(Atascosa) 1.0 Shortspike Windmillgrass(Welder) 0.2 Hairy Grama(Chaparral) 0.4 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Slender Grama(Dilley) 1.0 Little Bluestem(OK Select) 0.8 Sand Lovegrass(Mason) 0.2 Purple Prairie Clover(Cuero) 0.6 Sand Dropseed(Borden County) 0.2 Engelmann Daisy(Eldorado) 0.75 Partridge Pea(Comanche) 0.6 Illinois Bundleflower 1.3 Little Bluestem(OK Select) 0.8 Awnless Bushsunflower(Plateau) 0.2 Englemann Daisy(Eldorado) 0.75 Purple Prairie Clover 0.3 19(Atlanta) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 2.4 Bermudagrass 2.1 Sideoats Grama(Haskell) 4.5 Bahiagrass(Pensacola) 7.5 Illinois Bundleflower 1.0 Sand Lovegrass 0.6 Lance-Leaf Coreo sis 1.0 20(Beaumont) Green Sprangletop 0.3 Green Sprangletop 0.3 Jan.15-May 15 Bermudagrass 2.7 Bermudagrass 2.1 Sideoats Grama(Haskell) 4.1 Bahiagrass(Pensacola) 7.5 Illinois Bundleflower 1.0 Sand Lovegrass 0.6 Lance-Leaf Coreo sis 1.0 21(Pharr) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Jan.15-May 15 Sideoats Grama(South Texas) 1.0 Slender Grama(Dilley) 2.0 Texas Grama(Atascosa) 1.0 Hairy Grama(Chaparral) 0.6 Slender Grama(Dilley) 1.0 Shortspike Windmillgrass(Welder) 0.4 Shortspike Windmillgrass(Welder) 0.2 Pink Pappusgrass(Maverick) 0.6 Pink Pappusgrass(Maverick) 0.6 Plains Bristlegrass(Catarina Blend) 0.2 Halls Panicum(Oso) 0.2 Hooded Windmillgrass(Mariah) 0.3 Plains Bristlegrass(Catarina Blend) 0.2 Multi-flowered False Rhoades Grass(Hidalgo) 0.1 False Rhodes Grass(Kinney) 0.1 Arizona Cottontop(La Salle) 0.2 Hooded Windmillgrass(Mariah) 0.2 Arizona Cottontop(LaSalle) 0.2 22(Laredo) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Jan.15-May 1 Sideoats Grama(South Texas) 1.0 Slender Grama(Dilley) 2.0 Texas Grama(Atascosa) 1.0 Hairy Grama(Chaparral) 0.6 Slender Grama(Dilley) 1.0 Shortspike Windmillgrass(Welder) 0.4 Shortspike Windmillgrass(Welder) 0.2 Pink Pappusgrass(Maverick) 0.6 Pink Pappusgrass(Maverick) 0.6 Plains Bristlegrass(Catarina Blend) 0.2 Halls Panicum(Oso) 0.2 Hooded Windmillgrass(Mariah) 0.3 Plains Bristlegrass(Catarina Blend) 0.2 Multi-flowered False Rhoades Grass(Hidalgo) 0.1 False Rhodes Grass(Kinney) 0.1 Arizona Cottontop(LaSalle) 0.2 Hooded Windmillgrass(Mariah) 0.2 Arizona Cottonto (LaSalle) 0.2 23(Brownwood) Green Sprangletop(Van Horn) 0.6 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(Haskell) 1.0 Hooded Windmillgrass(Mariah) 0.2 Texas Grama(Atascosa) 1.0 Shortspike Windmillgrass(Welder) 0.2 Hairy Grama(Chaparral) 0.4 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Sand Lovegrass(Mason) 0.2 Little Bluestem(OK Select) 0.8 Sand Dropseed(Borden County) 0.2 Blue Grama(Hachita) 0.4 Partridge Pea(Comanche) 0.6 Western Wheatgrass(Barton) 1.2 Little Bluestem(OK Select) 0.8 Galleta Grass(Viva) 0.6 Englemann Daisy(Eldorado) 0.75 Engelmann Daisy(Eldorado) 0.75 Purple Prairie Clover(Cuero) 0.3 Awnless Bushsunflower Plateau 0.2 i 100 Table 1 (continued) 164 Permanent Rural Seed Mix District and Planting Dates Clay Soils Sandy Soils Species and Rates Ib.PLS/acre Species and Rates Ib.PLS/acre 24(EI Paso) Green Sprangletop(Van Horn) 1.0 Green Sprangletop(Van Horn) 1.0 Feb.1-May 15 Sideoats Grama(South Texas) 1.0 Hooded Windmillgrass(Mariah) 0.2 Blue Grama(Hachita) 0.4 Blue Grama(Hachita) 0.4 Galleta Grass(Viva) 0.6 Hairy Grama(Chaparral) 0.4 Shortspike Windmillgrass(Welder) 0.2 Sand Lovegrass(Mason) 0.2 Pink Pappusgrass(Maverick) 0.6 Sand Dropseed(Borden County) 0.2 Alkali Sacaton(Saltalk) 0.2 Indian Ricegrass(Rim Rock) 1.6 Plains Bristlegrass(Catarina Blend) 0.2 Sand Bluestem(Cottle County) 1.2 False Rhodes Grass(Kinney) 0.1 Little Bluestem(Pastura) 0.8 Whiplash Pappusgrass(Webb) 0.6 Purple Prairie Clover(Cuero) 0.3 Arizona Cottonto LaSalle) 0.2 25(Childress) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(EI Reno) 2.7 Weeping Lovegrass(Ermelo) 1.2 Blue Grama(Hachita) 0.9 Sand Dropseed(Borden Co.) 0.5 Western Wheatgrass 2.1 Sand Lovegrass 0.8 Galleta 1.6 Purple Prairie Clover 0.5 Illinois Bundleflower 1.0 Table 2 Permanent Urban Seed Mix District and Planting Dates Clay Soils Sandy Soils Species and Rates Ib.PLS/acre Species and Rates Ib.PLS/acre 1(Paris) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 2.4 Bermudagrass 5.4 Sideoats Grama Haskell 4.5 2(Ft.Worth) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(EI Reno) 3.6 Sideoats Grama(EI Reno) 3.6 Bermudagrass 2.4 Bermudagrass 2.1 Buffalograss Texoka 1.6 Sand Dropseed Borden Co. 0.3 3(Wichita Falls) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(EI Reno) 4.5 Sideoats Grama(EI Reno) 3.6 Bermudagrass 1.8 Bermudagrass 1.8 Buffalograss Texoka 1.6 Sand Dropseed Borden Co. 0.4 4(Amarillo) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.15-May 15 Sideoats Grama(EI Reno) 3.6 Sideoats Grama(EI Reno) 2.7 Blue Grama(Hachita) 1.2 Blue Grama(Hachita) 0.9 Buffalograss(Texoka) 1.6 Sand Dropseed(Borden Co.) 0.4 Buffalograss Texoka 1.6 5(Lubbock) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.15-May 15 Sideoats Grama(EI Reno) 3.6 Sideoats Grama(EI Reno) 2.7 Blue Grama(Hachita) 1.2 Blue Grama(Hachita) 0.9 Buffalograss(Texoka) 1.6 Sand Dropseed(Borden Co.) 0.4 Buffalograss Texoka 1.6 6(Odessa) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(Haskell) 3.6 Sideoats Grama(Haskell) 2.7 Blue Grama(Hachita) 1.2 Sand Dropseed(Borden Co.) 0.4 Buffalograss(Texoka) 1.6 Blue Grama(Hachita) 0.9 Buffalograss Texoka 1.6 7(San Angelo) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 1 Sideoats Grama(Haskell) 7.2 Sideoats Grama(Haskell) 3.2 Buffalograss(Texoka) 1.6 Sand Dropseed(Borden Co.) 0.3 Blue Grama(Hachita) 0.9 Buffalograss Texoka 1.6 8(Abilene) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(Haskell) 3.6 Sand Dropseed(Borden Co.) 0.3 Blue Grama(Hachita) 1.2 Sideoats Grama(Haskell) 3.6 Buffalograss(Texoka) 1.6 Blue Grama(Hachita) 0.8 Buffalograss Texoka 1.6 101 Table 2(continued) 164 Permanent Urban Seed Mix District and Planting Dates Clay Soils Sandy Soils Species and Rates lb.PLS/acre) Species and Rates Ib.PLS/acre 9(Waco) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 1.8 Buffalograss(Texoka) 1.6 Buffalograss(Texoka) 1.6 Bermudagrass 3.6 Sideoats Grama Haskell 4.5 Sand Dropseed Borden Co. 0.4 10(Tyler) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 2.4 Bermudagrass 5.4 Sideoats Grama Haskell 4.5 11 (Lufkin) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 2.4 Bermudagrass 5.4 Sideoats Grama Haskell 4.5 12(Houston) Green Sprangletop 0.3 Green Sprangletop 0.3 Jan.15-May 15 Sideoats Grama(Haskell) 4.5 Bermudagrass 5.4 Bermudagrass 2.4 13(Yoakum) Green Sprangletop 0.3 Green Sprangletop 0.3 Jan.15-May 15 Sideoats Grama(South Texas) 4.5 Bermudagrass 5.4 Bermudagrass 2.4 14(Austin) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 2.4 Bermudagrass 4.8 Sideoats Grama(South Texas) 3.6 Buffalograss(Texoka) 1.6 Buffalograss Texoka 1.6 15(San Antonio) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 1 Sideoats Grama(South Texas) 3.6 Bermudagrass 4.8 Bermudagrass 2.4 Buffalograss(Texoka) 1.6 Buffalograss Texoka 1.6 16(Corpus Christi) Green Sprangletop 0.3 Green Sprangletop 0.3 Jan.1-May 1 Sideoats Grama(South Texas) 3.6 Bermudagrass 4.8 Bermudagrass 2.4 Buffalograss(Texoka) 1.6 Buffalograss Texoka 1.6 17(Bryan) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 2.4 Bermudagrass 5.4 Sideoats Grama Haskell 4.5 18(Dallas) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(EI Reno) 3.6 Buffalograss(Texoka) 1.6 Buffalograss(Texoka) 1.6 Bermudagrass 3.6 Bermudagrass 2.4 Sand Dropseed Borden Co. 0.4 19(Atlanta) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Bermudagrass 2.4 Bermudagrass 5.4 Sideoats Grama Haskell 4.5 20(Beaumont) Green Sprangletop 0.3 Green Sprangletop 0.3 Jan.15-May 15 Bermudagrass 2.4 Bermudagrass 5.4 Sideoats Grama Haskell 4.5 21 (Pharr) Green Sprangletop 0.3 Green Sprangletop 0.3 Jan. 15-May 15 Sideoats Grama(South Texas) 3.6 Buffalograss(Texoka) 1.6 Buffalograss(Texoka) 1.6 Bermudagrass 3.6 Bermudagrass 2.4 Sand Dropseed Borden Co. 0.4 22(Laredo) Green Sprangletop 0.3 Green Sprangletop 0.3 Jan.15-May 1 Sideoats Grama(South Texas) 4.5 Buffalograss(Texoka) 1.6 Buffalograss(Texoka) 1.6 Bermudagrass 3.6 Bermudagrass 1.8 Sand Dropseed 0.4 23(Brownwood) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(Haskell) 3.6 Buffalograss(Texoka) 1.6 Bermudagrass 1.2 Bermudagrass 3.6 Blue Grama Hachita 0.9 Sand Dropseed Borden Co. 0.4 24(EI Paso) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb. 1-May 15 Sideoats Grama(South Texas) 3.6 Buffalograss(Texoka) 1.6 Blue Grama(Hachita) 1.2 Sand Dropseed(Borden Co.) 0.4 Buffalograss Texoka 1.6 Blue Grama Hachita 1.8 25(Childress) Green Sprangletop 0.3 Green Sprangletop 0.3 Feb.1-May 15 Sideoats Grama(EI Reno) 3.6 Sand Dropseed(Borden Co.) 0.4 Blue Grama(Hachita) 1.2 Buffalograss(Texoka) 1.6 Buffalograss Texoka 1.6 Bermudagrass 1.8 102 164 Table 3 Temporary Cool Season Seeding Districts Dates Seed Mix and Rates Ib.PLS/acre) Paris(1),Amarillo(4),Lubbock(5),Dallas(18) September 1—November 30 Tall Fescue 4.5 Western Wheatgrass 5.6 Wheat Red,Winter 34 Odessa(6),San Angelo(7),EI Paso(24) September 1—November 30 Western Wheatgrass 8.4 Wheat Red,Winter 50 Waco(9),Tyler(10),Lufkin(11),Austin(14),San Antonio(15), September 1—November 30 Tall Fescue 4.5 Bryan(17),Atlanta(19) Oats 24 Wheat 34 Houston(12),Yoakum(13),Corpus Christi(16),Beaumont(20), September 1—November 30 Oats 72 Pharr(21),Laredo 22 Ft.Worth(2),Wichita Falls(3),Abilene(8),Brownwood(23), September 1—November 30 Tall Fescue 4.5 Childress(25) Western Wheatgrass 5.6 Cereal Rye 34 Table 4 Temporary Warm Season Seeding Districts Dates Seed Mix and Rates Ib.PLSlacre All May 1—August 31 Foxtail Millet 34 2.2. Fertilizer.Use fertilizer in conformance with Article 166.2.,"Materials." 2.3. Vegetative Watering.Use water that is clean and free of industrial wastes and other substances harmful to the growth of vegetation. 2.4. Mulch. 2.4.1. Straw or Hay Mulch.Use straw or hay mulch in conformance with Section 162.2.5.,"Mulch." Cellulose Fiber Mulch. Use only cellulose fiber mulches that are on the Approved Products List,Erosion Control Approved Products.(http://www.txdot.gov/business/resources/erosion-control.html)Submit one full set of manufacturer's literature for the selected material.Keep mulch dry until applied.Do not use molded or rotted material. 2.5. Tacking Methods. Use a tacking agent applied in accordance with the manufacturer's recommendations or a crimping method on all straw or hay mulch operations.Use tacking agents as approved or as specified on the plans. 3. CONSTRUCTION Cultivate the area to a depth of 4 in.before placing the seed unless otherwise directed. Use approved equipment to vertically track the seedbed as shown on the plans or as directed.Cultivate the seedbed to a depth of 4 in.or mow the area before placement of the permanent seed when performing permanent seeding after an established temporary seeding. Plant the seed specified and mulch,if required,after the area has been completed to lines and grades as shown on theplans. 3.1. Broadcast Seeding.Distribute the seed or seed mixture uniformly over the areas shown on the plans using hand or mechanical distribution or hydro-seeding on top of the soil unless otherwise directed.Apply the mixture to the area to be seeded within 30 min.of placement of components in the equipment when seed and water are to be distributed as a slurry during hydro-seeding.Roll the planted area with a light roller or other suitable equipment. Roll sloped areas along the contour of theslopes. 3.2. Straw or Hay Mulch Seeding. Plant seed according to Section 164.3.1.,"Broadcast Seeding."Apply straw or hay mulch uniformly over the seeded area immediately after planting the seed or seed mixture.Apply 103 164 straw mulch at 2 to 2.5 tons per acre.Apply hay mulch at 1.5 to 2 tons per acre.Use a tacking method over the mulched area. 3.3. Cellulose Fiber Mulch Seeding. Plant seed in accordance with Section 164.3.1.,'Broadcast Seeding." Apply cellulose fiber mulch uniformly over the seeded area immediately after planting the seed or seed mixture at the following rates. ® Sandy soils with slopes of 3:1 or less-2,500 Ib.peracre. ® Sandy soils with slopes greater than 3:1-3,000 Ib.peracre. ® Clay soils with slopes of 3:1 or less-2,000 Ib.peracre. ® Clay soils with slopes greater than 3:1-2,300 Ib.peracre. Cellulose fiber mulch rates are based on dry weight of mulch per acre.Mix cellulose fiber mulch and water to make a slurry and apply uniformly over the seeded area using suitable equipment. 3.4. Drill Seeding. Plant seed or seed mixture uniformly over the area shown on the plans at a depth of 1/4 to 1/3 in,using a pasture or rangeland type drill unless otherwise directed.Plant seed along the contour of the slopes. 3.5. Straw or Hay Mulching.Apply straw or hay mulch uniformly over the area as shown on the plans.Apply straw mulch at 2 to 2.5 tons per acre.Apply hay mulch at 1.5 to 2 tons per acre.Use a tacking method over the mulched area. Apply fertilizer in conformance with Article 166.3.,"Construction."Seed and fertilizer may be distributed simultaneously during"Broadcast Seeding"operations,provided each component is applied at the specified rate.Apply half of the required fertilizer during the temporary seeding operation and the other half during the permanent seeding operation when temporary and permanent seeding are both specified for the same area. Water the seeded areas at the rates and frequencies as shown on the plans or as directed. 4. MEASUREMENT This Item will be measured by the square yard er by the acre. 5. PAYMENT The work performed and the materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for"Broadcast Seeding(Perm)"of the rural orurban seed mixture and sandy or clay soil specified,'Broadcast Seeding(Temp)"of warm or cool season specified, "Straw or Hay Mulch Seeding(Perm)"of the rural or urban seed mixture and sandy or clay soil specified, "Straw or Hay Mulch Seeding(Temp)"of warm or cool season specified,"Cellulose Fiber Mulch Seeding (Perm)"of the rural or urban seed mixture and sandy or clay soil specified,"Cellulose Fiber Mulch Seeding (Temp)"of warm or cool season specified,"Drill Seeding(Perm)"of the rural or urban seed mixture and sandy or clay soil specified,"Drill Seeding(Temp)"of warm or cool season specified,and"Straw or Hay Mulching."This price is full compensation for furnishing materials,including water for hydro-seeding and hydro-mulching operations,mowing,labor,equipment,tools,supplies,and incidentals. Fertilizer will not be paid for directly but will be subsidiary to this Item.Water for irrigating the seeded area,when specified,will be paid for under Item 168,"Vegetative Watering." Payment will be made under: Item TX-164-5.1 Broadcast Seeding(Perm)—per acre 104 I 247 Item 247 Flexible aseTexas Department ofTYansportatlon 1. DESCRIPTION Construct a foundation course composed of flexible base. 2. MATERIALS Furnish uncontaminated materials of uniform quality that meet the requirements of the plans and specifications.Notify the Engineer of the proposed material sources and of changes to material sources.The Engineer may sample and test project materials at any time before compaction throughout the duration of the project to assure specification compliance. Use Tex-1 00-E material definitions. 2.1. Aggregate.Furnish aggregate of the type and grade shown on the plans and meeting the requirements of Table 1.Each source must meet Table 1 requirements for liquid limit,plasticity index,and wet ball mill for the grade specified.Do not use additives,such as but not limited to lime,cement,or fly ash to modify aggregates to meet the requirements of Table 1 unless shown on the plans. Table 1 Material Requirements Property Test Method Grade 1-2 Grade 3 Grade 42 Grade 5 Sampling Tex-400-A Master gradation sieve size (cumulative%retained 2-1/2" 0 0 0 1-3/4" 0-10 0-10 0-5 7/8" Tex-1 10-E 10-35 — As shown on the 10-35 3/8" 30-65 — plans 35-65 #4 45-75 45-75 45-75 #40 65-90 50-85 70-90 Liquid Limit,%Max Tex-1 04-E 40 40 As shown on the 35 Tans Plasticity Index,Max' 10 12 As shown on the 10 Tex-106-E plans Plasticity index,Min' As shown on the As shown on the As shown on the As shown on the tans plans plans plans Wet ball mill,%Max 40 _ As shown on the 40 Tex-116-E Ians Wet ball mill,%Max increase passing the 20 — As shown on the 20 #40 sieve plans Min compressive strength,psi lateral pressure 0 psi Tex-1 17-E 35 — As shown on the — lateral pressure 3 psi — — plans 90 lateral pressure 15 psi 175 — 175 1. Determine plastic index in accordance with Tex-1 07-E(linear shrinkage)when liquid limit is unattainable as defined inTex-104-E. 2. Grade 4 may be further designated as Grade 4A,Grade 4B,etc. 2.1.1. Material Tolerances.The Engineer may accept material if no more than 1 of the 5 most recent gradation tests has an individual sieve outside the specified limits of the gradation. When target grading is required by the plans,no single failing test may exceed the master grading by more than 5 percentage points on sieves No.4 and larger or 3 percentage points on sieves smaller than No.4. The Engineer may accept material if no more than 1 of the 5 most recent plasticity index tests is outside the specified limit.No single failing test may exceed the allowable limit by more than 2 points. 126 I 247 2.1.2. Material Types.Do not use fillers or binders unless approved. Furnish the type specified on the plans in accordance with the following: 2.1.2.1. Type A.Crushed stone produced and graded from oversize quarried aggregate that originates from a single, naturally occurring source.Do not use gravel or multiple sources. 2.1.2.2. Type B.Crushed or uncrushed gravel. Blending of 2 or more sources is allowed. 2.1.2.3. Type C.Crushed gravel with a minimum of 60%of the particles retained on a No.4 sieve with 2 or more crushed faces as determined by Tex-460-A,Part I.Blending of 2 or more sources is allowed. 2.1.2.4. Type D.Type A material or crushed concrete.Crushed concrete containing gravel will be considered Type D material.Crushed concrete must meet the requirements in Section 247.2.1.3.2.,`Recycled Material (including Crushed Concrete)Requirements,"and be managed in a way to provide for uniform quality.The Engineer may require separate dedicated stockpiles in order to verify compliance. 2.1.2.5. Type E.Caliche,iron ore or as otherwise shown on the plans. 24-4: ReGyGled MateFlal.ROGYGIOEI asphalt pavement(RAP)and other reGyGled mate�lals may be used when Recycled asphalt Pavement shall not be used. 2.1.3.1. Limits on Percentage.Do not exceed 20%RAP by weight,when RAP is allowed,unless otherwise shown on the plans.The percentage limitations for other recycled materials will be as shown on the plans. 2.1.3.2. Recycled Material(Including Crushed Concrete)Requirements. 2.1.3.2.1. Contractor-Furnished Recycled Materials. Provide recycled materials that have a maximum sulfate content of 3,000 ppm when tested in accordance with Tex-145-E.When the Contractor furnishes the recycled materials,including crushed concrete,the final product will be subject to the requirements of Table 1 for the grade specified.Certify compliance with DMS-11000,"Evaluating and Using Nonhazardous Recyclable Materials Guidelines,"for Contractor furnished recycled materials.In addition, recycled materials must be free from reinforcing steel and other objectionable material and have at most 1.5%deleterious material when tested in accordance with Tex-413-A.For RAP,do not exceed a maximum percent loss from decantation of 5.0%when tested in accordance with Tex-406-A.Test RAP without removing the asphalt. 2.1.3.2.2. Department-Furnished Required Recycled Materials.When the Department furnishes and requiresthe use of recycled materials,unless otherwise shown on the plans: ■ Department-required recycled material will not be subject to the requirements in Table 1, ■ Contractor-furnished materials are subject to the requirements in Table 1 and this Item, ■ the final product, blended,will be subject to the requirements in Table 1,and ■ for final product,unblended(100%Department-furnished required recycled material),the liquid limit, plasticity index,wet ball mill,and compressive strength is waived. Crush Department-furnished RAP so that 100%passes the 2 in.sieve.The Contractor is responsible for uniformly blending to meet the percentage required. 2.1.3.2.3. Department-Furnished and Allowed Recycled Materials.When the Department furnishes and allowsthe use of recycled materials or allows the Contractor to furnish recycled materials,the final blended product is subject to the requirements of Table 1 and the plans. 2.1.3.3. Recycled Material Sources.Department-owned recycled material is available to the Contractor onlywhen shown on the plans.Return unused Department-owned recycled materials to the Department stockpile location designated by the Engineer unless otherwise shown on the plans. 127 247 The use of Contractor-owned recycled materials is allowed when shown on the plans.Contractor-owned surplus recycled materials remain the property of the Contractor.Remove Contractor-owned recycled materials from the project and dispose of them in accordance with federal,state,and local regulations before project acceptance.Do not intermingle Contractor-owned recycled material with Department-owned recycled material unless approved. 2.2. Water. Furnish water free of industrial wastes and other objectionable matter. 2.3. Material Sources.Expose the vertical faces of all strata of material proposed for use when non-commercial sources are used.Secure and process the material by successive vertical cuts extending through all exposed strata,when directed. 3. EQUIPMENT Provide machinery,tools,and equipment necessary for proper execution of the work. 3.1. Provide rollers in accordance with Item 210,'Rolling."Provide proof rollers in accordance with Item 216, "Proof Rolling,"when required. 3.2. When ride quality measurement is required,provide a high speed or lightweight inertial profiler certified at the Texas A&M Transportation Institute.Provide equipment certification documentation.Display a currentdecal on the equipment indicating the certification expiration date. 4. CONSTRUCTION Construct each layer uniformly,free of loose or segregated areas,and with the required density and moisture content.Provide a smooth surface that conforms to the typical sections,lines,and grades shown on the plans or as directed. Stockpile base material temporarily at an approved location before delivery to the roadway.Build stockpiles in layers no greater than 2 ft.thick.Stockpiles must have a total height .-no greater than 15 feet unless otherwise approved.After construction and acceptance of the stockpile,loading from the stockpile for delivery is allowed.Load by making successive vertical cuts through the entire depth of the stockpile. Do not add or remove material from temporary stockpiles that require sampling and testing before delivery unless otherwise approved.Charges for additional sampling and testing required as a result of adding or removing material will be deducted from the Contractor's estimates. Haul approved flexible base in clean trucks.Deliver the required quantity to each 100-ft.station or designated stockpile site as shown on the plans.Prepare stockpile sites as directed.When delivery is to the 100-ft.station,manipulate in accordance with the applicable Items. 4.1. Preparation of Subgrade or Existing Base.Remove or scarify existing asphalt concrete pavement in accordance with Item 105,"Removing Treated and Untreated Base and Asphalt Pavement,"when shown on the plans or as directed.Shape the subgrade or existing base to conform to the typical sections shown on the plans or as directed. 4.2. The subgrade shall be prepared in accordance with specification Tx-132 sections"Compaction Methods"and"Density Control". Subgrade preparation shall be considered subsidiary flexible base. F When new base is required to be mixed with existing base,deliver,place,and spread the new flexible base in the required amount per station.Manipulate and thoroughly mix the new base with existing material to provide a uniform mixture to the specified depth before shaping. 128 I 247 Proof roll the roadbed in accordance with Item 216,"Proof Rolling,"before pulverizing or scarifyingwhen shown on the plans or directed.Correct soft spots as directed. 4.3. Placing.Spread and shape flexible base into a uniform layer with an approved spreader the same day as delivered unless otherwise approved.Construct layers to the thickness shown on the plans.Maintain the shape of the course.Control dust by sprinkling,as directed.Correct or replace segregated areas as directed,at no additional expense to the Department. Place successive base courses and finish courses using the same construction methods required for the first course. 4.4. Compaction.Compact using density control unless otherwise shown on the plans.Multiple lifts are permitted when shown on the plans or approved.Bring each layer to the moisture content directed.When necessary,sprinkle the material in accordance with Item 204,"Sprinkling." Begin rolling longitudinally at the sides and proceed towards the center,overlapping on successive trips by at least 1/2 the width of the roller unit.Begin rolling at the low side and progress toward the high side on superelevated curves.Offset alternate trips of the roller.Operate rollers at a speed between 2 and 6 mphas directed. Rework,recompact,and refinish material that fails to meet or that loses required moisture,density,stability, or finish requirements before the next course is placed or the project is accepted.Continue work until specification requirements are met.Perform the work at no additional expense to the Department. Before final acceptance,the Engineer will select the locations of tests and measure the flexible base depth in accordance with Tex-140-E.Correct areas deficient by more than 1/2 in.in thickness by scarifying,adding material as required,reshaping,recompacting,and refinishing at the Contractor's expense. 4.4.1. Ordinary Compaction.Roll with approved compaction equipment as directed.Correct irregularities, depressions,and weak spots immediately by scarifying the areas affected,adding or removing approved material as required,reshaping,and recompacting. 4.4.2. Density Control.Compact to at least 100%of the maximum dry density determined by Tex-113-E, unless otherwise shown on the plans.Maintain moisture during compaction within±2 percentage points of the optimum moisture content as determined by Tex-113-E.Measure the moisture content of the material in accordance with Tex-1 15-E or Tex-1 03-E during compaction daily and report the results the same day to the Engineer,unless otherwise shown on the plans or directed.Do not achieve density by drying the material after compaction. The Engineer will determine roadway density and moisture content of completed sections in accordance with Tex-115-E.The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the specified density and the failing test is no more than 3 pcf below the specified density. 4.5. Finishing.After completing compaction,clip,skin,or tight-blade the surface with a maintainer or subgrade trimmer to a depth of approximately 1/4 in.Remove loosened material and dispose of it at an approved location.Seal the clipped surface immediately by rolling with a pneumatic tire roller until a smooth surface is attained.Add small increments of water as needed during rolling.Shape and maintain the courseand surface in conformity with the typical sections,lines,and grades as shown on the plans or as directed. Correct grade deviations greater than 1/4 in.in 16 feet measured longitudinally or greater than 1/4 in.over the entire width of the cross-section in areas where surfacing is to be placed.Correct by loosening and adding,or removing material. Reshape and re-compact in accordance with Section 247.4.3.,"Compaction." 4.6. Curing.Cure the finished section until the moisture content is at least 2 percentage points below optimum or as directed before applying the next successive course or prime coat. 4.7. Ride Quality.This section applies to the final travel lanes that receive a 1 or 2 course surface treatment for the final surface,unless otherwise shown on the plans.Measure ride quality of the base course after placement of the prime coat and before placement of the surface treatment,unless otherwise approved.Use 129 i- 247 a certified profiler operator from the Department's MPL.When requested,furnish the Engineer documentation for the person certified to operate the profiler. Provide all profile measurements to the Engineer in electronic data files within 3 days after placement of the prime coat using the format specified in Tex-1001-S.The Engineer will use Department software to evaluate longitudinal profiles to determine areas requiring corrective action.Correct 0.1-mi.sections having an average international roughness index(IRI)value greater than 100.0 in.per mile to an IRI value of 100.0 in.per mile or less for each wheelpath,unless otherwise shown on the plans. Re-profile and correct sections that fail to maintain ride quality until placement of the next course,as directed. Correct re-profiled sections until specification requirements are met,as approved. Perform this work at no additional expense to the Department. 5. MEASUREMENT Flexible base will be measured as follows: ■ Flexible Base(Complete In Place).The ton,square yard,or any cubic yard method. AL Flexible Base(Roadway Delivery).The t9H GF aRy GUI)iG yard method, AL Flexible Base(Steelipile Dellyeicy).The ton,GubiG yard in vehide,OF GubiG yard iH StE)Gkpile. Measurement by the cubic yard in final position and square yard is a plans quantity measurement.The quantity to be paid for is the quantity shown in the proposal unless modified by Article 9.2.,"Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. Measurement is further defined for payment as follows. &-.4- areas. existing base s6i4aGes and the lines,gFades,and slopes of the aGGepted base GE)HFSG 26 SheWR OR the PlaRs. 5.4. Square Yard.By the square yard of surface area in the completed and accepted final position.The surface area of the base course is based on the width of flexible base as shown on the plans. Ton.By the ton of dry weight IR vehiGles as rl The.dry weight is.deteFFn ne d by.ded Gtinn the w e h+ ef the Me!StWe in the material at the time ef weighiRg ffam the gFess weight of the material.The Eng'R88F Will determ'Re the memstui:e GeRtent In the material IR EIGGOrdaRGe with Tex 4 03 E frem samples takeR at the time of weigh1w. 6. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for the types of work shown below.No additional payment will be made for thickness or width exceeding that shown on the typical section or provided on the plans for i cubic yard in the final position or square yard measurement. Sprinkling and rolling,except proof rolling,will not be paid for directly but will be subsidiary to this Item unless otherwise shown on the plans.When proof rolling is shown on the plans or directed,it will be paid forin accordance with Item 216,"Proof Rolling." i 130 247 Where subgrade is constructed under this Contract,correction of soft spots in the subgrade will be at the Contractor's expense.Where subgrade is not constructed under this Contract,correction of soft spots in the subgrade will be paid in accordance with pertinent Items or Article 4.4.,"Changes in theWork." 6.1. Flexible Base(Complete In Place).Payment will be made for the type and grade specified. For cubic yard measurement,"In Vehicle,""In Stockpile,"or"In Final Position"will be specified. For square yard measurement,a depth will be specified.This price is full compensation for furnishing materials,temporary stockpiling,assistance provided in stockpile sampling and operations to level stockpiles for measurement, loading,hauling,delivery of materials,spreading,blading,mixing,shaping,placing,compacting,reworking, finishing,correcting locations where thickness is deficient,curing,furnishing scales and labor for weighing and measuring,and equipment,labor,tools,and incidentals. Flpxohlp Rase(Roadway Delivery).PaymeRt will be made fer the type and ffa&SpKifff8d.POF GUNG yard RGIude PFeGG8S;Rg at the ad y.This-pr+se is-full GeMpeRsation foF furnishing materials,temporary e Flexible Base(StOGI(pale DeliveFy).PaymeRt will be made f9F the type and grade speGified.FeF GubiGyard de presessing At neinn of materials preparing the St9d(pilo nro�oemparFaFy E)F p Payment will be made under: Item TX-247-5.1 Flexible Base(Complete in Place), 6"Thickness, Grade 1, Type D—per Square Yard 131 360 Item 360 __ Concrete PavementTexaa Department afTransportatlon 1. DESCRIPTION Construct hydraulic cement concrete pavement with or without curbs on the concrete pavement. 2. MATERIALS 2.1. Hydraulic Cement Concrete.Provide hydraulic cement concrete in accordance with Item 421,"Hydraulic Cement Concrete."Use compressive strength testing unless otherwise shown on the plans.Provide Class P concrete designed to meet a minimum average compressive strength of 3,200 psi or a minimum average flexural strength of 450 psi at 7 days or a minimum average compressive strength of 4,000 psi or a minimum average flexural strength of 570 psi at 28 days.Test in accordance with Tex-448-A or Tex-418-A. Obtain written approval if the concrete mix design exceeds 520 Ib.of cementitious material. Use coarse aggregates for continuously reinforced concrete pavements to produce concrete with a coefficient of thermal expansion not more than 5.5 x 10-6 in./in./°F.Provide satisfactory Tex-428-A test data from an approved testing laboratory if the coarse aggregate coefficient of thermal expansion listed on the Department's Concrete Rated Source Quality Catalog is not equal to or less than 5.5 x 10-6 /in./°F. Provide Class HES concrete for very early opening of small pavement areas or leave-outs to traffic when shown on the plans or allowed.Design Class HES to meet the requirements of Class P and a minimum average compressive strength of 3,200 psi or a minimum average flexural strength of 450 psi in 24 hr., unless other early strength and time requirements are shown on the plans or allowed. Use Class A or P concrete for curbs that are placed separately from the pavement.Provide concrete that is workable and cohesive,possesses satisfactory finishing qualities,and conforms to the mix design and mix design slump. For this item, the contractor is allowed to use the same approved mix as used where P-610 concrete is specified as long as the mix design as a 28-day compressive strength of 4,000 psi. 2.2. Reinforcing Steel. Provide Grade 60 or above,deformed steel for bar reinforcement in accordancewith Item 440,"Reinforcement for Concrete."Provide positioning and supporting devices(baskets and chairs) capable of securing and holding the reinforcing steel in proper position before and during paving. Provide corrosion protection when shown on the plans. 2.2.1. Dowels.Provide smooth,straight dowels of the size shown on the plans,free of burrs,and conforming to the requirements of Item 440,"Reinforcement for Concrete."Coat dowels with a thin film of grease,wax,silicone or other approved de-bonding material.Provide dowel caps on the lubricated end of each dowel bar used in j an expansion joint.Provide dowel caps filled with a soft compressible material with enough range of movement to allow complete closure of the expansion joint. 2.2.2. Tie Bars. Provide straight deformed steel tie bars.Provide either multiple-piece tie bars or single-piece tie bars as shown on the plans.Furnish multiple piece tie bar assemblies from the list of approved multiple-piece tie bars that have been prequalified in accordance with DMS-4515"Multiple Piece Tie Bars forConcrete Pavements,"when used.Multiple-piece tie bars used on individual projects must be sampled in accordance with Tex-711-I,and tested in accordance with DMS-4515"Multiple Piece Tie Bars for Concrete Pavements." 2.3. Alternative Reinforcing Materials.Provide reinforcement materials of the dimensions and with the physical properties specified when allowed or required by the plans.Provide manufacturer's certification of required material properties. 387 360 2.4. Curing Materials. Provide Type 2 membrane curing compound conforming to DMS-4650,"Hydraulic Cement Concrete Curing Materials and Evaporation Retardants."Provide SS-1 emulsified asphalt conforming to Item 300,"Asphalts,Oils,and Emulsions,"for concrete pavement to be overlaid with asphalt concrete under this Contract unless otherwise shown on the plans or approved.Provide materials for other methods of curing conforming to the requirements of Item 422,"Concrete Superstructures."Provide insulating blankets for curing fast track concrete pavement with a minimum thermal resistance(R)rating of 0.5 hour-square foot F/BTU.Use insulating blankets that are free from tears and are in good condition. 2.5. Epoxy. Provide Type III,Class C epoxy in accordance with DMS-6100,"Epoxies and Adhesives,"for installing all drilled-in reinforcing steel.Submit a work plan and request approval for the use of epoxy types other than Type III,Class C. 2.6. Evaporation Retardant.Provide evaporation retardant conforming to DMS-4650.,"Hydraulic Cement Concrete Curing Materials and Evaporation Retardants." 2.7. Joint Sealants and Fillers.Provide Class 5 or Class 8 joint-sealant materials and fillers unless otherwise shown on the plans or approved and other sealant materials of the size,shape,and type shown on the plans in accordance with DMS-6310,"Joint Sealants and Fillers." 3. EQUIPMENT Furnish and maintain all equipment in good working condition.Use measuring,mixing,anddelivery equipment conforming to the requirements of Item 421,"Hydraulic Cement Concrete."Obtain approvalfor other equipment used. 3.1. Placing,Consolidating,and Finishing Equipment.Provide approved self-propelled paving equipment that uniformly distributes the concrete with minimal segregation and provides a smooth machine-finished consolidated concrete pavement conforming to plan line and grade.Provide an approved automatic grade control system on slip-forming equipment. Provide approved mechanically-operated finishing floats capable of producing a uniformly smooth pavement surface.Provide equipment capable of providing a fine,light water fog mist. Provide mechanically-operated vibratory equipment capable of adequately consolidating the concrete. Provide immersion vibrators on the paving equipment at sufficiently close intervals to provide uniform vibration and consolidation of the concrete over the entire width and depth of the pavement and in accordance with the manufacturer's recommendations.Provide immersion vibrator units that operate at a frequency in air of at least 8,000 cycles per minute.Provide enough hand-operated immersion vibrators for timely and proper consolidation of the concrete along forms,at all joints and in areas not covered by other vibratory equipment.Surface vibrators may be used to supplement equipment-mounted immersion vibrators. Provide tachometers to verify the proper operation of all vibrators. For small or irregular areas or when approved,the paving equipment described in this Section is not required. 3.2. Forming Equipment. 3.2.1. Pavement Forms.Provide metal side forms of sufficient cross-section,strength,and rigidity to support the paving equipment and resist the impact and vibration of the operation without visible springing or settlement. Use forms that are free from detrimental kinks,bends,or warps that could affect ride quality or alignment. Provide flexible or curved metal or wood forms for curves of 100-ft.radius or less. 3.2.2. Curb Forms.Provide curb forms for separately placed curbs that are not slipformed that conform to the requirements of Item 529,"Concrete Curb,Gutter,and Combined Curb and Gutter." 388 360 3.3. Reinforcing Steel Inserting Equipment.Provide inserting equipment that accurately inserts and positions reinforcing steel in the plastic concrete parallel to the profile grade and horizontal alignment in accordance to i plan details when approved. 3.4. Texturing Equipment. 3.4.1. Carpet Drag.Provide a carpet drag mounted on a work bridge or a manual moveable supportsystem. Provide a single piece of carpet of sufficient transverse length to span the full width of the pavement being placed and adjustable so that a sufficient longitudinal length of carpet is in contact with the concrete being placed to produce the desired texture.Obtain approval to vary the length and width of the carpet to accommodate specific applications. 3.4.2. Tining Equipment. Provide a self-propelled metal tine device equipped with steel tines with cross-section approximately 1/32 in.thick x 1/12 in.wide.Provide tines for transverse tining equipment spaced at approximately 1 in.,center-to-center,or provide tines for longitudinal tining equipment spaced at approximately 3/4 in.,center-to-center. Manual methods that produce an equivalent texture may be used when it is impractical to use self-propelled equipment,such as for small areas,narrow width sections,and in emergencies due to equipment breakdown. 3.5. Curing Equipment.Provide a self-propelled machine for applying membrane curing compound using mechanically-pressurized spraying equipment with atomizing nozzles.Provide equipment and controls that maintain the required uniform rate of application over the entire paving area.Provide curing equipment that is independent of all other equipment when required to meet the requirements of Section 360.4.9.,"Curing." Hand-operated pressurized spraying equipment with atomizing nozzles may only be used on small or irregular areas, narrow width sections,or in emergencies due to equipment breakdown. 3.6. Sawing Equipment.Provide power-driven concrete saws to saw the joints shown on the plans.Provide standby power-driven concrete saws during concrete sawing operations.Provide adequate illumination for nighttime sawing. 3.7. Grinding Equipment.Provide self-propelled powered grinding equipment that is specifically designed to smooth and texture concrete pavement using circular diamond blades when required.Provide equipment with automatic grade control capable of grinding at least a 3-ft.width longitudinally in each pass without damaging the concrete. 3.8. Testing Equipment.Provide testing equipment regardless of job-control testing responsibilities in accordance with Item 421,"Hydraulic Cement Concrete,"unless otherwise shown on the plans orspecified. 3.9. Coring Equipment.Provide coring equipment capable of extracting cores in accordance withthe requirements of Tex-424-A when required. 3.10. Miscellaneous Equipment. Furnish both 104 and 15-ft.steel or magnesium long-handled,standard straightedges.Furnish enough work bridges,long enough to span the pavement,for finishing and inspection operations. 4. CONSTRUCTION Obtain approval for adjustments to plan grade-line to maintain thickness over minor subgrade or base high spots while maintaining clearances and drainage.Maintain subgrade or base in a smooth,clean,compacted } condition in conformity with the required section and established grade until the pavement concrete is placed. Keep subgrade or base damp with water before placing pavement concrete. Adequately light the active work areas for all nighttime operations. Provide and maintain tools and materials to perform testing. a 389 I 360 4.1. Paving and Quality Control Plan.Submit a paving and quality control plan for approval before beginning pavement construction operations. Include details of all operations in the concrete paving process,including methods to construct transverse joints,methods to consolidate concrete at joints,longitudinal construction joint layout,sequencing,curing,lighting,early opening,leave-outs,sawing,inspection,testing,construction methods,other details and description of all equipment.List certified personnel performing thetesting. Submit revisions to the paving and quality control plan for approval. 4.2. Job-Control Testing.Perform all fresh and hardened concrete job-control testing at the specified frequency unless otherwise shown on the plans.Provide job-control testing personnel meeting the requirements of Item 421,"Hydraulic Cement Concrete."Provide and maintain testing equipment,including strength testing equipment at a location acceptable to the Engineer.Use of a commercial laboratory is acceptable.Maintain all testing equipment calibrated in accordance with pertinent test methods.Make strength-testing equipment available to the Engineer for verification testing. Provide the Engineer the opportunity to witness all tests.The Engineer may require a retest if not given the opportunity to witness.Furnish a copy of all test results to the Engineer daily.Check the first few concrete loads for slump and temperature to verify concrete conformance and consistency on start-up production days.Sample and prepare strength-test specimens(2 specimens per test)on the first day of production and for each 3,000 sq.yd.or fraction thereof of concrete pavement thereafter.Prepare at least 1 set of strength- test specimens for each production day.Perform slump and temperature tests each time strength specimens are made.Monitor concrete temperature to ensure that concrete is consistently within the temperature requirements.The Engineer will direct random job-control sampling and testing.Immediately investigate and take corrective action as approved if any Contractor test result,including tests performed for verification purposes,does not meet specification requirements. The Engineer will perform job-control testing when the testing by the Contractor is waived by the plans; however,this does not waive the Contractor's responsibility for providing materials and work in accordance with this Item. 4.2.1. Job-Control Strength.Use 7-day job-control concrete strength testing in accordance with Tex-448-A or Tex-418-A unless otherwise shown on the plans or permitted. Use a compressive strength of 3,200 psi or a lower job-control strength value proven to meet a28-day compressive strength of 4,000 psi as correlated in accordance with Tex-427-A for 7-day job-control by compressive strength. fle-M w h-Compressive strength tests shall be performed. Job control of concrete strength may be correlated to an age other than 7 days in accordance with Tex-427-A when approved.Job-control strength of Class HES concrete is based on the required strength and time. Investigate the strength test procedures,the quality of materials,the concrete production operations,and other possible problem areas to determine the cause when a job-control concrete strength test value is more than 10%below the required job-control strength or when 3 consecutive job-control strength values fall below the required job-control strength.Take necessary action to correct the problem,including redesign of the concrete mix if needed.The Engineer may-will suspend concrete paving if the Contractor is unable to identify,document,and correct the cause of low-strength test values in a timely manner.The Engineer will evaluate the structural adequacy of the pavements if any job-control strength is more than 15%below the required job-control strength.Remove and replace pavements found to be struAlrally15% below the required job-control strength at no additional cost whe.A d+rested. 4.2.2. Split-Sample Verification Testing. Perform split-sample verification testing with the Engineer on random samples taken and split by the Engineer at a rate of at least 1 for every 10 job-control samples.The Engineer will evaluate the results of split-sample verification testing. Immediately investigate and take corrective action as approved when results of split-sample verification testing differ more than the allowable differences shown in Table 1,or the average of 10 job-control strength results and the Engineer's split-sample strength result differ by more than 10%. 390 360 Table 1 Verification esting Limits Test Method Allowable Differences Temperature,Tex-422-A 2°F Slump,Tex-415-A 1 in. Flexural strength,Tex-448-A 19% Compressive strength,Tex-418-A 10% i 4.3. Reinforcing Steel and Joint Assemblies.Accurately place and secure in position all reinforcing steel as shown on the plans.Place dowels at mid-depth of the pavement slab,parallel to the surface.Place dowels for transverse contraction joints parallel to the pavement edge. Tolerances for location and alignment of dowels will be shown on the plans.Stagger the lap locations so that no more than 1/3 of the longitudinal steel is spliced in any given 12-ft.width and 2-ft.length of the pavement.Use multiple-piece tie bars,drill and epoxy grout tie bars,or,if approved,mechanically-inserted single-piece tie bars at longitudinal construction joints.Verify that tie bars that are drilled and epoxied or mechanically inserted into concrete at longitudinal construction joints develop a pullout resistance equal to a minimum of 3/4 of the yield strength of the steel after 7 days.Test 15 bars using ASTM E488,except that alternate approved equipment may be used.All 15 tested bars must meet the required pullout strength.Perform corrective measures to provide equivalent pullout resistance if any of the test results do not meet the required minimum pullout strength.Repair damage from testing. Acceptable corrective measures include but are not limited to installation of additional or longer tie bars. 4.3.1. Manual Placement.Secure reinforcing bars at alternate intersections with wire ties or locking support chairs. Tie all splices with wire. 4.3.2. Mechanical Placement.Complete the work using manual placement methods described above if mechanical placement of reinforcement results in steel misalignment or improper location,poor concrete consolidation,or other inadequacies. 4.4. Joints.Install joints as shown on the plans.Joint sealants are not required on concrete pavement that is to be overlaid with asphaltic materials.Clean and seal joints in accordance with Item 438,"Cleaning and Sealing Joints."Repair excessive spalling of the joint saw groove using an approved method before installing the sealant.Seal all joints before opening the pavement to all traffic.Install a rigid transverse bulkhead,for the reinforcing steel,and shaped accurately to the cross-section of the pavement when placing of concrete is stopped. 4.4.1. Placing Reinforcement at Joints.Complete and place the assembly of parts at pavement joints atthe required location and elevation,with all parts rigidly secured in the required position,when shown on the plans. 4.4.2. Transverse Construction Joints. 4.4.2.1. Continuously Reinforced Concrete Pavement(CRCP).Install additional longitudinal reinforcement through the bulkhead when shown on the plans.Protect the reinforcing steel immediately beyond the construction joint from damage,vibration,and impact. 4.4.2.2. Concrete Pavement Contraction Design(CPCD).Install and rigidly secure a complete joint assembly and bulkhead in the planned transverse contraction joint location when the placing of concrete is intentionally stopped.Install a transverse construction joint either at a planned transverse contraction joint location or mid- slab between planned transverse contraction joints when the placing of concrete is unintentionally stopped. Install tie bars of the size and spacing used in the longitudinal joints for mid-slab construction joints. f 4.4.2.3. Curb Joints.Provide joints in the curb of the same type and location as the adjacent pavement.Use expansion joint material of the same thickness,type,and quality required for the pavement and of the section shown for the curb.Extend expansion joints through the curb.Construct curb joints at all transverse I pavement joints.Place reinforcing steel into the plastic concrete pavement for non-monolithic curbs as shown on the plans unless otherwise approved.Form or saw the weakened plane joint across the full width 391 i 360 of concrete pavement and through the monolithic curbs.Construct curb joints in accordance with Item 529, "Concrete Curb,Gutter,and Combined Curb and Gutter." 4.5. Placing and Removing Forms.Use clean and oiled forms.Secure forms on a base or firm subgrade that is accurately graded and that provides stable support without deflection and movement by form riding equipment.Pin every form at least at the middle and near each end.Tightly join and key form sections together to prevent relative displacement. Set side forms far enough in advance of concrete placement to permit inspection.Check conformity of the grade,alignment,and stability of forms immediately before placing concrete,and make all necessary corrections.Use a straightedge or other approved method to test the top of forms to ensure that the ride quality requirements for the completed pavement will be met.Stop paving operations if forms settle or deflect more than 118 in.under finishing operations.Reset forms to line and grade,and refinish the concrete surface to correct grade. Avoid damage to the edge of the pavement when removing forms.Repair damage resulting from form removal and honeycombed areas with a mortar mix within 24 hr.after form removal unless otherwise approved.Clean joint face and repair honeycombed or damaged areas within 24 hr.after a bulkhead fora transverse construction joint has been removed unless otherwise approved.Promptly apply membrane curing compound to the edge of the concrete pavement when forms are removed before 72 hr.after concrete placement. Forms that are not the same depth as the pavement,but are within 2 in.of that depth are permitted if the subbase is trenched or the full width and length of the form base is supported with a firm material to produce the required pavement thickness.Promptly repair the form trench after use.Use flexible or curved wood or metal forms for curves of 100-ft.radius or less. 4.6. Concrete Delivery.Clean delivery equipment as necessary to prevent accumulation of old concrete before loading fresh concrete.Use agitated delivery equipment for concrete designed to have a slump of more than 5 in.Segregated concrete is subject to rejection. Begin the discharge of concrete delivered in agitated delivery equipment conforming to the requirements of Item 421,"Hydraulic Cement Concrete."Place non-agitated concrete within 45 min.after batching.Reduce times as directed when hot weather or other conditions cause quick setting of the concrete. 4.7. Concrete Placement.Do not allow the pavement edge to deviate from the established paving line by more than 1/2 in.at any point.Place the concrete as near as possible to its final location,and minimize segregation and rehandling.Distribute concrete using shovels where hand spreading is necessary.Do not use rakes or vibrators to distribute concrete. 4.7.1. Consolidation.Consolidate all concrete by approved mechanical vibrators operated on the front of the - paving equipment.Use immersion-type vibrators that simultaneously consolidate the full width of the placement when machine finishing.Keep vibrators from dislodging reinforcement.Use hand-operated vibrators to consolidate concrete along forms,at all joints and in areas not accessible to the machine- mounted vibrators.Do not operate machine-mounted vibrators while the paving equipment is stationary. Vibrator operations are subject to review. 4.7.2. Curbs.Conform to the requirements of Item 529,"Concrete Curb,Gutter,and Combined Curb and Gutter" where curbs are placed separately. 4.7.3. Temperature Restrictions.Place concrete that is between 407 and 957 when measured in accordance with Tex-422-A at the time of discharge,except that concrete may be used if it was already in transit when the temperature was found to exceed the allowable maximum.Take immediate corrective action orcease concrete production when the concrete temperature exceeds 95°F. Do not place concrete when the ambient temperature in the shade is below 407 and falling unless approved.Concrete may be placed when the ambient temperature in the shade is above 35°F and rising or 392 360 above 40°F.Protect the pavement with an approved insulating material capable of protecting the concrete for the specified curing period when temperatures warrant protection against freezing.Submit for approval proposed measures to protect the concrete from anticipated freezing weather for the first 72 hr.after g placement.Repair or replace all concrete damaged byfreezing. 4.8. Spreading and Finishing. Finish all concrete pavement with approved self-propelled equipment.Use power-driven spreaders, power-driven vibrators, power-driven strike-off,screed,or approved alternate equipment.Use the transverse finishing equipment to compact and strike-off the concrete to the required section and grade without surface voids.Use float equipment for final finishing. Use concrete with a consistency that allows completion of all finishing operations without addition of water to the surface.Use the minimal amount of water fog mist necessary to maintain a moist surface.Reduce fogging if floator straightedge operations result in excess slurry. 4.8.1. Finished Surface.Perform sufficient checks with long-handled 10-ft.and 15-ft.straightedges on the plastic concrete to ensure the final surface is within the tolerances specified in Surface Test A in Item 585,'Ride Quality for Pavement Surfaces."Check with the straightedge parallel to the centerline. 4.8.2. Maintenance of Surface Moisture.Prevent surface drying of the pavement before application of the curing system by means that may include water fogging,the use of wind screens,and the use of evaporation retardants.Apply evaporation retardant at the manufacturer's recommended rate.Reapply the evaporation retardant as needed to maintain the concrete surface in a moist condition until curing system is applied.Do not use evaporation retardant as a finishing aid.Failure to take acceptable precautions to prevent surface drying of the pavement will be cause for shutdown of pavement operations. 4.8.3. Surface Texturing.Complete final texturing before the concrete has attained its initial set.Drag the carpet longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface.Prevent the carpet from getting plugged with grout.Do not perform carpet dragging operations while there is excessive bleed water. i A metal-tine texture finish is required unless otherwise shown on the plans.Provide transverse tining unless otherwise shown on the plans.Immediately following the carpet drag,apply a single coat of evaporation retardant,if needed,at the rate recommended by the manufacturer.Provide the metal-tine finish immediately after the concrete surface has set enough for consistent tining.Operate the metal-tine device to obtain grooves approximately 3/16 in.deep,with a minimum depth of 1/8 in.,and approximately 1/12 in.wide.Do not overlap a previously tined area.Use manual methods to achieve similar results on ramps,small or irregular areas,and narrow width sections of pavements.Repair damage to the edge of the slab and joints immediately after texturing.Do not tine pavement that will be overlaid or that is scheduled forblanket diamond grinding or shot blasting. Target a carpet drag texture of 0.04 in.,as measured by Tex-436-A,when carpet drag is the only surface texture required on the plans.Ensure adequate and consistent macro-texture is achieved byapplying enough weight to the carpet and by keeping the carpet from getting plugged with grout.Correct any location with a texture less than 0.03 in.by diamond grinding or shot blasting.The Engineer will determine the test locations at points located transversely to the direction of traffic in the outside wheel path. 4.8.4. Small,Irregular Area,or Narrow Width Placements.Use hand equipment and procedures that produce a consolidated and finished pavement section to the line and grade where machine placements and finishing of concrete pavement are not practical. 4.8.5. Emergency Procedures.Use hand-operated equipment for applying texture,evaporation retardant,and cure in the event of equipment breakdown. 4.9. Curing.Keep the concrete pavement surface from drying as described in Section 360.4.8.2.,"Maintenance of Surface Moisture,"until the curing material has been applied.Maintain and promptly repair damage to curing materials on exposed surfaces of concrete pavement continuously for at least 3 curing days.A curing day is defined as a 24-hr.period when either the temperature taken in the shade away from artificial heat is above 50°F for at least 19 hr.or the surface temperature of the concrete is maintained above 40°F for 24 hr. i 393 I 360 Curing begins when the concrete curing system has been applied.Stop concrete paving if curing compound is not being applied promptly and maintained adequately.Other methods of curing in accordance with Item 422,"Concrete Superstructures,"may be used when specified orapproved. 4.9.1. Membrane Curing.Spray the concrete surface uniformly with 2 coats of membrane curing compound at an individual application rate of no more than 180 sq.ft.per gallon.Apply the curing compound before allowing the concrete surface to dry. Manage finishing and texturing operations to ensure placement of curing compound on a moist concrete surface,relatively free of bleed water, to prevent any plastic shrinkage cracking.Time the application of curing compound to prevent plastic shrinkage cracking. Maintain curing compounds in a uniformly agitated condition,free of settlement before and during application.Do not thin or dilute the curing compound. Apply additional compound at the same rate of coverage to correct damage where the coating shows discontinuities or other defects or if rain falls on the newly coated surface before the film has dried enough to resist damage.Ensure that the curing compound coats the sides of the tining grooves. 4.9.2. Asphalt Curing.Apply a uniform coating of asphalt curing at a rate of 90 to 180 sq.ft.per gallon when an asphaltic concrete overlay is required.Apply curing immediately after texturing and once the free moisture (sheen)has disappeared.Obtain approval to add water to the emulsion to improve spray distribution. Maintain the asphalt application rate when using diluted emulsions.Maintain the emulsion in a mixed condition during application. 4.9.3. Curing Class HES Concrete. Provide membrane curing in accordance with Section 360.4.9.1.,"Membrane Curing,"for all Class HES concrete pavement. Promptly follow by wet mat curing in accordance with Section 422.4.8.,"Final Curing,"until opening strength is achieved but not less than 24 hr. 4.9.4. Curing Fast-Track Concrete.Provide wet mat curing unless otherwise shown on the plans or as directed. Cure in accordance with Section 422.4.8.,"Final Curing."Apply a Type 1-D or Type 2 membrane cure instead of wet mat curing if the air temperature is below 65°F and insulating blankets are used. 4.10. Sawing Joints.Saw joints to the depth shown on the plans as soon as sawing can be accomplished without damage to the pavement regardless of time of day or weather conditions.Some minor raveling of the saw- cut is acceptable.Use a chalk line,string line,sawing template,or other approved method to provide a true joint alignment.Provide enough saws to match the paving production rate to ensure sawing completion at the earliest possible time to avoid uncontrolled cracking.Reduce paving production if necessary to ensure timely sawing of joints.Promptly restore membrane cure damaged within the first 72 hr,of curing. 4.11. Protection of Pavement and Opening to Traffic.Testing for early opening is the responsibility ofthe Contractor regardless of job-control testing responsibilities unless otherwise shown on the plans or as directed.Testing result interpretation for opening to traffic is subject to approval. 4.11.1. Protection of Pavement.Erect and maintain barricades and other standard and approved devices that will exclude all vehicles and equipment from the newly placed pavement for the periods specified.Protect the pavement from damage due to crossings using approved methods before opening to traffic.Where adetour is not readily available or economically feasible,an occasional crossing of the roadway with overweight equipment may be permitted for relocating equipment only but not for hauling material.When an occasional crossing of overweight equipment is permitted,temporary matting or other approved methods maybe required. Maintain an adequate supply of sheeting or other material to cover and protect fresh concrete surface from weather damage.Apply as needed to protect the pavement surface from weather. 394 360 4.11.2. Opening Pavement to All Traffic.Pavement that is 7 days old may be opened to all traffic.Clean pavement,place stable material against the pavement edges,seal joints,and perform all other traffic safety related work before opening to traffic. 4.11.3. Opening Pavement to Construction Equipment.Unless otherwise shown on the plans,concrete pavement may be opened early to concrete paving equipment and related delivery equipment after the concrete is at least 48 hr.old and opening strength has been demonstrated in accordance with Section 360.4.11.4.,"Early Opening to All Traffic,"before curing is complete.Keep delivery equipment at least 2 ft.from the edge of the concrete pavement.Keep tracks of the paving equipment at least 1 ft.from the pavement edge.Protect textured surfaces from the paving equipment.Restore damaged membrane curing as soon as possible.Repair pavement damaged by paving or delivery equipment before opening to all traffic. 4.11.4. Early Opening to All Traffic.Concrete pavement may be opened after curing is complete and the concrete has attained a flexural strength of 450 psi or a compressive strength of 3,200 psi,except that pavement using Class HES concrete may be opened after 24 hr.if the specified strength is achieved. 4.11.4.1. Strength Testing.Test concrete specimens cured under the same conditions as the portion of the pavement involved. 4.11.4.2. Maturity Method.Use the maturity method,Tex-426-A,to estimate concrete strength for earlyopening pavement to traffic unless otherwise shown on the plans. Install at least 2 maturity sensors for each day's placement in areas where the maturity method will be used for early opening.Maturity sensors,when used, will be installed near the day's final placement for areas being evaluated for early opening.Use test specimens to verify the strength—maturity relationship in accordance with Tex-426-A,starting with the first day's placement corresponding to the early opening pavement section. Verify the strength—maturity relationship at least every 10 days of production after the first day.Establish a new strength—maturity relationship when the strength specimens deviate more than 10%from the maturity- estimated strengths.Suspend use of the maturity method for opening pavements to traffic when the strength—maturity relationship deviates by more than 10%until a new strength—maturity relationship is established. The Engineer will determine the frequency of verification when the maturity method is used intermittently or for only specific areas. 4.11.5. Fast Track Concrete Pavement.Open the pavement after the concrete has been cured for at least 8 hr. and attained a minimum compressive strength of 1,800 psi or a minimum flexural strength of 255 psiwhen tested in accordance with Section 360.4.11.4.1.,"Strength Testing,"or Section 360.4.11.4.2.,"Maturity Method,"unless otherwise directed.Cover the pavement with insulating blankets when the air temperature is below 65°F until the pavement is opened to traffic. 4.11.6. Emergency Opening to Traffic.Open the pavement to traffic under emergency conditions,when the pavement is at least 72 hr.old when directed in writing.Remove all obstructing materials,placestable material against the pavement edges,and perform other work involved in providing for the safety of traffic as required for emergency opening. 4.12. Pavement Thickness.The Engineer will check the thickness in accordance with Tex-423-A unless other methods are shown on the plans.The Engineer will perform 1 thickness test consisting of 1 reading at approximately the center of each lane every 500 ft.or fraction thereof.Core where directed,in accordance with Tex-424-A,to verify deficiencies of more than 0.2 in.from plan thickness and to determine the limits of I deficiencies of more than 0.75 in.from plan thickness. Fill core holes using an approved concretemixture and method. j 4.12.1. Thickness Deficiencies Greater than 0.2 in.Take one 4-in.diameter core at that location to verifythe measurement when any depth test measured in accordance with Tex-423-A is deficient by more than 0.2 in. from the plan thickness. I 395 s 360 Take 2 additional cores from the unit(as defined in Section 360.4.12.3.,'Pavement Units for Payment Adjustment")at intervals of at least 150 ft.and at selected locations if the core is deficient by morethan 0.2 in.,but not by more than 0.75 in.from the plan thickness,and determine the thickness of the unitfor payment purposes by averaging the length of the 3 cores.In calculations of the average thickness of this unit of pavement,measurements in excess of the specified thickness by more than 0.2 in.will be considered as the specified thickness plus 0.2 in. 4.12.2. Thickness Deficiencies Greater than 0.75 in.Take additional cores at 10-ft.intervals in each direction parallel to the centerline to determine the boundary of the deficient area if a core is deficient by more than 0.75 in.The Engineer will evaluate any area of pavement found deficient in thickness by more than 0.75 in., but not more than 1 in.Remove and replace the deficient areas without additional compensation orretain deficient areas without compensation,as directed. Remove and replace any area of pavement found deficient in thickness by more than 1 in.without additional compensation. 4.12.3. Pavement Units for Payment Adjustment.Limits for applying a payment adjustment for deficient pavement thickness from 0.20 in.to not more than 0.75 in.are 500 ft.of pavement in each lane.Lane width will be as shown on typical sections and pavement design standards. For greater than 0.75 in.deficient thickness,the limits for applying zero payment or requiring removal will be defined by coring or equivalent nondestructive means as determined by the Engineer.The remaining portion of the unit determined to be less than 0.75 in.deficient will be subject to the payment adjustment based on the average core thickness at each end of the 104 interval investigation as determined by the Engineer. Shoulders will be measured for thickness unless otherwise shown on the plans.Shoulders 6 ft.wide or wider will be considered as lanes.Shoulders less than 6 ft.wide will be considered part of the adjacent lane. Limits for applying payment adjustment for deficient pavement thickness for ramps,widenings,acceleration and deceleration lanes,and other miscellaneous areas are 500 ft.in length.Areas less than 500 ft.in length will be individually evaluated for payment adjustment based on the plan area. 4.13. Ride Quality.Measure ride quality in accordance with Item 585,"Ride Quality for Pavement Surfaces," unless otherwise shown on the plans. 5. MEASUREMENT This Item will be measured as follows: 5.1. Concrete Pavement.Concrete pavement will be measured by the square yard of surface area in place.The surface area includes the portion of the pavement slab extending beneath the curb. 5.2. Curb.Curb on concrete pavement will be measured by the foot in place. 6. PAYMENT These prices are full compensation for materials,equipment,labor,tools,and incidentals. 6.1. Concrete Pavement.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement'will be paid for at the adjusted unit price bid for"Concrete Pavement'of the type and depth specified as adjusted in accordance with Section 360.6.2.,"Deficient Thickness Adjustment." 6.2. Deficient Thickness Adjustment.Where the average thickness of pavement is deficient in thicknessby more than 0.2 in.but not more than 0.75 in.,payment will be made using the adjustment factor as specified in Table 2 applied to the bid price for the deficient area for each unit as defined under Section 360.4.12.3., "Pavement Units for Payment Adjustment." 396 360 Table 2 Deficient Thickness Price Adjustment Factor Deficiency in Thickness Determined by Cores Proportional Part of Contract Price in. Allowed(Adjustment Factor) Not deficient 1.00 Over 0.00 through 0.20 1.00 Over 0.20 through 0.30 0.80 Over 0.30 through 0.40 0.72 ' Over 0.40 through 0.50 0.68 Over 0.50 through 0.75 0.57 6.3. Curb.Work performed and furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Curb"of the type specified. Payment will be made under: Item TX-360-5.1 Concrete Pavement(7"Thickness)—per Square Yard Item TX-360-5.2 Concrete Curb—per Linear Foot i i i i I i 397 i s I 421 Item 421AM* Hydraulic Cement Concrete Texaa Department ofTransportatIon 1. DESCRIPTION Furnish hydraulic cement concrete for concrete pavements,concrete structures,and other concrete construction. 2. MATERIALS Use materials from prequalified sources listed on the Department website.Provide coarse and fine aggregates from sources listed in the Department's Concrete Rated Source Quality Catalog(CRSQC).Use materials from non-listed sources only when tested and approved by the Engineer before use.Allow 30 calendar days for the Engineer to sample,test,and report results for non-listed sources.Do not combine approved material with unapproved material. 2.1. Cement. Furnish cement conforming to DMS-4600,"Hydraulic Cement." 2.2. Supplementary Cementing Materials(SCM). ® Fly Ash. Furnish fly ash,ultra-fine fly ash(UFFA),and modified Class F fly ash(MFFA)conforming to DMS-4610,"Fly Ash." ■ Slag Cement. Furnish Slag Cement conforming to DMS-4620,"Ground Granulated BlastFurnace Slag." ■ Silica Fume. Furnish silica fume conforming to DMS-4630,"Silica Fume." ■ Metakaolin. Furnish metakaolin conforming to DMS-4635,"Metakaolin." 2.3. Cementitious Material.Cementitious materials are the cement and supplementary cementing materials used in concrete. 2.4. Chemical Admixtures.Furnish admixtures conforming to DMS-4640,"Chemical Admixtures forConcrete." 2.5. Water.Furnish mixing and curing water that is free from oils,acids,organic matter,or other deleterious substances.Water from municipal supplies approved by the Texas Department of Health will not require testing.Provide test reports showing compliance with Table 1 before use when using water from other sources. Water that is a blend of concrete wash water and other acceptable water sources,certified by the concrete producer as complying with the requirements of both Table 1 and Table 2,may be used as mix water.Test the blended water weekly for 4 weeks for compliance with Table 1 and Table 2 or provide previous test results.Then test every month for compliance.Provide water test results upon request. i t I 461 I 421 Table 1 Chemical Limits for Mix Water Contaminant Test Method Maximum Concentration (ppm or m IL Chloride(CI) ASTM C114 Prestressed concrete 500 Bridge decks&superstructure 500 All other concrete 1,000 Sulfate SO4 ASTM C114 2,000 Alkalies Na20+0.658K20 ASTM C114 600 Total solids ASTM C1603 50,000 Table 2 Acceptance Criteria for Questionable WaterSupplies Property Test Method Limits Compressive strength,min%control at 7 days ASTM C31,ASTM C391.2 90 Time of set,deviation from control,h:min. ASTM C403 From 1:00 early to 1:30 later 1. Base comparisons on fixed proportions and the same volume of test water compared to the control mix using 100%potable water or distilled water. 2. Base comparisons on sets consisting of at least 2 standard specimens made from a composite sample. Do not use mix water that has an adverse effect on the air-entraining agent,on any otherchemical admixture,or on strength or time of set of the concrete.Use mixing and curing water free of iron and other impurities that may cause staining or discoloration when using white hydraulic cement. 2.6. Aggregate. 2.6.1. Coarse Aggregate.Provide coarse aggregate consisting of durable particles of gravel,crushed blast furnace slag,recycled crushed hydraulic cement concrete,crushed stone,or combinations which are free from frozen material and from injurious amounts of salt,alkali,vegetable matter,or other objectionable material,either free or as an adherent coating.Provide coarse aggregate of uniform qualitythroughout. Provide coarse aggregate with the requirements listed in Table 3 unless otherwise shown on the plan. Table 3 Coarse Aggregate Re uirements Description Test Method Limit Weight of Clay Lumps,%Max 0.25 Weight of Shale,%Max Tex-413-A 1.0 Weight of Laminate and Friable Particle,%Max 5.0 L.A.Abrasion Wear,%Max Tex-410-A 40 5-Cycle Magnesium Sulfate Soundness,1,2 non-air-entrained concrete,%Max Tex-411-A 25 5-Cycle Magnesium Sulfate Soundness,'3 air-entrained concrete,%Max 18 Loss by Decantation,%Max Tex-406-A 1.5 1. Recycled crushed hydraulic cement concrete is not subject to 5-cycle magnesium sulfate soundness requirements. 2. Allowed when air-entrained concrete is used at the Contractor's option. 3. Only when air-entrained concrete is required by the plans. Increase the loss by decantation limit to 3.0%for all classes of concrete and 5.0%for Class A,B,and P if the material finer than the No.200 sieve is determined to be at least 85%calcium carbonate in accordance with Tex-406-A,Part III,in the case of coarse aggregates made primarily from crushing stone unless otherwise shown on the plans.Provide test results upon request. Provide coarse aggregate conforming to the gradation requirements shown in Table 4 when tested in accordance with Tex-401-A unless otherwise specified. 462 421 Table 4 Coarse Aggregate Gradation Chart Aggregate Maximum Percent Passing on Each Sieve Grade Nominal 2-1/2" 2" 1-1/2" 1" 3/4" 1/2" 3/8" #4 #8 No.' Size 1 2" 100 80-100 50-85 20-40 0-10 2 1-1/2" 100 95-100 35-70 10-30 0-10 3 1-1/2" 100 95-100 60-90 25-60 0-10 4 57 1" 100 95-100 25-60 0-10 0-5 5 67 3/4" 1 1 100 1 90-100 1 1 20-55 1 0-10 1 0-5 6(7) 1/2" 100 90-100 40-70 0-15 0-5 7 3/8" 100 70-95 0-25 8 3/8" 100 95-100 20-65 0-10 1. Corresponding ASTM C33 gradation shown in parentheses. 2.6.2. Fine Aggregate.Provide fine aggregate consisting of clean,hard,durable particles of natural,manufactured sand,recycled crushed hydraulic cement concrete,slag,lightweight aggregate,or a combination thereof. Provide fine aggregate free from frozen material and from injurious amounts of salt,alkali,vegetable matter, or other objectionable material. Provide fine aggregates with the requirements in Table 5 unless otherwise shown on the plans. Table 5 Fine A re ate Re uirements Description Test Method Limit Weight of Clay Lumps,%Max Tex-413-A 0.50 Organic Impurities' Tex-408-A Color not darker than standard Sand Equivalent Tex-203-F 80 Fineness Modulus Tex-402-A 2.3 to 3.1 1. Only when air-entrained concrete is specified. Provide fine aggregate or combinations of aggregates conforming to the gradation requirements shown in Table 6 when tested in accordance with Tex-401-A unless otherwise specified. Table 6 Fine Aggregate Gradation Chart Grade 1 Sieve Size Percent Passing 3/8" 100 #4 95-100 #8 80-100 #16 50-85 #30 25-65 #50 10-351 #100 0-10 #200 0-32 1. 6-35 when sand equivalent value is greater than 85. 2. 0-6 for manufactured sand. 2.6.3. Intermediate Aggregate.Provide intermediate aggregate consisting of clean,hard,durable particlesof natural,manufactured sand,slag,recycled crushed hydraulic cement concrete,lightweight aggregate,or a combination thereof when optimized aggregate gradation(OAG)concrete is specified or when used at the Contractor's option.Provide intermediate aggregate free from frozen material and injurious amounts of salt, alkali,vegetable matter,or other objectionable material. Provide intermediate aggregate with the requirements in Table 7. I 463 i 421 Table 7 Intermediate Aggregate Re uirements Description Test Method Limit Weight of Clay Lumps,%Max Tex-413-A 0.50 L.A.Abrasion Wear,' %Max Tex-41 0-A 40 5-Cycle Magnesium Sulfate Soundness,'.23non-air-entrained concrete,%Max Tex-411 A 25 5-Cycle Magnesium Sulfate Soundness,1.2.4 air-entrained concrete,%Max 18 Organic Im urities5 Tex-408-A Color not darker than standard Loss by Decantation,'%Max Tex-406-A 1.5 1. Only applies to the portion retained on the No.4 sieve,if more than 30%of the intermediate aggregate is retained on the No.4 sieve. 2. Recycled crushed hydraulic cement concrete is not subject to 5-cycle magnesium sulfate soundness requirements. 3. Allowed when air-entrained concrete is used at the Contractor's option. 4. Only when air-entrained concrete is required by the plans. 5. Only applies to the portion passing the 3/8 in.sieve,if more than 30%of the intermediate aggregate is passing the 3/8 in.sieve. For the portion retained on the No.4 sieve,if more than 30%of the intermediate aggregate is retained on the No.4 sieve,and in the case of aggregates made primarily from crushing stone,unless otherwise shown on the plans,the loss by decantation may be increased to 3.0%for all classes of concrete and 5.0%for Class A, B,and P if the material finer than the No.200 sieve is determined to be at least 85%calcium carbonate in accordance with Tex-406-A, Part III.Provide test results upon request. 2.7. Mortar and Grout.Furnish pre-packaged grouts conforming to DMS-4675,"Cementitious Grouts and Mortars for Miscellaneous Applications,"when specified for applications other than post-tension grouting. Section 421.4.2.6.,"Mix Design Options,"does not apply for mortar and grout. 2.8. Storage of Materials. 2.8.1. Cement and Supplementary Cementing Materials.Store all cement and supplementary cementing materials in weatherproof enclosures that will protect them from dampness or absorption of moisture. When permitted,small quantities of packaged cementitious material may be stored in the open,on a raised platform,and under waterproof covering for up to 48 hr. 2.8.2. Aggregates.Handle and store concrete aggregates in a manner that prevents contamination with foreign materials.Clear and level the sites for the stockpiles of all vegetation if the aggregates are stored on the ground and do not use the bottom 6-in.layer of aggregate without cleaning the aggregate before use. Maintain separate stockpiles and prevent intermixing when conditions require the use of 2 or more grades of coarse aggregates.Separate the stockpiles using physical barriers where space is limited.Store aggregates from different sources in different stockpiles unless the Engineer authorizes pre-blending of the aggregates. Minimize segregation in stockpiles.Remix and test stockpiles when segregation is apparent. Sprinkle stockpiles to control moisture and temperature as necessary.Maintain reasonably uniform moisture content in aggregate stockpiles. 2.8.3. Chemical Admixtures.Store admixtures in accordance with manufacturer's recommendations and prevent admixtures from freezing. 3. EQUIPMENT 3.1. Concrete Plants and Mixing Equipment.Except for volumetric stationary plant or truck(auger)mixers, each plant and truck mixer must be currently certified by the National Ready Mixed Concrete Association (NRMCA)or have an inspection report signed and sealed by a licensed professional engineer showing concrete measuring,mixing,and delivery equipment meets all requirements of ASTM C94.Anew certification or signed and sealed report is required every time a plant is moved.Plants with alicensed professional engineer's inspection require re-inspection every 2 yr.Provide a copy of the certification or the 464 421 signed and sealed inspection report to the Engineer.Remove equipment or facilities from service until corrected when they fail to meet specification requirements. When allowed on the plans or by the Engineer,for concrete classes not identified as structural concrete in Table 8 or for Class C concrete not used for bridge-class structures,the Engineer may inspect and approve all plants and trucks instead of the NRMCA or non-Department engineer-sealed certifications.The criteria and frequency of Engineer approval of plants and trucks is the same used for NRMCA certification. Inspect and furnish inspection reports on the condition of blades and fins and their percent wear from the original manufacturer's design for truck mixers and agitators annually.Repair mixing equipment exhibiting 10%or more wear before use.If an inspection within 12 mo.is not practical,a 2-mo.grace period(for a maximum of 14 mo.between inspections)is permitted. 3.1.1. Scales.Check all scales before beginning of operations,after each move,or whenever their accuracyor adequacy is questioned,and at least once every 6 mo.Immediately correct deficiencies,andrecalibrate. Provide a record of calibration showing scales in compliance with ASTM C94 requirements.Check batching accuracy of volumetric water batching devices at least every 90 days.Check batching accuracy of chemical admixture dispensing devices at least every 6 mo.Perform daily checks as necessary to ensure measuring accuracy. 3.1.2. Volumetric Mixers. Provide volumetric mixers with rating plates defining the capacity and the performance of the mixer in accordance with the Volumetric Mixer Manufacturers Bureau or equivalent.Provide volumetric mixers that comply with ASTM C685.Provide test data showing mixers meet the uniformity test requirements of Tex-472-A. Unless allowed on the plans or by the Engineer,volumetric truck(auger)mixers may not supply classes of concrete identified as structural concrete in Table 8. 3.1.3. Agitators and Truck and Stationary Mixers.Provide stationary and truck mixers capable of combining the ingredients of the concrete into a thoroughly mixed and uniform mass and capable of discharging the concrete so at least 5 of the 6 requirements of Tex-472-A are met. Perform concrete uniformity tests on mixers or agitators in accordance with Tex-472-A as directed,to resolve issues of mix uniformity and mixer performance. Perform the mixer or agitator uniformity test at the full rated capacity of the equipment.Remove all equipment that fails the uniformity test from service. Inspect and maintain mixers and agitators.Keep them free of concrete buildup,and repair or replace worn or damaged blades or fins. Ensure all mixers have a plate affixed showing manufacturer's recommended operating speed and rated capacity for mixing and agitating. 3.2. Hauling Equipment.Provide hauling equipment capable of maintaining the mixed concrete in a thoroughly ) mixed and uniform mass,and discharging the concrete with a satisfactory degree of uniformity. Provide equipment with smooth,mortar-tight metal containers equipped with gates that prevent accidental discharge of the concrete when using non-agitating equipment for transporting concrete. E Maintain hauling equipment clean and free of built-up concrete. 3.3. Testing Equipment.Furnish and maintain the following in accordance with the pertinent test procedure unless otherwise shown on the plans or specified: ® sieves necessary to perform aggregate gradation analysis when optimized aggregate gradation is specified, 465 i 421 • equipment necessary to perform Tex-415-A and Tex-422-A, • equipment necessary to perform Tex-409-A or Tex-425-A, • test molds, • curing facilities, • maturity meters if used,and • wheelbarrow or other container acceptable for the sampling of the concrete. Provide strength-testing equipment when required in accordance with the Contract-controlling test unless shown otherwise. 4. CONSTRUCTION 4.1. Classification of Concrete Mix Designs.Provide classes of concrete meeting the requirements shown in Table 8. A higher-strength class of concrete with equal or lower water-to-cementitious material(w/cm)ratio may be substituted for the specified class of concrete when approved. 4.2. Mix Design Proportioning.Furnish mix designs using ACI 211,Tex-470-A,or other approved procedures for the classes of concrete listed in Table 8 unless a design method is indicated on the plans.Perform mix design proportioning by absolute volume method unless otherwise approved.Perform cement replacement using equivalent weight method unless otherwise approved. Do not exceed the maximum w/cm ratio listed in Table 8 when designing the mixture. 4.2.1. Cementitious Materials.Do not exceed 700 Ib.of cementitious material per cubic yard of concrete unless otherwise specified or approved. ■ Use cement of the same type and from the same source for monolithic placements. • Do not use supplementary cementing materials when white hydraulic cement is specified. Table 8 Concrete Classes Class of Design Max Coarse Cement Mix Exceptions to Strength,' wlcm Aggregate Types Design General Usages Concrete zMix Design Options Min f�(psi) Ratio Grades•�34 Options When the cementitious material Inlets,manholes,curb,gutter, content does not exceed curb&gutter,conc.retards, A 3,000 0.60 1-4,8 520 Ib./cu.yd.,Class C flyash sidewalks,driveways,back-up I,11,1111,IL, may be used instead of Class F walls,anchors,non-reinforced IP,IS, 1,2,4,&7 fly ash. drilled shafts Riprap,traffic signal controller B 2,000 0.60 2-7 foundations,small roadside signs,and anchors Drilled shafts,bridge substructure,bridge railing, Ill,I/ll,IP, culverts except top slab of direct C6 3,600 0.45 1-6 IS, ,IT,�V 1-8 traffic culverts,headwalls,wing walls,approach slabs,inlets, manholes,concrete traffic barrier (cast-in-place) When the cementitious material Seal concrete I,II,ILII, content does not exceed 520 E 3,000 0.50 2-5 IL,IP,IS, Ib./cu.yd.,Class C fly ash may IT?V be used instead of Class F fly 1-8 ash. 1,11,1/11,IP, Railroad structures;occasionally F6 Notes 0.45 2-5 IS,IT,7V for bridge piers,columns,or bents 466 Table 8(continued) 421 Concrete Classes Class of Design Max Coarse Cement Mix Exceptions to Concrete Strength,' wlcm Aggregate Types Design Mix Design Options General Usages Min fc(psi) Ratio Grades2,3.4 Options Do not use Type III cement in Precast concrete,post-tension mass placement concrete. members H6 Note8 0.45 3-6 I,II,I/II,III, 1 5 Up to 20%of blended cement IP,IS,IT, V may be replaced with listed SCMs when Option 4 is used for recast concrete. S6 4,000 0.45 2-5 I,11,1/11,IP, 1-8 Bridge slabs,top slabs of direct IS,ITV traffic culverts See When the cementitious material Concrete pavement Item 360, I,II,I/II,IL, content does not exceed 520 P "Concrete 0.50 2-3 IF,IS,IT,V 1-8 Ib./cu.yd.,Class C fly ash may Pavement." be used instead of Class F fly ash. CO6 4,600 0.40 6 Bridge deck concrete overlay 1-8 LMC6 4,000 0.40 6-8 I,11,1/11,IF, Latex-modified concrete overlay IS,IT,7 V Use a minimum cementitious SS6 3,600 0.45 4-6 material content of 658lb./cu. Slurry displacement shafts, underwater drilled shafts d.of concrete. K6 Note8 0.40 Notee 1,II,UII,III Note8 IP,IS,IT,'V Mix design options do notapply. Concrete pavement,concrete HES Note8 0.45 Notee 1,IL,11,1/11, 700 Ib.of cementitious material pavement repair III per cubic yard limit does not apply. Maximum fly ash replacement for Options 1 and 3 may be increased to 45%. (HPC) Note" 0.45 Note I,II,I/ll,III 1 5 &8 Up to 20%of a blended cement es,o IF,IS,IT,I V may be replaced with listed SCMs for Option 4. Do not use Option 8 for precast concrete. Do not use Class C Fly Ash Type III-MS may be used where allowed. Type I and Type III cements may be used with Options 1-3,with a SRC Note" 0.45 Note" 1/II,II,IF,IS, 1-4 &7 maximum w/cm of 0.40. $ (SRC) IT,7 V Up to 20%of blended cement may be replaced with listed SCMs when Option 4 is used for precast concrete. Do not use Option 7 for precast concrete. 1. Design strength must be attained within 56 days. 2. Do not use Grade 1 coarse aggregate except in massive foundations with 4 in.minimum clear spacing between reinforcing steel bars, unless otherwise permitted.Do not use Grade 1 aggregate in drilled shafts. 3. Use Grade 8 aggregate in extruded curbs unless otherwise approved. 4. Other grades of coarse aggregate maybe used in non-structural concrete classes when allowed by the Engineer. 5. For information only. 6. Structural concrete classes. 7. Do not use Type IT cements containing>5%limestone. 8. As shown on the plans or specified. 9. "X"denotes class of concrete shown on the plans or specified. 10. (NPC):High Performance Concrete,(SRC):Sulfate Resistant Concrete. 11. Same as class of concrete shown on the plans. 4.2.2. Aggregates.Recycled crushed hydraulic cement concrete may be used as a coarse or fine aggregate in Class A,B,D, E,and P concrete.Limit recycled crushed concrete fine aggregate to a maximum of 20%of the fine aggregate. 467 t 421 Use light-colored aggregates when white hydraulic cement isspecified. Use fine aggregate with an acid insoluble residue of at least 60%by weight when tested in accordance with Tex-612-J in all concrete subject to directtraffic. Use the following equation to determine if the aggregate combination meets the acid insoluble residue requirement when blending fine aggregate or using an intermediate aggregate: (A XP)(A XP)(A XP � 1 t z _ h, ❑60% 100 where: Ai=acid insoluble(%)of fine aggregate 1 Az=acid insoluble(%)of fine aggregate 2 Aia=acid insoluble(%)of intermediate aggregate passing the 3/8 in.sieve Pi=percent by weight of fine aggregate 1 of the fine aggregate blend P2=percent by weight of fine aggregate 2 of the fine aggregate blend Pia=percent by weight of intermediate aggregate passing the 3/8 in.sieve Alternatively to the above equation,blend fine aggregate with a micro-deval loss of less than 12%,when tested in accordance with Tex-461-A,with at least 40%of a fine aggregate with an acid insoluble residue of at least 60%. 4.2.3. Chemical Admixtures.Do not use Type C,Type E,Type F,or Type G admixtures in Class S bridge deck concrete.Do not use chemical admixtures containing calcium chloride in any concrete. Use a 30%calcium nitrite solution when a corrosion-inhibiting admixture is required.The corrosion-inhibiting admixture must be set neutral unless otherwise approved.Dose the admixture at the rate of gallonsof admixture per cubic yard of concrete shown on the plans. 4.2.4. Air Entrainment.Use an approved air-entraining admixture when air-entrained concrete is specified,or when an air-entraining admixture is used at the Contractor's option,and do not exceed the manufacturer's recommended dosage.Ensure the minimum entrained air content is at least 3.0%for all classes of concrete except Class P when air-entrained concrete is specified,during trial batch,or when providing previousfield data. 4.2.5. Slump. Provide concrete with a slump in accordance with Table 9 unless otherwise specified.When approved,the slump of a given concrete mix may be increased above the values shown in Table 9using chemical admixtures,provided the admixture-treated concrete has the same or lower water-to-cementitious material ratio and does not exhibit segregation or excessive bleeding.Request approval to exceed the slump limits in Table 9 sufficiently in advance for proper evaluation by the Engineer. Perform job-control testing of slump in accordance with Section 421.4.8.3.1.,"Job-Control Testing." 468 421 Table 9 Placement Slump Requirements General Usage' Placement Slump Ran e,2 in. Walls over 9 in.thick),caps,columns,piers,approach slabs,concrete overlays 3 to 5 Bridge slabs,top slabs of direct traffic culverts,latex-modified concrete for bridge deck overlays 3 to 5-1/2 Inlets,manholes,walls(less than 9 in.thick),bridge railing,culverts,concrete traffic barrier,concrete 4 to 5-1/2 pavement(formed),seal concrete Precast concrete 4 to 9 Underwater concrete placements 6 to 8-1/2 Drilled shafts,slurry displaced and underwater drilled shafts See Item 416,"Drilled Shaft Foundations." Curb,gutter,curb and gutter,concrete retards,sidewalk,driveways,anchors,riprap,small roadsidesign As approved foundations,concrete pavement repair,concrete repair 1. For information only. 2. For fiber reinforced concrete,perform slump before addition of fibers. 4.2.6. Mix Design Options. 4.2.6.1. Option 1.Replace 20%to 35%of the cement with Class F fly ash. 4.2.6.2. Option 2. Replace 35%to 50%of the cement with slag cement or MFFA. 4.2.6.3. Option 3.Replace 35%to 50%of the cement with a combination of Class F fly ash,slag cement,MFFA, UFFA,metakaolin,or silica fume;however,no more than 35%may be fly ash,and no more than 10%may be silica fume. 4.2.6.4. Option 4.Use Type IP,Type IS,or Type IT cement as allowed in Table 5 for each class of concrete.Up to 10%of a Type IP,Type IS,or Type IT cement may be replaced with Class F fly ash,slag cement,or silica fume.Use no more than 10%silica fume in the final cementitious material mixture if the Type IT cement contains silica fume,and silica fume is used to replace the cement. 4.2.6.5. Option 5.Replace 35%to 50%of the cement with a combination of Class C fly ash and at least 6%of silica fume,UFFA,or metakaolin. However, no more than 35%may be Class C fly ash,and no more than 10% may be silica fume. 4.2.6.6. Option 6.Use a lithium nitrate admixture at a minimum dosage determined by testing conducted in accordance with Tex-471-A,"Lithium Dosage Determination Using Accelerated Mortar Bar Testing."Before use of the mix,provide an annual certified test report signed and sealed by a licensed professional engineer, from a laboratory on the Department's MPL,certified by the Construction Division as being capable of testing according to Tex-471-A,"Lithium Dosage Determination Using Accelerated Mortar Bar Testing." 4.2.6.7. Option 7.Ensure the total alkali contribution from the cement in the concrete does not exceed 3.5 Ib.per cubic yard of concrete when using hydraulic cement not containing SCMs calculated as follows: (lb.cement per cu.yd.)X(0/oNa O equivalent in cement lb. alkali per cu.yd. — 100 4.2.6.8. Option 8.Perform annual testing as required for any deviations from Options 1-5 or use mix design options listed in Table 10.Laboratories performing ASTM C1260,ASTM C1567,and ASTM C1293 testing mustbe listed on the Department's MPL.Before use of the mix,provide a certified test report signed and sealed bya licensed professional engineer demonstrating the proposed mixture conforms to the requirements of Table 10. i Provide a certified test report signed and sealed by a licensed professional engineer,when HPC is required, and less than 20%of the cement is replaced with SCMs,demonstrating ASTM C1202 test results indicate the permeability of the concrete is less than 1,500 coulombs tested immediately after either of the following curing schedules: 469 I 421 ■ Moisture cure specimens 56 days at 737. ■ Moisture cure specimens 7 days at 737 followed by 21 days at 1007. Table 10 Option 8 esting and Mix Design Requirements ASTM 01260 Result Testing Requirements for Mix Design Materials Mix Design Mix Design or Prescriptive Mix Design Options' Fine Aggregate Coarse Aggregate Determine the dosage of SCMs needed to limit the 14-day expansion of each A >0.10% >0.10% aggregate2 to 0.08%when tested individually in accordance with ASTM C1567,or Use a minimum of 40%Class C fly ash with a maximum Ca03 content of 25%. S 0.10% S 0.10% Use a minimum of 40%Class C fly ash with a maximum Ca03 content of 25%,or B Use any ternary combination which replaces 35%to 50%of cement. S 0.10% ASTM C12931 yr. Use a minimum of 20%of any Class C fly ash,or Expansion S 0.04% Use any ternary combination which replaces 35%to 50%of cement. Determine the dosage of SCMs needed to limit the 14-day expansion of coarse and C 80.10% >0.10% intermediate2 aggregate to 0.08%when tested individually in accordance with ASTM C1567,or Use a minimum of 40%Class C fly ash with a maximum Ca03 content of 25%. >0.10% S 0.10% Use a minimum of 40%Class C fly ash with a maximum Ca03 content of 25%,or D Use an terna combination which replaces 35%to 50%of cement. >0.10% ASTM C12931 yr. Determine the dosage of SCMs needed to limit the 14-day expansion of fine Expansion S 0.04% aggregate to 0.08%when tested in accordance with ASTM C1567. 1. Do not use Class C fly ash if the ASTM C1260 value of the fine,intermediate,or coarse aggregate is 0.30%or greater,unless the fly ash is used as part of a ternary system. 2. Intermediate size aggregates will fall under the requirements of mix design coarse aggregate. 3. Average the CaO content from the previous ten values as listed on the mill certificate. 4.2.7. Optimized Aggregate Gradation(OAG)Concrete.The gradation requirements in Table 3 and Table 4do not apply when OAG concrete is specified or used by the Contractor unless otherwise shown on the plans. Use Tex-470 to establish the optimized aggregate gradation.Use at least 420 Ib.per cubic yard of cementitious material when OAG concrete is used unless otherwise approved.Use a coarse aggregate with a maximum nominal size of 1-1/2 in.for Class P concrete.Use a coarse aggregate for all other classes of concrete with a maximum nominal size not larger than: ■ 1/5 the narrowest dimension between sides of forms,or ■ 1/3 the depth of slabs,or ■ 3/4 the minimum clear spacing between individual reinforcing bars or wires,bundles of bars,individual tendons,bundled tendons,or ducts. Make necessary adjustments to individual aggregate stockpile proportions during OAG concrete production when the gradation deviates from the optimized gradation requirements. 4.2.8. Self-Consolidating Concrete(SCC).Provide SCC meeting the following requirements shown in Table 11 when approved for use in precast concrete.Use concrete with a slump flow that can be placedwithout vibration and will not segregate or excessively bleed. Increase the slump flow of a given concrete mix above the values shown in Table 11 when approved, provided the concrete has the same or lower water-to-cementitious material ratio and meets all other requirements listed in Table 11.Request approval to exceed the slump flow limits sufficiently in advance for proper evaluation by the Engineer. 470 421 Table 11 Mix Desi n Requirements forSCC Tests Test Method Acceptable Limits Slump Flow for Precast Concrete ASTM C1611 22 to 271 Slump Flow for Drilled Shafts ASTM C1611 19 to 241 Teo,sec ASTM C1611 2 to 7 VSI Rating ASTM C1611 0 or 1 Passing Ability,in. ASTM C1621 S 2 Segregation Column,% ASTM C1610 SIO Bleeding,% ASTM C232 82.5 1. These slump flow limits are generally acceptable for most applications.However, slump flow limits may be adjusted during mix design approval process and when approved bythe Engineer. 4.3. Concrete Trial Batches. Perform preliminary and final trial batches when required by the plans,orwhen previous satisfactory field data is not available.Submit previous satisfactory field data to the Engineer showing the proposed mix design conforms to specification requirements when trial batches are not required and before concrete is placed. Perform preliminary and final trial batches for all self-consolidating concrete mix designs. 4.3.1. Preliminary Trial Batches.Perform all necessary preliminary trial batch testing when required,and provide documentation including mix design,material proportions,and test results substantiating the mix design conforms to specification requirements. 4.3.2. Final Trial batches.Make all final trial batches using the proposed ingredients in a mixer that is representative of the mixers to be used on the job when required.Make the batch size at least 50%of the mixer's rated capacity.Perform fresh concrete tests for air content and slump,and make,cure,and test strength specimens for compliance with specification requirements.Test at least one set of design strength specimens,consisting of 2 specimens per set,at 7-day,28-day,and at least one additional age unless otherwise directed.Before placing,provide the Engineer the option of witnessing final trial batches,including the testing of the concrete.If not provided this option,the Engineer may require additional trial batches, including testing,before the concrete is placed. Conduct all testing listed in Table 11 when performing trial batches for self-consolidating concrete.Make an additional mixture with 3%more water than the preliminary trial batch.Make necessary adjustments tothe mix design if this additional mixture does not meet requirements of Table 11.Cast and evaluate mock-ups for precast concrete that are representative of the actual product as directed.Provide the Engineer the option of witnessing final trial batches,including the testing of the concrete and the casting of the mock-ups before placement.If not provided this option,the Engineer may require additional trial batches,including testing and mock-ups,before the concrete is placed. Establish 7-day compressive strength target values using the following formula for each Class A,B,and E concrete mix designs to be used: Target value=Minimum designstrength X 7- dayavg.trialbatchstrength 28- dayavg.trialbatchstrength Submit previous satisfactory field data,data from a new trial batch,or other evidence showing the change will not adversely affect the relevant properties of the concrete when changes are made to the type,brand,or t source of aggregates,cement,SCM,water,or chemical admixtures.Submit the data for approval before making changes to the mix design.A change in vendor does not necessarily constitute a change in materials or source.The Engineer may waive new trial batches when there is a prior record of satisfactory performance with the ingredients.During concrete production,dosage changes of chemical admixtures used in the trial batches will not require a re-evaluation of the mixdesign. I 3 471 421 The Contractor has the option of performing trial batches in conjunction with concrete placements except for SCC mixtures,when new trial batches are required during the course of the project.If the concrete fails to meet any requirement,the Engineer will determine acceptability and payment adjustments. Establish the strength–maturity relationship in accordance with Tex-426-A when the maturity method is specified or permitted.When using the maturity method,any changes in any of the ingredients,including changes in proportions,will require the development of a new strength–maturity relationship for the mix. 4.3.3. Mix Design of Record.Once a trial batch or previously satisfactory field data substantiates the mix design, the proportions and mixing methods used become the mix design of record.Do not exceed mix design water- to-cement ratio. 4.4. Production Testing. 4.4.1. Aggregate Moisture Testing.Determine moisture content per Tex-409-A or Tex-425-A for coarse, intermediate,and fine aggregates at least twice a week,when there is an apparent change,or fornew shipments of aggregate.When aggregate hoppers or storage bins are equipped with properly maintained electronic moisture probes for continuous moisture determination,moisture tests per Tex-409-A or Tex-425-A are not required.Electronic moisture probes,however,must be verified at least every 90 days against Tex-409-A and be accurate to within 1.0%of the actual moisture content. When producing SCC,and when aggregate hoppers or storage bins are not equipped with electric moisture probes,determine the moisture content of the aggregates before producing the first concrete batch each day. Thereafter,determine the moisture content every 4 hr.or when there is an apparent change while SCC is being produced. 4.4.2. Aggregate Gradation Testing.Perform a sieve analysis in accordance with Tex-401-A on each stockpile used in the blend at least one day before producing OAG concrete when producing optimized aggregate gradation concrete.Perform sieve analysis on each stockpile after every 10,000 cubic yards of OAG concrete produced.Provide sieve analysis data to the Engineer. 4.5. Measurement of Materials. 4.5.1. Non-Volumetric Mixers.Measure aggregates by weight.Correct batch weight measurements for aggregate moisture content.Measure mixing water,consisting of water added to the batch,ice added to the batch, water occurring as surface moisture on the aggregates,and water introduced in the form of admixtures,by volume or weight.Measure ice by weight. Measure cement and supplementary cementing materials in a hopper and on a separate scale from those used for other materials. Measure the cement firstwhen measuring the cumulative weight. Measure concrete chemical admixtures by weight or volume.Measure batch materials within the tolerances of Table 12. Table 12 Mix Design Batching Tolerances—Non-Volumetric Mixers Material Tolerance Cement,wt. -1 to+3 SCM,wt. -1 to+3 Cement+SCM cumulative weighing),wt. -1 to+3 Water,wt.orvolume ±31 Fine aggregate,wt. ±2 Coarse aggregate,wt. ±2 Fine+coarse aggregate cumulative weighing),wt. ±1 Chemical admixtures,wt.orvolume ±3 1. Allowable deviation from target weight not including water withheld or moisture inthe aggregate.The Engineer will verify the water-to-cementitious material ratio iswithin specified limits. Ensure the quantity measured,when measuring cementitious materials at less than 30%of scale capacity,is accurate to not less than the required amount and not more than 4%in excess.Ensure the cumulative quantity,when measuring aggregates in a cumulative weigh batcher at less than 30%of the scale capacity, 472 421 is measured accurate to±0.3%of scale capacity or±3%of the required cumulative weight,whichever is less. Measure cement in number of bags under special circumstances when approved.Use the weights listed on the packaging.Weighing bags of cement is not required.Ensure fractional bags are not used except for small hand-mixed batches of approximately 5 cu.ft.or less and when an approved method of volumetric or weight measurement is used. 4.5.2. Volumetric Mixers.Provide an accurate method of measuring all ingredients by volume,and calibrate equipment to assure correct measurement of materials within the specified tolerances.Base tolerances on volume–weight relationship established by calibration,and measure the various ingredients within the tolerances of Table 13.Correct batch measurements for aggregate moisture content. Table 13 Mix Design Batching Tolerances—Volumetric Mixers Material Tolerance Cement,wt.% 0 to+4 SCM,wt.% 0 to+4 Fine aggregate,wt.% ±2 Coarse aggregate,wt.% ±2 Admixtures,wt.or volume% ±3 Water,wt,or volume% ±1 4.6. Mixing and Delivering Concrete. 4.6.1. Mixing Concrete.Operate mixers and agitators within the limits of the rated capacity and speed of rotation for mixing and agitation as designated by the manufacturer of the equipment.Provide concrete ina thoroughly mixed and uniform mass with a satisfactory degree of uniformity when tested in accordance with Tex-472-A. Do not top-load new concrete onto returned concrete. Adjust mixing times and batching operations as necessary when the concrete contains silica fume to ensure the material is completely and uniformly dispersed in the mix.The dispersion of the silica fume within the mix will be verified by the Construction Division,Materials and Pavements Section,using cylinders madefrom trial batches.Make necessary changes to the batching operations,if uniform dispersion is not achieved,until uniform and complete dispersion of the silica fume is achieved. Mix concrete by hand methods or in a small motor-driven mixer when permitted,for small placements of less than 2 cu.yd.For such placements,proportion the mix by volume or weight. 4.6.2. Delivering Concrete.Deliver concrete to the project in a thoroughly mixed and uniform mass,and discharge the concrete with a satisfactory degree of uniformity.Conduct testing in accordance with Tex-472-A when there is a reason to suspect the uniformity of concrete and as directed. Maintain concrete delivery and placement rates sufficient to prevent cold joints. Adding chemical admixtures or the portion of water withheld is only permitted at the jobsite,underthe supervision of the Engineer,to adjust the slump or slump flow of the concrete.Do not add water or chemical admixtures to the batch after more than an amount needed to conduct slump testing has been discharged. Turn the drum or blades at least 30 additional revolutions at mixing speed to ensure thorough and uniform r mixing of the concrete.When this water is added,do not exceed the approved mix design water-to- cementitious material ratio. Before unloading,furnish the delivery ticket for the batch of concrete containing the information required on Department Form 596,"Concrete Batch Ticket."The Engineer will verify all required information is provided f on the delivery tickets.The Engineer may suspend concrete operations until the corrective actions are f j x 473 421 implemented if delivery tickets do not provide the required information.The Engineer will verify the design water-to-cementitious material ratio is notexceeded. Begin the discharge of concrete delivered in truck mixers within the times listed in Table 14.Concrete may be discharged after these times provided the concrete temperature and slump meet the requirements listed in this Item and other pertinent Items.Perform these tests with certified testing personnel per Section 421.4.8.1., "Certification of Testing Personnel."Provide the Engineer the option of witnessing testing of the concrete. If not provided this option,the Engineer may require additional testing before the concrete is placed. Table 14 Concrete Discharge Times Fresh Concrete Max Time After Batching for Max Time After Batching for Temperature,°F Concrete Not Containing Concrete Containing Type B or D Admixtures,min. Type B or D Admixtures, min. 90 and above 45 75 75 S T<90 60 90 T<75 90 120 1. Concrete must contain at least the minimum manufacturer's recommended dosage of Type B or D admixture. 4.7. Placing,Finishing,and Curing Concrete.Place,finish,and cure concrete in accordance with the pertinent Items. 4.8. Sampling and Testing of Concrete.Unless otherwise specified,all fresh and hardened concrete is subject to testing as follows: 4.8.1. Certification of Testing Personnel.Contractor personnel performing testing must be either ACI-certifiedor qualified by a Department-recognized equivalent written and performance testing program for the tests being performed.Personnel performing these tests are subject to Department approval.Use of a commercial laboratory is permitted at the Contractor's option.All personnel performing testing using the maturitymethod must be qualified by a training program recognized by the Department before using this method on the job. 4.8.2. Fresh Concrete. Provide safe access and assistance to the Engineer during sampling. Fresh concrete will be sampled for testing at the discharge end if using belt conveyors or pumps.When it is impractical to sample at the discharge end,a sample will be taken at the time of discharge from the delivery equipment and correlation testing will be performed and documented to ensure specification requirements are met atthe discharge end. 4.8.3. Testing of Fresh Concrete.Test for the fresh properties listed in Table 15. Table 15 Fresh Concrete Tests Tests Test Methods Slump' Tex-415-A Temperature' Tex-422-A Air Content2 Tex-414-A,Tex-416-A or ASTM C457 1. Job-control testing performed by the Contractor. 2. Only required during concrete trial batch when air-entrained concrete is specified on the plans. Concrete with a slump lower than the minimum placement slump in Table 9 after the addition of all water withheld,or concrete exhibiting segregation and excessive bleeding may be rejected. When SCC exceeds the maximum placement slump flow or VSI rating,the Engineer will immediately resample and retest the concrete slump flow and VSI rating.If the concrete exceeds the maximum placement slump flow or VSI rating after the retest,the concrete will be rejected. 4.8.3.1. Job-Control Testing.Perform job-control concrete temperature and slump testing as specified in Table 16 unless otherwise specified.Provide the Engineer the opportunity to witness the testing.The Engineer may 474 421 require a retest if not given the opportunity to witness.Immediately notify the Engineer of any concrete temperature or slump nonconformity issues.Furnish a copy of all test results to the Engineer daily. Table 16 Job-Control Testing Frequencies Concrete Placements Frequency Bridge Deck Placements Test the first few loads,then every fifth load delivered. All Other Structural Class Concrete Placements One test every 60 cu.yd.or fraction thereof. Non-Structural Class Concrete Placements One test every 180 cu.yd.or fraction thereof. Immediately resample and retest the concrete slump when the concrete exceeds the slump range at time of placement. If the concrete exceeds the slump range after the retest,and is used at the Contractors option, the Engineer will make strength specimens as specified in Article 421.5.,"Acceptance of Concrete." 4.8.3.2. Strength Specimen Handling.Remove specimens from their molds and deliver Department test specimens to curing facilities within 24 to 48 hr.after molding, in accordance with pertinent test procedures unless otherwise shown on the plans or directed.Clean and prepare molds for reuse if necessary. 5. ACCEPTANCE OF CONCRETE The Engineer will sample and test the fresh and hardened concrete for acceptance.The test results will be reported to the Contractor and the concrete supplier. Investigate the quality of the materials,theconcrete production operations,and other possible problem areas to determine the cause for any concrete that fails to meet the required strengths as outlined below.Take necessary actions to correct the problem including redesign of the concrete mix.The Engineer may suspend all concrete operations under the pertinent Items if the Contractor is unable to identify,document,and correct the cause of the low strengths in a timely manner. Resume concrete operations only after obtaining approval for any proposed corrective actions.Concrete failing to meet the required strength as outlined below will be evaluated using the procedures listed in Article 421.6.,"Measurement and Payment." 5.1. Structural Concrete. For concrete classes identified as structural concrete in Table 8,the Engineerwill make and test 7-day and 28-day specimens.Acceptance will be based on attaining the design strength given in Table 8. 5.2. Class P and Class HES.The Engineer will base acceptance in accordance with Item 360,"Concrete Pavement,"and Item 361,'Repair of Concrete Pavement." 5.3. All Other Concrete.For concrete classes not identified as structural concrete in Table 8,the Engineer will make and test 7-day specimens.The Engineer will base acceptance on the 7-day target value established in accordance with Section 421.4.3.,"Concrete Trial Batches." 6. MEASUREMENT AND PAYMENT The work performed,materials furnished,equipment,labor,tools,and incidentals will not be measured or paid for directly but will be subsidiary to pertinent Items. The following procedure will be used to evaluate concrete where one or more project acceptance test specimens fail to meet the required design strength specified in this Item or on the plans: The concrete for a given placement will be considered structurally adequate and accepted at full price if the average of all test results for specimens made at the time of placement meets the required design strength provided no single test result is less than 85%of the required design strength. The Engineer will perform a structural review of the concrete to determine its adequacy to remain in service if the average of all test results for specimens made at the time of placement is less than the required design strength or if any test results are less than 85%of the required design strength.If the in- 475 421 situ concrete strength is needed for the structural review,take cores at locations designated by the Engineer in accordance with Tex-424-A.The Engineer will test the cores.The coring and testing will be at the Contractor's expense. • If all of the tested cores meet the required design strength,the concrete will be paid for at full price. • If any of the tested cores do not meet the required design strength,but the average strength attained is determined to be structurally adequate,the Engineer will determine the limits of the payadjustment using the following formula: { A=B 5.37{1S +1f.69�I S I�l� 5.32 L� where: A=Amount to be paid per unit of measure for the entire placement in question Sa=Actual average strength from cylinders or cores.Use values from cores,if taken. S5=Minimum required strength(specified) Bp=Unit Bid Price ■ If the structural review determines the concrete is not adequate to remain in service,the Engineerwill determine the limits of the concrete to be removed. ■ The decision to reject structurally inadequate concrete or to apply the pay adjustment factor will be made no later than 56 days after placement. 476 506 Item 506 Temporary Erosion, Sedimentation, Texas Department and Environmental Controls 1. DESCRIPTION Install, maintain,and remove erosion,sedimentation,and environmental control measures to prevent or reduce the discharge of pollutants in accordance with the Storm Water Pollution Prevention Plan(SWP3)on the plans and the Texas Pollutant Discharge Elimination System(TPDES)General Permit TXR150000. Control measures are defined as Best Management Practices used to prevent or reduce the discharge of pollutants.Control measures include,but are not limited to,rock filter dams,temporary pipe slope drains, temporary paved flumes,construction exits,earthwork for erosion control,pipe,construction perimeter fence, sandbags,temporary sediment control fence,biodegradable erosion control logs,vertical tracking,temporary or permanent seeding,and other measures.Erosion and sediment control devices must be selected from the Erosion Control Approved Products or Sediment Control Approved Products lists.Perform work in a manner to prevent degradation of receiving waters,facilitate project construction,and comply with applicable federal, state,and local regulations.Ensure the installation and maintenance of control measures is performed in accordance with the manufacturer's or designer's specifications. Provide the Contractor Certification of Compliance before performing SWP3 or soil disturbing activities. By signing the Contractor Certification of Compliance,the Contractor certifies they have read and understand the requirements applicable to this project pertaining to the SWP3,the plans,and the TPDES General Permit TXR150000.The Contractor is responsible for any penalties associated with non-performance of installation or maintenance activities required for compliance. Ensure the most current version of the certificate is executed for this project. 2. MATERIALS Furnish materials in accordance with thefollowing: • Item 161,"Compost" • Item 432,"Riprap" • Item 556,"Pipe Underdrains" 2.1. Rock Filter Dams. 2.1.1. Aggregate.Furnish aggregate with approved hardness,durability,cleanliness,and resistance to crumbling, flaking,and eroding.Provide the following: • Types 1,2,and 4 Rock Filter Dams.Use 3 to 6 in.aggregate. • Type 3 Rock Filter Dams. Use 4 to 8 in.aggregate. 2.1.2. Wire.Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie wires for Types 2 and 3 rock filter dams.Type 4 dams require: • a double-twisted,hexagonal weave with a nominal mesh opening of 2-1/2 x 3-1/4 in.; • minimum 0.0866 in.steel wire for netting; • minimum 0.1063 in.steel wire for selvages and corners;and ± • minimum 0.0866 in.for binding or tie wire. 2.1.3. Sandbag Material.Furnish sandbags meeting Section 506.2.8.,"Sandbags,"except that any gradation of aggregate may be used to fill the sandbags. 708 i 506 2.2. Temporary Pipe Slope Drains.Provide corrugated metal pipe,polyvinyl chloride(PVC)pipe,flexible tubing, watertight connection bands,grommet materials,prefabricated fittings,and flared entrance sections that conform to the plans.Recycled and other materials meeting these requirements are allowed if approved. Furnish concrete in accordance with Item 432,"Riprap." 2.3. Temporary Paved Flumes.Furnish asphalt concrete,hydraulic cement concrete,or other comparable non-erodible material that conforms to the plans.Provide rock or rubble with a minimum diameter of 6 in.and a maximum volume of 1/2 cu.ft.for the construction of energy dissipaters. 2.4. Construction Exits.Provide materials that meet the details shown on the plans and this Section. 2.4.1. Rock Construction Exit.Provide crushed aggregate for long-and short-term construction exits.Furnish aggregates that are clean,hard,durable,and free from adherent coatings such as salt,alkali,dirt,clay, loam, shale,soft or flaky materials,and organic and injurious matter.Use 4-to 8-in.aggregate for Type 1.Use 2-to 4-in.aggregate for Type 3. 2.4.2. Timber Construction Exit. Furnish No.2 quality or better railroad ties and timbers for long-term construction exits,free of large and loose knots and treated to control rot. Fasten timbers with nuts and bolts or lag bolts, of at least 1/2 in.diameter, unless otherwise shown on the plans or allowed.Provide plywood or pressed wafer board at least 1/2 in.thick for short-term exits. 2.4.3. Foundation Course.Provide a foundation course consisting of flexible base,bituminous concrete,hydraulic cement concrete,or other materials as shown on the plans ordirected. 2.5. Embankment for Erosion Control.Provide rock,loam,clay,topsoil,or other earth materials that will form a stable embankment to meet the intended use. 2.6. Pipe. Provide pipe outlet material in accordance with Item 556,`Pipe Underdrains,"and details shown on the plans. 2.7. Construction Perimeter Fence. 2.7.1. Posts. Provide essentially straight wood or steel posts that are at least 60 in.long.Furnish soft wood posts with a minimum diameter of 3 in.,or use nominal 2 x 4 in.boards. Furnish hardwood posts with a minimum cross-section of 1-1/2 x 1-1/5 in.Furnish T-or L-shaped steel posts with a minimum weight of 0.5 Ib.per foot. 2.7.2. Fence.Provide orange construction fencing as approved. 2.7.3. Fence Wire. Provide 11 gauge or larger galvanized smooth or twisted wire. Provide 16 gauge or larger tie wire. 2.7.4. Flagging.Provide brightly-colored flagging that is fade-resistant and at least 3/4 in.wide to provide maximum visibility both day and night. 2.7.5. Staples.Provide staples with a crown at least 1/2 in.wide and legs at least 1/2 in.long. 2.7.6. Used Materials.Previously used materials meeting the applicable requirements may be used if approved. 2.8. Sandbags. Provide sandbag material of polypropylene, polyethylene,or polyamide woven fabric with a minimum unit weight of 4 oz.per square yard,a Mullen burst-strength exceeding 300 psi,and an ultraviolet stability exceeding 70%. Use natural coarse sand or manufactured sand meeting the gradation given in Table 1 to fill sandbags.Filled sandbags must be 24 to 30 in.long, 16 to 18 in.wide,and 6 to 8 in.thick. 709 506 Table 1 Sand Gradation Sieve Size Retained(%by Weight) #4 Maximum 3% #100 Minimum 80% #200 Minimum 95% Aggregate may be used instead of sand for situations where sandbags are not adjacent to traffic.The aggregate size must not exceed 3/8 in. 2.9. Temporary Sediment Control Fence.Provide a net-reinforced fence using woven geo-textile fabric.Logos visible to the traveling public will not be allowed. I 2.9.1. Fabric.Provide fabric materials in accordance with DMS-6230,"Temporary Sediment Control Fence Fabric." li 2.9.2. Posts.Provide essentially straight wood or steel posts with a minimum length of 48 in.,unless otherwise shown on the plans.Furnish soft wood posts at least 3 in.in diameter,or use nominal 2 x 4 in.boards. Furnish hardwood posts with a minimum cross-section of 1-1/2 x 1-1/2 in.Furnish T-or L-shaped steel posts with a minimum weight of 1.3 Ib.per foot. 2.9.3. Net Reinforcement.Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire mesh,with a maximum opening size of 2 x 4 in.,at least 24 in.wide,unless otherwise shown on the plans. 2.9.4. Staples.Provide staples with a crown at least 3/4 in.wide and legs 1/2 in.long. 2.9.5. Used Materials.Use recycled material meeting the applicable requirements if approved. 2.10. Biodegradable Erosion Control Logs. i 2.10.1. Core Material.Furnish core material that is biodegradable or recyclable.Use compost,mulch,aspen excelsior wood fibers,chipped site vegetation,agricultural rice or wheat straw,coconut fiber, 100% recyclable fibers,or any other acceptable material unless specifically called out on the plans.Permit no more than 5%of the material to escape from the containment mesh.Furnish compost meeting the requirements of Item 161,"Compost." 2.10.2. Containment Mesh.Furnish containment mesh that is 100%biodegradable,photodegradable,or recyclable such as burlap,twine,UV photodegradable plastic,polyester,or any other acceptable material. Furnish biodegradable or photodegradable containment mesh when log will remain in place as part of a vegetative system. Furnish recyclable containment mesh for temporary installations. 2.10.3. Size.Furnish biodegradable erosion control logs with diameters shown on the plans or as directed.Stuff containment mesh densely so logs do not deform. 3. QUALIFICATIONS, TRAINING, AND EMPLOYEE REQUIREMENTS 3.1. Contractor Responsible Person Environmental(CRPE)Qualifications and Responsibilities.Provide and designate in writing at the preconstruction conference a CRPE and alternate CRPEwho have overall responsibility for the storm water management program.The CRPE will implement storm water and erosion control practices;will oversee and observe storm water control measure monitoring and management;will monitor the project site daily and produce daily monitoring reports as long as there are BMPs in place or soil � E disturbing activities are evident to ensure compliance with the SWP3 and TPDES General Permit TXR150000. During time suspensions when work is not occurring or on contract non-work days,daily inspections are not required unless a rain event has occurred.The CRPE will provide recommendations on i { 710 506 4.4.1.1. Type 1(Non-Reinforced). • Height.At least 18 in.measured vertically from existing ground to top of filterdam. • Top Width.At least 2 ft. • Slopes. No steeper than 2:1. 4.4.1.2. Type 2(Reinforced). • Height.At least 18 in.measured vertically from existing ground to top of filterdam. • Top Width.At least 2 ft. • Slopes.No steeper than 2:1. 4.4.1.3. Type 3(Reinforced). • Height.At least 36 in.measured vertically from existing ground to top of filterdam. • Top Width.At least 2 ft. • Slopes.No steeper than 2:1. 4.4.1.4. Type 4(Sack Gabions).Unfold sack gabions and smooth out kinks and bends.Connect the sides by lacing in a single loop—double loop pattern on 4-to 5-in.spacing for vertical filling.Pull the end lacing rod at one end until tight,wrap around the end,and twist 4 times. Fill with stone at the filling end,pull the rod tight,cut the wire with approximately 6 in.remaining,and twist wires 4 times. Place the sack flat in a filling trough,fill with stone,connect sides,and secure ends as described above for horizontal filling. Lift and place without damaging the gabion.Shape sack gabions to existing contours. 4.4.1.5. Type 5.Provide rock filter dams as shown on the plans. 4.4.2. Temporary Pipe Slope Drains.Install pipe with a slope as shown on the plans or as directed.Construct embankment for the drainage system in 8-in.lifts to the required elevations.Hand-tamp the soil around and under the entrance section to the top of the embankment as shown on the plans or as directed. Form the top of the embankment or earth dike over the pipe slope drain at least 1 ft.higher than the top of the inlet pipe at all points.Secure the pipe with hold-downs or hold-down grommets spaced a maximum of 10 ft.on center. Construct the energy dissipaters or sediment traps as shown on the plans or as directed.Construct the sediment trap using concrete or rubble riprap in accordance with Item 432,"Riprap,"when designated on the plans. 4.4.3. Temporary Paved Flumes.Construct paved flumes as shown on the plans or as directed.Provide excavation and embankment(including compaction of the subgrade)of material to the dimensions shown on the plans unless otherwise indicated. Install a rock or rubble riprap energy dissipater,constructed from the materials specified above,to a minimum depth of 9 in.at the flume outlet to the limits shown on the plans or as directed. 4.4.4. Construction Exits.Prevent traffic from crossing or exiting the construction site or moving directly onto a public roadway,alley,sidewalk,parking area,or other right of way areas other than at the location of construction exits when tracking conditions exist.Construct exits for either long-or short-term use. 4.4.4.1. Long-Term.Place the exit over a foundation course as required.Grade the foundation course or compacted subgrade to direct runoff from the construction exits to a sediment trap as shown on the plans or as directed. Construct exits with a width of at least 14 ft.for one-way and 20 ft,for two-way traffic for the full width of the exit,or as directed. 4.4.4.1.1. Type 1.Construct to a depth of at least 8 in.using crushed aggregate as shown on the plans or as directed. 4.4.4.1.2. Type 2.Construct using railroad ties and timbers as shown on the plans or as directed. 713 506 4.4.4.2. Short-Term. 4.4.4.2.1. Type 3.Construct using crushed aggregate,plywood,or wafer board.This type of exit may be used for daily operations where long-term exits are not practical. 4.4.4.2.2. Type 4.Construct as shown on the plans or as directed. 4.4.5. Earthwork for Erosion Control.Perform excavation and embankment operations to minimize erosion and to remove collected sediments from other erosion controldevices. 4.4.5.1. Excavation and Embankment for Erosion Control Features.Place earth dikes,swales,or combinations of both along the low crown of daily lift placement,or as directed,to prevent runoff spillover.Place swales and dikes at other locations as shown on the plans or as directed to prevent runoff spillover or to divert runoff.Construct cuts with the low end blocked with undisturbed earth to prevent erosion of hillsides. Construct sediment traps at drainage structures in conjunction with other erosion control measures as shown on the plans or as directed. Create a sediment basin,where required,providing 3,600 cu.ft.of storage per acre drained,or equivalent control measures for drainage locations that serve an area with 10 or more disturbed acres at one time, not including offsite areas. 4.4.5.2. Excavation of Sediment and Debris. Remove sediment and debris when accumulation affectsthe performance of the devices,after a rain,and when directed. 4.4.6. Construction Perimeter Fence.Construct,align,and locate fencing as shown on the plans or as directed. 4.4.6.1. Installation of Posts.Embed posts 18 in.deep or adequately anchor in rock,with a spacing of 8to 10 ft. 4.4.6.2. Wire Attachment.Attach the top wire to the posts at least 3 ft.from the ground.Attach the lower wire midway between the ground and the top wire. 4.4.6.3. Flag Attachment.Attach flagging to both wire strands midway between each post.Use flagging at least 18 in.long.Tie flagging to the wire using a squareknot. 4.4.7. Sandbags for Erosion Control.Construct a berm or dam of sandbags that will intercept sediment-laden storm water runoff from disturbed areas,create a retention pond,detain sediment,and release water in sheet flow.Fill each bag with sand so that at least the top 6 in,of the bag is unfilled to allow for proper tying of the open end.Place the sandbags with their tied ends in the same direction.Offset subsequent rows of sandbags 1/2 the length of the preceding row.Place a single layer of sandbags downstream as a secondary debris trap.Place additional sandbags as necessary or as directed for supplementary support to berms or dams of sandbags or earth. 4.4.8. Temporary Sediment-Control Fence.Provide temporary sediment-control fence near the downstream perimeter of a disturbed area to intercept sediment from sheet flow.Incorporate the fence into erosion-control measures used to control sediment in areas of higher flow. Install the fence as shown on the plans,as specified in this Section,or as directed. 4.4.8.1. Installation of Posts.Embed posts at least 18 in.deep,or adequately anchor,if in rock,with a spacing of 6 to 8 ft.and install on a slight angle toward the runoff source. 4.4.8.2. Fabric Anchoring.Dig trenches along the uphill side of the fence to anchor 6 to 8 in.of fabric.Provide a minimum trench cross-section of 6 X 6 in.Place the fabric against the side of the trench and align approximately 2 in.of fabric along the bottom in the upstream direction.Backfill the trench,then hand-tamp. 4.4.8.3. Fabric and Net Reinforcement Attachment.Attach the reinforcement to wooden posts with staples,or to steel posts with T-clips,in at least 4 places equally spaced unless otherwise shown on the plans.Sewn 714 i 506 vertical pockets may be used to attach reinforcement to end posts.Fasten the fabric to the top strand of reinforcement by hog rings or cord every 15 in.orless. 4.4.8.4. Fabric and Net Splices.Locate splices at a fence post with a minimum lap of 6 in.attached in at least 6 places equally spaced unless otherwise shown on the plans.Do not locate splices in concentrated flow areas. Requirements for installation of used temporary sediment-control fence include the following: ® fabric with minimal or no visible signs of biodegradation(weak fibers), ® fabric without excessive patching(more than 1 patch every 15 to 20 ft.), ® posts without bends,and ® backing without holes. 4.4.9. Biodegradable Erosion Control Logs.Install biodegradable erosion control logs near the downstream perimeter of a disturbed area to intercept sediment from sheet flow.Incorporate the biodegradable erosion control logs into the erosion measures used to control sediment in areas of higher flow.Install,align,and locate the biodegradable erosion control logs as specified below,as shown on the plans,or as directed. Secure biodegradable erosion control logs in a method adequate to prevent displacement as a result of normal rain events,prevent damage to the logs,and as approved,such that flow is not allowed under the logs.Temporarily removing and replacing biodegradable erosion logs as to facilitate daily work is allowed at the Contractor's expense. 4.4.10. Vertical Tracking. Perform vertical tracking on slopes to temporarily stabilize soil.Provide equipment with a track undercarriage capable of producing a linear soil impression measuring a minimum of 12 in.long x 2 to 4 in.wide x 1/2 to 2 in.deep.Do not exceed 12 in.between track impressions. Install continuous linear track impressions where the 12 in.length impressions are perpendicular to the slope.Vertical tracking is required on projects where soil disturbing activities have occurred unless otherwise approved. 4.5. Monitoring and Documentation.Monitor the control measures on a daily basis as long as there are BMPs in place and/or soil disturbing activities are evident to ensure compliance with the SWP3 and TPDES General Permit TXR150000. During time suspensions when work is not occurring or contract non-work days, daily inspections are not required unless a rain event has occurred.Monitoring will consist of,but is not limited to,observing,inspecting,and documenting site locations with control measures and discharge points to provide maintenance and inspection of controls as described in the SWP3. Keep written records of daily monitoring.Document in the daily monitoring report the control measure condition,the date of inspection, required corrective actions, responsible person for making the corrections,and the date corrective actions were completed. Maintain records of all monitoring reports at the project site or at an approved place. Provide copies within 7 days.Together,the CRPE and an Engineer's representative will complete the Construction Stage Gate Checklist on a periodic basis as directed. 5. MEASUREMENT 5.1. Rock Filter Dams.Installation or removal of rock filter dams will be measured by the foot or by the cubic yard.The measured volume will include sandbags,when used. 5.1.1. Linear Measurement.When rock filter dams are measured by the foot,measurement will be along the centerline of the top of the dam. 5.1.2. Volume Measurement.When rock filter dams are measured by the cubic yard,measurement will be based on the volume of rock computed by the method of average end areas. 5.1.2.1. Installation. Measurement will be made in final position. 5.1.2.2. Removal.Measurement will be made at the point of removal. 715 506 5.2. Temporary Pipe Slope Drains.Temporary pipe slope drains will be measured by the foot. 5.3. Temporary Paved Flumes.Temporary paved flumes will be measured by the square yard ofsurface area. The measured area will include the energy dissipater at the flume outlet. 5.4. Construction Exits.Construction exits will be measured by the square yard of surface area. 5.5. Earthwork for Erosion and Sediment Control. 5.5.1. Equipment and Labor Measurement.Equipment and labor used will be measured by the actual number of hours the equipment is operated and the labor is engaged in thework. 5.5.2. Volume Measurement. 5.5.2.1. In Place. 5.5.2.1.1. Excavation.Excavation will be measured by the cubic yard in its original position and the volume computed by the method of average end areas. 5.5.2.1.2. Embankment.Embankment will be measured by the cubic yard in its final position by the method of average end areas.The volume of embankment will be determined between: ® the original ground surfaces or the surface upon that the embankment is to be constructed for the feature and • the lines,grades and slopes of the accepted embankment for the feature. 5.5.2.2. In Vehicles.Excavation and embankment quantities will be combined and paid for under"Earthwork (Erosion and Sediment Control, In Vehicle)."Excavation will be measured by the cubic yard in vehicles atthe point of removal.Embankment will be measured by the cubic yard in vehicles measured at the point of delivery.Shrinkage or swelling factors will not be considered in determining the calculated quantities. 5.6. Construction Perimeter Fence.Construction perimeter fence will be measured by the foot. 5.7. Sandbags for Erosion Control.Sandbags will be measured as each sandbag or by the foot along the top of sandbag berms or dams. 5.8. Temporary Sediment-Control Fence.Installation or removal of temporary sediment-control fence will be measured by the foot. 5.9. Biodegradable Erosion Control Logs.Installation or removal of biodegradable erosion control logs will be measured by the foot along the centerline of the top of the control logs. 5.10. Vertical Tracking.Vertical tracking will not be measured or paid for directly but is considered subsidiary to this Item. 6. PAYMENT The following will not be paid for directly but are subsidiary to pertinent Items: ® erosion-control measures for Contractor project-specific locations(PSLs)inside and outside the right of way(such as construction and haul roads,field offices,equipment and supply areas,plants,and material sources); ® removal of litter,unless a separate pay item is shown on the plans; ® repair to devices and features damaged by Contractor operations; ® added measures and maintenance needed due to negligence,carelessness,lack of maintenance,and failure to install permanent controls; 716 i 506 • removal and reinstallation of devices and features needed for the convenience of the Contractor; • finish grading and dressing upon removal of the device;and • minor adjustments including but not limited to plumbing posts,reattaching fabric, minor grading to maintain slopes on an erosion embankment feature,or moving small numbers of sandbags. Stabilization of disturbed areas will be paid for under pertinent Items except vertical tacking which is subsidiary. Furnishing and installing pipe for outfalls associated with sediment traps and ponds will not be paid for directly but is subsidiary to the excavation and embankment under this Item. 64—. RGGk Filter Dams.The work pegermed and materials fumished iR aGGOrdaRGe With this item andmeasuFed- as 61-1- installation.lRstallation will be paid f9F aG"R9Gk Filter Darns(Install)"of the type SpeGified.This PFiGe isfWl labor,mateF'als,tools,andiAddeptals fymishiRg and eparatiRg equipmeRt,proper disposal,labor,mateFials,tools,and 6�z? Removal. Remeval will be paid for as"RE)Gk Filter Dams(Remeve)."ThIS PFiGe IS fUll GeMpeRSRtiAR fAr be made at the 6IRit PriGO bid-fip-r"RA-A-k Plte.r Dams(Remeve)"-aAd-fA-.r"RA-r-,k Filter Dams(IRstall)"ef thatype 6-.2-. TemperaFy Pope Slope Drains.The work perfeFmed and mateFlals furnished iR aGG9rdaRGO With this Item Slope DraiRs"of the SlZ8 SPOGifled.This PFIGe is fiAll GE)MPORsatieR fGF fWfflighiRg materials,removal and disposal,furnishing and GPOFatiRg equipment,labor,tools,and'RG&Rtals. Removal ef temperary pipe slope drains will Ret be paid for&Ntly bUt*8 swbsidia�y to the'RSt@ll;;tiAA ItAM When the ERg!Reer direGtS that the pipe slepe drain installatiOR eF pertions thereof be replaGed,payF%Rt Will EarthweFl(required f9F the pipe slope draiR installatieR,iRG!ud'ng GEM&HGWA of the sediMeRt tFaP,will be measured and paid fer iR aGGE)rdaRGe with Item 4 32,"RipFap." 6,3, Temporary Payed Flumes.The werk peFfermed and materials f4nished in aGGE)rdaRGe With this item and measured as-pFevided WRder"Measurement"will be paid for at the unit priGe bid for"TeFnperary Paved P,imp. (IRstall)"or"TempeFary Paved Flume(Remove)."This PFiGG iS fUll Gempensation fqF furRishing and PIaGiRg When the Engineer diFeGtS that the paved ei Made at the WRit PFiGeS bid feF"Temporary Paved Flurne(Remove)"and"TempeFary Paved Flume(IRstall)." labor,to PAAAtCPAtrOl the 717 506 6:4 Ce—nstrun-fimn Exits.Ge-ntraGtOF FE?qUiFOd G9RStFHGtiGR exits from off Fight ef way leGations Gr eR right of way The work peFformed and materials furnished iR aGoerdan%with this item and measured as provided under e SPOGi#ied 9F I%Ihon the Engineer f6rontc that a rnnotn intinn ovit n ������ .,� ............. ..,,,,...,., ..... ,.., rr81418R-ti3e be Made at the WRIt PF'GeS bid fbr"(;E)HFtFUGtt()R EA(Remove)"and"G9RStFLIGtiGR Exit(Install)"ef the type CAlAl9tlP-'AtiE)n of sediMeRt tFaPS used iR GGRjIARGti()R With the GORStFL4Gti9R eXit Will be measwed and paid fer 6 edWent Gentrol, &44, initial EarthweFl(for Erosion and Sediment Centre!.The work pe4qrmed and materials furnished iR- With SpFiRkling and FGIliRg requiFed by this item will Ret be paid feF diFGGtly bUt Will be subsdary to this;Itsm Me-asures.The work peFfermed and materials fi-rpms;hpd W aGG9rdaRGG With thiS item and me.asured-as 6� D.UflntenanGe EaFthwork foF Erosion and Sedoment Gontrel for Cleaning and Restoring Control 'se{Fevided to then ng Femov eco ethenuioe shown gn the plane 6 SpFiR!(!'Rg and rolliRg Fequ.red by this item will Rat be paid fbF diredly but will be SWbSidiaFy tO thiS IteM. COnStFUGNOA PerimeteF Feme.The work peFformed and mateFials f4nished in aGGOFdaRGe with this item and measured as provided under"MeaswemeRt"will be paid f4 at the UH!t PFiG8 bid f()F"(;eRStFHGtlE)R w're,and fiaggiRg;reFRE)val and dispesal;and materials,equipmeRt,laber,teals,:;Ad inr,ap.A l 718 i i 506 6-.7-. Sandbags for E-sresion Control.Sandbags a paid fer at the WR4 PF!Ge bid fGF"SandbagS feF EFGI-;iA-.A GOH491"(E)f the height SpeGified Wh8H measurement is by the feet).This PF1Ge IS Ul GGMPE?R8atiAA fAr Remeval e#sa+adbags will Ret be paid fer dire6fly but is subsidiary to the installatien Item.When the &OGtS that the sandbag installation or peFtiens there9f be FeplaGed,payment will be made at t 6 644- II\^This Prise iof ll 6� Removal.Removal will be paid f9F as"TempeFary 99diMeRt COR401 FGRGe(ReMOVe)."ThiG PFiG8'S fi 111 69H;pePSatf9R f9 {RGideRtals, Biodegradable Erosion Control LG-9s.The worl�perfA-Fmad-;-;Ad-M-aterials furRishad iR aGGordapGe W4444i-' &44- ns(Install)'of the sive 692 Removal.Removal 41 be paid fer as"Biodegradable Emsien GeptFel Legs(Remove)."This pke.is full i nnis� 'materials, 640-. Tr Gking.Vel*al tFaGk'Rg will not be measured er paid fO�dmFGGtly bUt 16 GGRsidered s6ibsidiary to this item. Temporary erosion control acceptably completed will be paid for at the contract lump sum price bid for "TEMPORARY EROSION CONTROL,"which shall be full compensation for furnishing all materials, tools,equipment,labor,and incidentals necessary to complete the work. Periodic payments will be made under this item in proportion to the amount of work accomplished,as determined by the Engineer. Payment for"TEMPORARY EROSION CONTROL"will also include obtaining and compliance with the SWPPP, which shall include compensation for drainage-way inspections,report preparation,housekeeping practices, cleaning and maintenance,and other actions outlined in the SWPPP prepared by the Contractor necessary to execute the Plan. This item consists of all erosion control items not listed as a separate pay item in the Unit Price Schedule.Any fines issued to the Owner as a result of the Contractor's insufficient execution of the SWPPP will be assessed to the Contractor. Such deductions shall not be limited to the lump sum price of this item. Payment will be made under: Item TX-506-5.1 Temporary Erosion Control—per Lump Sum 719 APPENDIX GC-4.01 Availability of Lands-NONE GC-4.02 Subsurface and Physical Conditions—AVAILABLE UPON REQUEST GC-4.04 Underground Facilities-NONE GC-4.06 Hazardous Environmental Condition at Site-NONE GC-6.06.D Minority and Women Owned Business Enterprise Compliance-NONE GC-6.07 Wage Rates GC-6.09 Permits and Utilities -NONE GC-6.24 Nondiscrimination-NONE GR-01 60 00 Product Requirements-NONE CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised 7uk, I,2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 GC-4.02 u s fce and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised 7uIv I,2011 S i C-4.04 UndergroundFacilities INTENTIONALLYTHIS PAGE LEFT CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Tulp I,2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTHMeacham Frontage Fencing Improvements Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 GC-6.06.1) Minority and WomenOwned Business Enterprise Compliance INTENTIONALLYTHIS PAGE LEFT CITY OF FORT WOR`T'H Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No,02187 Revised Jul} I,2011 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July 1,2011 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised July (,20I I ® Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised JulN, 1,2011 GR-01 60 00 Producta irer a is THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meacham Frontage Fencing Improvements-Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02187 Revised Jtdp I,201 1 UI 3SVHd)S1N3W3AOHdWI ONION3d 3EJViNO`Jd WVHOV3W o a' J svx3i'aiaaNiaoa N o w 3IQ ; l9 w ibMdMV IVNOIIVNH91NI WVHOV3W e all h MoD 0 W ui co CO Oco _N M � O ® - N Cl) O�— WwI— W U� Q Q �� � zz >- LIo < 0� O O C) Q a 00 < Z g ® W Q L z U W a. 3 o z U O J W 'I��•� o UI 3SVHd)S1N RNz]AO JdWl `• SNION3d 3OV1NO2id WVH3V3W m n ca ®N N r tl oowoomo �.s-p 12fOdMVIVNOIlVNN31NI WVHJV31N y d o< Foy -•�� ������'s � � � � � ,a � g�� - � � i� ��_ =s F<I� � � ��� a 'I 5 55- U,` R 5 F < a F 3 6 6 > o y g p cotj 8 ; 12 2 c tj < c. o3:53S3 �5F a, _ �5R �c s. <k'o_. < o b � p,RR�RRLL2Ra�U ff,Cv,GC•<C� � U -� - �-�.. 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