HomeMy WebLinkAboutContract 55084-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Paving and Street Light Improvements to Serve
305 W Daggett Avenue
IPRC Record No. IPRC20-0120
City Project No. 102941
FID No. 30114-0200431-102941-E07685
File No. K-2796
Betsy Price David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
November 2020
Shield Engineering Group
TBPE Firm #F-11039 – TBPLS FIRM #10193890
CSC No. 55084-PM1
00 00 10- 1
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 1 of 5
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised September 1, 2015
SECTION 00 00 10 1
TABLE OF CONTENTS 2
DEVELOPER AWARDED PROJECTS 3
4
5
Division 00 - General Conditions 6
7
UTILITIES 8
00 11 13 Invitation to Bidders 9
00 21 13 Instructions to Bidders 10
00 41 00 Bid Form 11
00 42 43 Proposal Form Unit Price 12
00 43 13 Bid Bond 13
00 45 11 Bidders Prequalification’s 14
00 45 12 Prequalification Statement 15
00 45 13 Bidder Prequalification Application 16
00 45 26 Contractor Compliance with Workers' Compensation Law 17
00 45 40 Minority Business Enterprise Goal 18
00 52 43 Agreement 19
00 61 25 Certificate of Insurance (Use actual Acord Form) 20
00 62 13 Performance Bond 21
00 62 14 Payment Bond 22
00 62 19 Maintenance Bond 23
24
PAVING 25
00 11 13 Invitation to Bidders 26
00 21 13 Instructions to Bidders 27
00 41 00 Bid Form 28
00 42 43 Proposal Form Unit Price 29
00 43 13 Bid Bond 30
00 45 11 Bidders Prequalification’s 31
00 45 12 Prequalification Statement 32
00 45 13 Bidder Prequalification Application 33
00 45 26 Contractor Compliance with Workers' Compensation Law 34
00 45 40 Minority Business Enterprise Goal 35
00 52 43 Agreement 36
00 61 25 Certificate of Insurance (Use actual Acord Form) 37
00 62 13 Performance Bond 38
00 62 14 Payment Bond 39
00 62 19 Maintenance Bond 40
41
ELECTRICAL & STREETLIGHTS 42
00 11 13 Invitation to Bidders 43
00 21 13 Instructions to Bidders 44
00 41 00 Bid Form 45
00 42 43 Proposal Form Unit Price 46
00 43 13 Bid Bond 47
00 45 11 Bidders Prequalification’s 48
00 45 12 Prequalification Statement 49
00 00 10- 2
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 2 of 5
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised September 1, 2015
00 45 13 Bidder Prequalification Application 1
00 45 26 Contractor Compliance with Workers' Compensation Law 2
00 45 40 Minority Business Enterprise Goal 3
00 52 43 Agreement 4
00 61 25 Certificate of Insurance (Use actual Acord Form) 5
00 62 13 Performance Bond 6
00 62 14 Payment Bond 7
00 62 19 Maintenance Bond 8
9
10
00 72 00 General Conditions 11
00 73 00 Supplementary Conditions (Optional) 12
00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 13
14
15
16
17
Division 01 - General Requirements 18
01 11 00 Summary of Work 19
01 25 00 Substitution Procedures 20
01 31 19 Preconstruction Meeting 21
01 31 20 Project Meetings 22
01 32 16 Construction Progress Schedule 23
01 32 33 Preconstruction Video 24
01 33 00 Submittals 25
01 35 13 Special Project Procedures 26
01 45 23 Testing and Inspection Services 27
01 50 00 Temporary Facilities and Controls 28
01 55 26 Street Use Permit and Modifications to Traffic Control 29
01 57 13 Storm Water Pollution Prevention Plan 30
01 58 13 Temporary Project Signage 31
01 60 00 Product Requirements 32
01 66 00 Product Storage and Handling Requirements 33
01 70 00 Mobilization and Remobilization 34
01 71 23 Construction Staking 35
01 74 23 Cleaning 36
01 77 19 Closeout Requirements 37
01 78 23 Operation and Maintenance Data 38
01 78 39 Project Record Documents 39
40
41
42
43
Technical Specifications which have been modified by the Engineer specifically for this Project; 44
hard copies are included in the Project’s Contract Documents 45
46
None 47
48
Technical Specifications listed below are included for this Project by reference and can be 49
viewed/downloaded from the City’s Buzzsaw site at: 50
00 00 10- 3
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 3 of 5
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised September 1, 2015
1
htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20-2
%20Construction%20Documents/Specifications 3
4
Division 02 - Existing Conditions 5
02 41 13 Selective Site Demolition 6
02 41 14 Utility Removal/Abandonment 7
02 41 15 Paving Removal 8
9
Division 03 - Concrete 10
03 30 00 Cast-In-Place Concrete 11
03 34 13 Controlled Low Strength Material (CLSM) 12
03 34 16 Concrete Base Material for Trench Repair 13
03 80 00 Modifications to Existing Concrete Structures 14
15
Division 26 - Electrical 16
26 05 00 Common Work Results for Electrical 17
26 05 10 Demolition for Electrical Systems 18
26 05 33 Raceway and Boxes for Electrical Systems 19
26 05 43 Underground Ducts and Raceways for Electrical Systems 20
21
Division 31 - Earthwork 22
31 10 00 Site Clearing 23
31 23 16 Unclassified Excavation 24
31 23 23 Borrow 25
31 24 00 Embankments 26
31 25 00 Erosion and Sediment Control 27
31 36 00 Gabions 28
31 37 00 Riprap 29
30
Division 32 - Exterior Improvements 31
32 01 17 Permanent Asphalt Paving Repair 32
32 01 18 Temporary Asphalt Paving Repair 33
32 01 29 Concrete Paving Repair 34
32 11 23 Flexible Base Courses 35
32 11 29 Lime Treated Base Courses 36
32 11 33 Cement Treated Base Courses 37
32 12 16 Asphalt Paving 38
32 12 73 Asphalt Paving Crack Sealants 39
32 13 13 Concrete Paving 40
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 41
32 13 73 Concrete Paving Joint Sealants 42
32 14 16 Brick Unit Paving 43
32 16 13 Concrete Curb and Gutters and Valley Gutters 44
32 17 23 Pavement Markings 45
32 31 13 Chain Link Fences and Gates 46
32 31 26 Wire Fences and Gates 47
32 31 29 Wood Fences and Gates 48
32 32 13 Cast-in-Place Concrete Retaining Walls 49
32 91 19 Topsoil Placement and Finishing of Parkways 50
00 00 10- 4
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 4 of 5
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised September 1, 2015
32 92 13 Hydro-Mulching, Seeding, and Sodding 1
32 93 43 Trees and Shrubs 2
3
4
Division 33 - Utilities 5
33 01 30 Sewer and Manhole Testing 6
33 01 31 Closed Circuit Television (CCTV) Inspection 7
33 03 10 Bypass Pumping of Existing Sewer Systems 8
33 04 10 Joint Bonding and Electrical Isolation 9
33 04 11 Corrosion Control Test Stations 10
33 04 12 Magnesium Anode Cathodic Protection System 11
33 04 30 Temporary Water Services 12
33 04 40 Cleaning and Acceptance Testing of Water Mains 13
33 05 10 Utility Trench Excavation, Embedment, and Backfill 14
33 05 12 Water Line Lowering 15
33 05 13 Frame, Cover and Grade Rings 16
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 17
33 05 16 Concrete Water Vaults 18
33 05 17 Concrete Collars 19
33 05 20 Auger Boring 20
33 05 21 Tunnel Liner Plate 21
33 05 22 Steel Casing Pipe 22
33 05 23 Hand Tunneling 23
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 24
33 05 26 Utility Markers/Locators 25
33 05 30 Exploratory Excavation for Existing Utilities 26
33 11 10 Ductile Iron Pipe 27
33 11 11 Ductile Iron Fittings 28
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 29
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 30
33 11 14 Buried Steel Pipe and Fittings 31
33 11 15 Pre-stressed Concrete Cylinder Pipe 32
33 12 10 Water Services 1-inch to 2-inch 33
33 12 11 Large Water Meters 34
33 12 20 Resilient Seated Gate Valve 35
33 12 21 AWWA Rubber-Seated Butterfly Valves 36
33 12 25 Connection to Existing Water Mains 37
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 38
33 12 40 Dry-Barrel Fire Hydrants 39
33 12 50 Water Sample Stations 40
33 12 60 Blow-off Valves 41
33 31 12 Cured in Place Pipe (CIPP) 42
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 43
33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) 44
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 45
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 46
33 31 22 Sanitary Sewer Slip Lining 47
33 31 23 Sanitary Sewer Pipe Enlargement 48
33 31 50 Sanitary Sewer Service Connections and Service Line 49
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 50
00 00 10- 5
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 5 of 5
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised September 1, 2015
33 39 10 Cast-in-Place Concrete Manholes 1
33 39 20 Precast Concrete Manholes 2
33 39 30 Fiberglass Manholes 3
33 39 40 Wastewater Access Chamber (WAC) 4
33 39 60 Epoxy Liners for Sanitary Sewer Structures 5
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 6
33 41 11 HDPE Storm Sewer Pipe 7
33 46 00 Sub drainage 8
33 46 01 Slotted Storm Drains 9
33 46 02 Trench Drains 10
33 49 10 Cast-in-Place Manholes and Junction Boxes 11
33 49 20 Curb and Drop Inlets 12
33 49 40 Storm Drainage Headwalls and Wingwalls 13
14
Division 34 – Transportation 15
34 41 10 Traffic Signals 16
34 41 13 Removing Traffic Signals 17
34 41 20 Roadway Illumination Assemblies 18
34 41 30 Aluminum Signs 19
34 71 13 Traffic Control 20
21
Appendix 22
GC-4.01 Availability of Lands 23
GC-4.02 Subsurface and Physical Conditions 24
GC-4.04 Underground Facilities 25
GC-4.06 Hazardous Environmental Condition at Site 26
GC-6.06.D Minority and Women Owned Business Enterprise Compliance 27
GC-6.07 Wage Rates 28
GC-6.09 Permits and Utilities 29
GC-6.24 Nondiscrimination 30
GR-01 60 00 Product Requirements 31
32
END OF SECTION 33
14� J2 : �
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r��,w � ,�i '
SECTlON DO 42 43
Developer Awarded Pro}ects - PR�POSAL FORM
UNIT PRICE BID
Bidder's Application
Projcct Iicin [nforma4ion Biddar's Proposal
BidiiSE Ilcm SpeCifcdtion Cnii uf $id
Doscrip�ion �lnil Pnc�' E3id Valuc
��� Sect�on \�o_ A4casurc Quamtty
UN�T iV: PAVlNG lMPR�V�lUIENTS
7 0249.0100 Remove Sidewafk 02 4i 13 5F 197 $3.D0 $591.D0
9 0241.0300 ftemove A�A Ramp 02 41 13 EA 1 $250.OD $25d.00
67 0241.1300 Remave Conc Curb8�Guiter 02 41 15 LF 52 �10,00 $52Q.00
286 3137-Q101 Cvr�crete Ripra� 31 37 00 SY 1 g $25.Ofl $475.d�
33D 3211.0131 4" Flexible Base, Type A, GR-1 32 11 23 SY 239 $12.00 $2,868.00
381 3213.0901 6" Conc Pvmt 32 13 13 5Y 221 $213.00 $47,073.00
395 3213,0301 4" Conc Sidewalic 32 'I3 20 SF 897 $7.Oa $6,279.D0
409 3213.0506 8arrier Free Ramp, Type R-� Modified 32 13 20 EA 1 $2,000,00 �2,000.00
426 3296.0701 B" Conc Curb arrd Gutter 32 16 i3 LF 1$6 $i.00 $186.00
534 3281.0100 To soil 32 9'! 19 CY 1 $1d.0a $Z0.00
535 3292.0100 Biock Sod Placement 32 92 13 5Y 110 $45.D0 $1,650.D0
2521 9999A002 Silva Pavers SF 4&6 $18A0 $8,3$8 00
2521 9999.0003 Metal Sidewalk Cross Drain �A 1 $S,OOO.DO $5,fl00A0
TOTAL UNfT IV: PAVING IMPRpVEMENTS $75,290.00
c iry oF KoaT woarra
STANI7nRU Cp1`S7RUC7�iU� SpGt'IFI('ATiOU �OCliM�;.?5 � DF'.�'!'I.OPPA n�5'.1Rf7@I� �AUJECTS
Fnrm Vers�oa May 22, 20 i v UO 42 a3_('(�R_HiJ Pmpusa W_ UAY_Pa� fng
(i012a;
17n�- HItTI'RJP[14A1
i'age' oh:
SECTIDN 0� 42 43
�eveioper Awarded Projscis - PRpPQSAL FORM
UNIT PRICE BID
Bidder's Appl�cation
Projcci Item �nfonnatfon Biddcrs Pro�osal
Bidiisl hcm Dcscri tiDn Spcdficaiion L'ait of Bid
N�- P Seciion :\o. M��asurc Quanti�y ���it f'r�cc Sid Valuc
Tntal Construclion
This Bid is submitied by the entih nanied belnw:
B E D�ER:
\r3rfh �fe�as Cvntraelir3�. laic-
9499 hpllcr Flaxlet Ruud
1ie11er. Tr�ar 762{X
Contractor agrees to camplete �i'ORIC for FI!YAL ACCEPTANCE Hithin
CON7RACT commences to run aa pro�ided in the Genera3 Conditioos.
EN� OF SEC7'fQ1`
$ti': Zac€i f u.rilr:
�_ �iFu� e��r>
iITLE: � h C � � �"x0 E�G
o..rF: z:za:aazi
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Working da}�s after thc date when Ihe
CI71` OF FOR"I RUHTH
S7ANbA{iD CONSTRL�CTION SPI>C'1R('ATIUN i70CLlMf:h'7$ � bFtF'LRP�R A'�'.4RDLD PRO]IiCTS
Fonn Version p1ay 22, 20 7 v UU �i2 43 CCR_Aid PrnpusnlU_�:1P Pa�in�
00451i-I
BIDUERS PREQUALIFICATfONS
Pagc 1 of 3
� SECTION ao as r�
2 BIDDERS PREQUALIFICAT�ONS
4 l. Sumr�ary. AlI eontractors are reguired to be prequalified by the City prior to submitting
5 bids. To be eiig�ble to bid the contractor must submit Section 00 45 12, Preqt�alification
6 Siatement for the work type(s) listed with the�r Bid. Any contractor or subcontractor who is
7 not prequalified for the work type{s) listed must submit Section 00 45 23, Bidder
8 Prequalification Application in accordance with the requirements befow.
9
]0 The prequalificatian process wi11 establish a bid Iimit based on a technicaI eva�uation and
1 I financial analysis of the contractor. The information must be submitted seven {7) days prior
12 ta the date of the ope�ting of bids. For exarnple, a contractor wishing to submit bids on
] 3 prajects to be opened on the 7th of April must file the inforn-�ation by the 31 st day of March
I4 in order to bid an these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application, the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 { 1) Classified Baiance Sheet
18 (2} Incame Statemeni
1R (3) 5tatement of Cash Flows
ZO (4} Statement of Retained Earnings
2[ (5) Notes ta the Financial Statements, if any
22 h. A certified copy of the firm's organizational documents (Carporate Charter, Articles
23 of tncorporation, Articles of Organization, Certificate of Formation, LLC
24 l�egulatioa�s, Certi�cate of Limited Partnership Agreenient).
25 c. A completed Bidder Prequa�ifcation Application.
26 (1) The firm's Texas Taxpayer identification Number as issued by the Texas
27 ComptroIler af Public Accounts. To obtain a Texas Taxpayer ldentification
2$ number visit the Texas Comptroller of Public Aecounts anlii�e at the
29 follawing web address www.windaw.state.tx.us/taxpermitl and fili out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 {3) The �rm's DLJNS number as issued by Dun & Bradstreet. This number
33 is used by the City far required reporting on Federal Aid projects. The D[JNS
34 number may be obtained at www.dnb.cam.
35 d. Resumes reflecting the canstruction experience of the principtes of the firrr� for firms
36 submitting their initial prcqualification. These resumes should include the size and
37 scope of the work performed.
3$ e. Other informafian as reques#ed by the City.
39
40 2. Preguali�cation Requirements
41 a. Finnncial StatemeJzts. Financial statement submission must be provided in
42 accordance with the following:
43 (]} T�e City reyuires t�at the origina] Financia] Statement or a ceriified copy
44 he submttted for consideration.
CITY OF FORT WORT}{ 305 W DAGGETT AVET`'UE
STANI3ARD CONSTRUCT[ON SPECIFlCAT10N D4CUMENTS ]02941
Revised April 2, 2014
aoasii-z
B1DDL•KS PREQLIALIF[CATlONS
Page 2 of 3
i {2) Ta be satisf'actory, ihe ��tancial staten�ents r��ust be audited or reviewed
2 by an indepeudent, certifed public a�caunting firrn registered and in
3 goad standing in any state. Current Texas statues a2so rec�uire ihat
4 accounting firms performing audits or reviews on business entities within
5 the State af Texas be properly licensed or registered ��ith the Texas State
6 Board of Public Accountancy.
7 (3) The accoi�nting firnl should state in the audit report or review whether
8 the contracior is an individual, corporation, or 2imited liability company.
9 (4} Financial Statements must be ��resented in U.S. dollars at the current rate
] 0 af exchange of the Balance Sheet date.
! 1 {5) The City will not recognize any certified �ublic accountant as
12 independent who is not, in fact, independenE.
13 (6) The accountant's opinion on the financia] statements of the contracting
! 4 compai�y should state that the audit or review has been canducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accountang firm's opinion.
E7 It should: (1) express an unqualified opinion, or (2) express a qualified
1 S opinion on fhe statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 {8} The financial statement must be prepared as of the ]ast day of any month,
2] nat more than one year oId and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1.
23 (9} The City wil] determine a contractor's bidding capacity for tl�e purposes
24 of awarding contracts. Biddin� capacity is detemiined by multipiying the
25 ppsitive net working capital (workEng capita] = current assets - current
26 liabilities) by a factor of I0. Onty those statements reflecting a positive
27 net working capital position wili be considered satisfactory for
28 prequalifcation purposes.
29 (10) In the case that a bidding date falls wi#hin the time a new financial
30 statement is being prepared, the previous siatement shall be updated with
31 proper verification.
32 b. Bidder Pr�eqzrali�catior: ttpplicatiota. A Bidder Prequalification Application must be
33 submitted alang with audzted or reviewed financial statements by firms wishing to be
34 eligible to bid on a11 classes of construction and maintenance projects. incomplete
35 Applications will be rejected.
36 ( l) In those schedu�es where there is nothing to report, the notation of
37 "None" or "N/A" should be inserted.
38 (2} A minimum of five (5} references of related work must be provided.
39 (3) Sub�nission of an equipment schedule which indicates equipment u«aer
40 the controi of the Cantractar and which is related to the type af work for
41 which the Contactor is seeking prequatification. The sched�zle must
42 in�lude the manufacturer, model and general canunon description of
43 each piece of equipment. Abbreviations or means ofdescribing
44 equipn�ent other than provided above will �Zot be accepted.
45
46 3. Eligibility ta Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 �ozitractor to demonstrate acceptable fir�ancial ability pr performance.
SO c. The City will issue a letter as to the status of the prequalification approval.
C1TY OF FORT W'QRTH 305 W DAGGETT AVENLIE
S"fANDARD CONSTRUC�ION SPECIFICAiION DOCUMENT'S 102941
Revised Apnl 2, 2014
00 45 1 � - 3
BIDDERS PREQUAl�IFiC'ATIdN5
Pagc 3 of 3
1 d. If a coniractor has a valid prequa�ification ]etter, the contractar will be eligrble to bid
2 tlfe prec�ualifed work types until the expiration date staied in the letter.
3
4
6
8 END OF SECTION
Ci7'Y OF �ORT WORTI I 305 W RAGGETT AVEAIIE
S'TANDARD CONSTRUCTiON SPECIFiC'AT�ON DOCUNIEN�S I(?2441
Revised April2, 2D14
ooas iz
llAl' PREQ1.1qI.1F1CAT10N STATF.n4E;�T
Pagc 1 of I
SECTION U4 45 12
DAP - PREQUALfF[CATION STATEMENT
Each Bidder is required to complete The information below by identifying the prequalified contractors
and/or subcontractors whom they inEend to utrlize for the �najor �vork type{s) ]isted. In the "Major Work
T e" box ravide the com lete ma'or work e and actual descrE tion as rovided b the Water
De artment for water and sewer and TPW for avin .
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Concrete Paving Construction North Texas Cantracting, Inc. N/A
{> 15000 square yards)
The undersigned hereby certifies that ti�e contractors and/or subcontractors �escribed in the table above
are currently preq�zalified for the work types Iisted.
BiDDER:
Company Name:
North Texas Contracting, Inc.
Address:
4999 Kel�er Haslet Road
Keiler, iexas 76248
BY. �D�TY( ��'L4� �o�TRR� :� �ir4 (�4 � �/�Llj ! �`JIt �.1YF"
�
�
(Signature)
TITLE: � r �g `�R� s �n � �1 �
DATE: 3 � � 3- �a�!
END OF SECTION
CITy OF FORT WORTH
5TANOARD CpNSTRUCTION PR[qUALIFICATIDN STpTEMENT— DEVeLOPER AWAROER PROJECTS 0045 12_Prequalificatfon5tatement 2015 DAP
Form Versian September 1, ZO15
00 45 26 - I
CONTRACTOR COIvIPL1A�CE WITH 1�'QRKER'S COMPE�'SATfON LAW
Page I n1 I
SECTION DO 45 25
CONTRACTOR COMPLIANCE V��ITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its empfpyees empIoyed on City
Pro}ect No. 102941 Contractor fu�ther certifies that, pursuant to Texas Labor Code, Section
406.096{b), as amended, ii will provide to City its subcontractor's certificates of compliance with
worker's compensation caverage.
CONTRACTOR:
�oa�� T�r.A� lPo,.>-r�kc�tsat., �� c. By: �AuF ��Sr4,�� ._�
Company {Please Print)
E�. 1�( s �� Signature:
Address
�; lAio�Yk l�. ��lrt`{ Title: v ��_ �u.Fs�p�.�%C
City/StatelZip {Please Print}
TH� STA'T-E OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, on this day personally appeared
-�-��h' r���-��- , known to me to be the person ���hose name is
subscribed to the foregoin instrument, and ac owledged to me that he/she executed the same as
the act and deed of �o�2rri TE.�.95 �rR'¢ur*>� I►�G for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN t_TNI)ER MY HAND AND SEAL OF OFFICE this �.� day of
M�.�i . 20 U.
CARSON ClAY COWER
�,�pgYPUB� �pTAFtY PUBLIG
* � � STATE 0� TEXAS
�l9'�oF�`.� MY GOMM, FJCP. 02-45-2D24
NOi'ARY IE} i305275$-2
�
Notary Pu lic in and for the State of Texas
END OF SECTION
CITY OF �ORT WORTN 305 GV DAGGETT AVE1�'UE
STANDARD COTdSTRUCTION SPEC�FfCAT](3N DOCUMENTS ]02941
Re�ised Apnl 2, 2014
00 52 43 - I
Developer Awarded Frojeci Agreement
Page k oC4
sECT�oN ao s2 a3
2 AGREEMENT
3 THIS AGREEMENT, autharized on I�c�r� r, '� -'4� f is made by and between the Developer,
4 Stephen Mears-Missian St, LLC, authorized ta do business in Texas {"Developer") , and North
5 Texas Contracting, fnc., aut�orized to da business in Texas, acting by and throt�gh its duly
6 authorized representative, {"Contractor").
7 Ueveloper and Contractor, in consideration of the rnutual cavenants hereinafter set forth, agree as
8 fallows:
9 Article l. WORK
]0
11
12
13
14
15
l6
]7
18
19
20
Contractor shall complete all Work as specified or indicated in the Contracc Documents for the
Project identified herein.
Artic�e 2. PROJECT
TYte project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follaws:
305 W Daggett Avenue
Cit,�l Project Number: l 02941
Article 3. CONTRACT TIME
3.I Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stat�d in the Contract
Documents are of the essence to this Cantract.
21 32 �ina] Acceptance.
22 The Work will be co�nplete for Final Acceptance within 25 workir�g days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26
27
28
29
30
31
32
33
34
35
36
Contractor recognizes that ti�ne is of the essence of this Agreement and that Developer
will suffer financial loss if the Work is not completed within the times specrfied in
Paragraph 32 above, plus any extension thereof allawed in accordance with Article l 0 of
the Standard City Conditions of the Construction Contract for Developer Awarded
Projects. The Contractor alsa recognizes the delays, expense and difficulties involved in
proving in a legal proceeding the actual iass suffered by the Developet if the Work is not
co3nprteted on time. Accordingly, instead af requiring any such proof , Cantractor agrees
that as liquidated damages for delay (but not as a penalty), Contractor shall pay
Developer Six_Hundred Fiitv Dollars 650.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Fsnal Letter af
Acceptance.
CETY O!�' FORT WORTH 305 W DAGGGTT AVENUE
STANDARL� CONSTIiUCTfON SPFC[i�'[CATION BOCUMENTS—��VELOPER AWARDED PR03ECT5 102941
Revised June 16, 2U16
oasza;-z
Deveioper Au�arded Project Agreemenl
Pa�e 2 of 4
37 Artirle 4. CONTRACT PRICE
38 Develaper agrees to �ay Cantractor for perfonnance of the Work in accordance with the Caniract
39 Docu�nents ar� amount in current funds of SEVENTY-.FIVE THOUSAND two HUNDRED
40 ninety �OLLARS AND ZERO CENTS ($75,29{].00}.
41 Article 5. CONTRACT DOCUMENTS
42 S.1 CONTENTS:
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73
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A. The Contract Documents which camprise the entire agreement between Deve�oper and
Contractor concerning the Work consist of the following:
] . This Agreement.
2. Attachments to this Agre�ment:
a. Bid Fonn (As provided by Developer}
] } Proposal Fozm (DAP Versian)
2) Prequalifcation State�nent
3) State and Federa3 doc�ments (project specifrc)
b. [nsurance ACORD Form(s}
c. Aaynient Sond (DAP Version)
d. Perfonnance Bond {DAP Version)
e. Maintenance Bon� (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitrnent Fonn (lf required)
3. Standard City Genera] Conditions af the Construction Contract for Develaper
Awarded Prajects.
4. Suppletnentary Conditions.
5. Specifcations sp�ci�cally made a part of the Contract Docurraents by attachment
or, if not attached, as incorporated by referene� and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Adde�da.
$. Dacumentation submitted by Contractqr prior to Notice of Award.
9. The following which may be delivered ar issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
C17Y OF FORT WORTFt 305 W 3�AGGE7'i' AVkNU�
5TANDARb C'ONSTRLJCT[()IV SPECIFICATfpN DOCLIM�:N`f5 — DEVELpPER AWARDEU PRb1ECTS ]0294]
Revised .lune 16, 2016
UO 52 43 - .i
Develuper Awarded Project A�reement
Page 3 01'4
75 Article G. 1NDEMNIFICATiON
76
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sa
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$2
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6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its of�cers, servants and employees, from and against any and all
claims arisirtg aut of, or a�leged to arise out af, the work and services to �e perfarmed
by the contrartor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This ir�demni�cation rovision is s eci�call inter�ded to a erate
and be effective even if it is alle ed or roven that alI or 5ome af the dama es bein
sou ht were caused in w�hole or in art b� an act omission or ne Ii ence of the ci .
This indemnity provision is inte�ded to include, without limitation, indemnity for
cosfs, expenses and IegaI fees incurred by the cify i� defending against such claims and
causes af act�ons.
6.2 Cor�tractor cor�enants and agrees to Rndemnify and hold hartt�less, at its own expense,
the city, its officers, servants and employees, from and against any and a!l loss, damage
or destr�ction of property of the city, arising out of, or alleged to arise out of, the wark
and ser��ices to be performed by the contractor, its officers, agents, employees,
subcontractors, ticensees or invitees under this contract. This inclemnitieation
rovisian is s eci�call�� intended to o erate and be effective even if it is alle ed or
roven that all or some of the dama es bein sou ht were caused in whole or in art
b� an � act omission ar ne li ence af the ci .
Article 7. MISCELC,ANEOU5
97 7.1 Terms.
98 Ternls used in this Agreement are defined in Articte I of the Standard City Conditians of
94 t�e Construction Contract for Developer Awarded Projects.
3 00 7.2 Assignment of Contract.
] O1 This Agreement, including all of the Contract Documents may not be assigned by tl�e
� 02 Contractor without the advanced express writte�� consent af the Developer.
103 7.3 Successors and Assigns.
l04 Developer and Contractor each binds itself, its partners, successors, assigns and legal
]05 representatives to the ather party hereto, in respect to al] covenants, a�reements and
�06 obligations contained in the Contract Documents.
147 7.4 Severability.
[ OS Any provision or part of the Contract Documents held to be unconstitutional, void or
109 unenforceable by a court of competent jurisdictian shall be deemed stricken, and all
110 remaining provisions shal[ continue to be valid and binding upon DEVELOPER and
I 1 � CONTRACTOR.
1 12 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 6e Tarrant County, Texas, or the United States DisMct Caurt for the
� 15 Northen� District of Texas, Fort Worth Division.
C1TY OF FORi' WQRT3i ;US �' DAC�GETT AVENUE
STANDARD CONSTRUCTIQN SPECIFICATION DOCUNIEI�TS — DEVELOPER AV4'ARDEU PRQJEC'T5 102941
Revised June 36, 2016
Mission Street LLc
3-23-2021
Owner
Bond Nn. SU 1172 ] 28
]
2
3
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7
$
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17
UI) 62 I 3- I
PF_RFORMANCE 13t�ND
1'a�e 1 0l'3
s�cTro�v o0 62 �3
PERFORMANCE B4ND ��� �+ � 2���
TH� STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT �
That we, North Texas Contracting, Inc. , known as
`Principal'' herein and �rch Insurance Com an , a corporate
surety(sureties, if more than one} d�ily authorized to do business in the State of Texas, icnown as
`Surety" herein (whether one or more}, are held ar�d frmly bound unto Ehe Step�en Mears-
Missian St, LLC, auiharized to do i�usiness in Texas ("Developer'') and the City of Fort Wor�h, a
Texas municipa� carporation ("Ciiy"), in t�e penal sum of, SEV�NTY-FIVE THOUSAND
TWQ HUNDRED NINETY 1]QLLARS AND ZERO CENTS ($75,290.Up), lawfu� money of
the United States, to be paid in Fort Wo�th, Tarrant County, Texas far the payrnent of which sum
well and truly to �e madejoint�y ur�to the Deveioper and the City as dual abli�ees, we bind
ourse[ves, our heirs. executors, adrninistrators, successors and assi�;ns, jointly and severally,
firmly by these presents.
IS WHEREAS, Developer and City have entered into an Agreement far tl�e constr�ctiori of
19 enm�nunity facilities in the City af Fort Warth by ancf through a Community Faci�ities
20 Agreement, G�'A Number 2420-0 ] 35; and
2I WHEREAS, the Principa2 has entered into a certain written cantract with the Developer awarded
22 the �3 day of �� , 2a?1 , which Contract is EZereby refen-ed to and Enade a
23 part hereof for alE p�rposes as if fiilly set fo�th hereirt, ta ftirnish all materials, equipment labor
24 and other accessories def ned by �aw, in t11e proseci�tion of tlie Work, including any C�ange
2S Orders, as provided for in said Cantract c�esigraated as 305 1�J Daggett Avenue.
26 NOW, THERE�'4RE, the condition of this ab[igation is s�ch that if the said Principal
27 shall faithfully perform it obligations urtder the Cantract ar�d shall in all respects c�u[y and
28 faithfully perform the Work, inc]«ding Cha��ge Orc€ers, unc�er the Contract, accarding to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
30 extension of the Contract that may be �ranted on the part of the Developer ancUor City, then this
31 obligation shall be and become n�l� and void, otherwise to remain in full force and effect.
CITY UP FURT WORI'H 305 W' llAGG�=7"f AVL-;NLJ�
S7"ANDARD � I"CY CQNDI7'IOIVS — D£V�.LQPER A WARU�D I'I201I:CTS 102941
Revised January 3 i, ?012
0062 13-2
i'L-Rh'ORIVFANCE 130Nll
€'age 2 of�2
� PROVIDED FURTHER, that ifanv lega] action be fled on this Bond, venzie shall lie i��
Z Tarrant Count�-, Texas or the United States District Co��rt for the Northern Districi o#�Texas, Fort
3 Worth Division.
4
S
6
7
S
9
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This band is made and eaecuted in compliance �vitlt tl�e pravisions of C17apter 2253 of the
Texas Government Code, as amended, and al] liabi�ities on this bond shall be deterrnined in
accordance with the pro�isiorss of said statue.
IN WiTNESS WHEREOF, tf�e Principal and the Surety� have SIGNED and SEAE.ED
this instrument by du(y a�thorized agents and officers on thfs the �� day of
M��, . 2a � t .
PRINCIPAL:
North Texas Contractin , Inc.
ATTEST:
���
(Principaf) Secretary
�
Witness as ta Principa]
itness as to Surery
BY:
Signati�re
Zach Fusi�ier Vice Fresident
l�ame and Titie
Address: 4999 Keiler Has�et kd.
�Cel�er, TX 7624$
SEJRETY:
Arch Insurance Company
I3Y. i�.4c� �'`s�
Signature
Robbi Marales Attorne -in-fact
Name and Titfe
Address: �005 L8J Freewav, Suite 1500
Da[las TX 75244 �
Te[ephone Nuroiber: 214i989-OQ00
*Note: If signed by an officer of the Surety Company, there must be on file a ceriified extra�t
frorrr the by-laws showing that this person nas authority to sign such obligation. Ef
Surety's physical address is different from its �nailing address, both must be provided.
The date of the hond shal I nai be prior to the date the Contract is awarded.
CI7'Y 01= FOItI' V1�0�2"iH 3U5 W f)AG(�l "1T AVENU[=
S'1"ANUAILL) Ct"1'Y CC)NIJI'i'1pN5 — L�LVI_1.UI'L{R AWA[if]F,1.) PKOJEC"1'S 1U2941
itevised Januar� 31. 2012
8ond No. SUl 172128
on�? ia- }
PAYMElV7 8()l�'D
Yage I of 2
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THE STATE OF TEXAS
COUNTY OF 7'ARRANT
SECTION 00 62 l4
PAYMENT BONll
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, North Texas Contractin� fnc. , know�t as
"Principal" herein, and , a
corporate surety ( ar sureties if more than one}, duly authorized to d� business in the State of
Texas, knawn as "Surety'" herein (whether one or more), are heid and firm[y bo��nd �fnto the
De�eloper, Stephen Mears-Mission St, LLC, authorized to do bus�ness in '�'exas "(Developer"'),
and the City of Fort Worth, a'Texas municipal corporation ("City"), in the penal sum of.
SEVENTY-FNE THOUSAND TWO HUNDRED NINETY DOLLARS AND ZERO
CENTS ($75,290.00), lawful mor�ey of the United States, to be paid in Fort Warth. Tarrant
County, Texas; for the paymertt of which sum we[i and tr�ily be inade jointly unto tl�e Deve[o�er
and the City as dual o�ligees, we bind a�rse[ves, our heirs, executors, administrators, successors
ar�d assi�ns, joinily and several�y, �irinly by these �resents:
!8 WHEREAS, Developer and City have entered into a�z AgreeFnent for the construction of
i9 community facilities in the City of Fort Vv'orth, by and thraugh a Community Faci3ities
20 Agreemeni, CFA Number 2020-0135; and
21 WHEREAS, Priticipal has entered into a certain written CqntracT with DeveEoper,
22 awarc�ed the o� � day of i�'l rsr�, , 20 a l , which Contract is here�y
23 referred to and made a�art hereof for a]] purposes as if fulty set forth herein, io fi�rnish all
24 ��€aterials, equipment, labnr and ather aecessories as defned by law, ir� the prosecution pf the
25 Wor[c as provided for in said Contract and designated as 305 W Daggett Avenue.
26 NOW, THEREFORE, 7�HE C4NDIT]ON OF 7'H1S 08LIGATION is such that if
27 Principa[ shall pay all monies o��ling to any (a.nd a[�} payme�zt bond beneficiaiy (as de�ned in
28 Cflapter 2253 af the Texas Gover�,ment Code, as amended) in the prosecution of the Work uncEer
29 the Coniract, then ihis obligation shall be and become nul� and void; otherwise to remain in fuE�
3� force and effect.
CI'I"Y DF FOR'� IA�ORTl3 3U5 11' llAGG�T']' AV�NUL
S"TANi�ARD CfTY CON[�[T[ONS — DF;VEL()AER AWARDEi} PRO.IEC't'S 10�941
Re�isedJanuary 31, 2012
ooez ia-�
YA1'MEN'i' BO:v'D
Page 2 of 2
1 This bond is inac�e and executed in compliance with the pr•ovisions ofChapter 2253 ofthe
2 Texas Government Code, as ame�ded, and alI liabilities on this bond sha!] be determined i«
3 accordance with the provisions of said statute.
4 IN WITNESS WHERE4F, the Principal and Surety have eacl� SIGN�D and SEAl.ED
5 this instrument by duly authorized agents and afficers on this the ox 3 day of
b �vrr.�, , 20 �l .
7
ATTEST:
���
(Frincipal) 5ecre ry
Witr� s as to �rincipa�
AT'�'EST:
� " t
(Surety) Secretary
W tness as to Surety
8
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PRINCIPAL:
North Texas Contractin , Inc.
$Y: `�/
Signature
Zach Fusi�ier, Vice President
Narne ancf �'itle
Address: 4999 �Cel ler I-ias�et Rd.
Keljer. TX 76245
SURETY:
Arch Insurance Com
B Y � e �,c ' �l ��-Lc�__._�
Sigrsature
Robbi Mora[es, Attorney-in-fact
Name and T�tle
Address: 5005 LBJ F'seeway, 5u'ste 1�QO
Dallas, TX 75244
Telephone Nurnber: 2 [ 4/989-0040
Note: If signed by an officer of the Surety, there must be on file a certif�ed extract from the
by[aws sho�ving that this person has authority ta sign such ob�igation, �f Surety's physical
address is different from its mailing address, both must be provided.
'Fhe date ofthe bond shall not be prior ta the date the Contraci is awarded.
I4
END OF SECTION
CITY OF �OR'T WORTH 305 W DAUGP�T AVENUL"
S'1'ANDARD CITY CONDI"�IONS — f.�L-Vtt.OPER AWAR[3FD PKOJE;CTS �pz9q�
Re��ised January 31, 201?
Bond \o. SUI 17212$
006214-I
MAINTF.NANCE BOND
Paee I nf 3
s�crroN oa �2 �9
MAIN7�ENANCE BOND
THE STATE OF T�XAS �
§ KNOW ALL BY THESE PRESENTS:
COUN'I'Y �F TARRANT §
That we North Texas Contractin �, fnc. , known as
"Principa]'" herein and Arc� [nsurance Com an , a carpprate surety
(s�treties, if rnore than orte) duly authorized to da business in the State of Texas, known as
"S« rety" herein (whetl3er one or more), are hetd and firrr��y bound unto the Developer, Stephen
Mears-Mission St, 1,LC, autharized to do business in Texas {"Developer"} and the City of Fort
Worth, a Texas municipal corporation ("City"), �n the surn of SEVENTY-FIVE THOC�SAND
TWO HUNDRED NINETY D4LLARS AND ZERO CENTS ($75,290.�0)), lawfu� money of
the United Stat�s, to be paid in �ort Worth, "l'arrant County, i'exas, for payrt�eRt of wfiich sum
wel[ and truly be made jointly unto the Developer and the City as d�af obli�ees and their
successors, �ve bind ourselves. our heirs, executors, ad�ninistrators, successors and assigr►s, jointly
ar�d severally, firml�� by these presents.
WHEREAS, Deve[oper and Ciry �zave entered into an Agreement for the construction of
catr�munity faci�ities in the City of Fort Worth by and througli a Commur��ty Faci�ities
Agreement, CFA Number 2Q20-Ol 35; and
WHEREAS, the Principa] has entered in#o a certain written contract with the Developer
awacded the �3 day of M U2 � ..._ , 20 �1 ,���hich Contract i s
hereby referre� to and a made part hereaf for afl p�3rposes as if fully set forth herein, to fumish all
materials, equipment labor and other accessories as defirted by law, in the prasecution of the
Work, includin� any Work resulting from a duly authorized Change Order (col[ectively herein,
the "Woric"') as pravided for in said Contract and designated as 345 W Dag�ett Avenue; and
WH�REAS, Principat binds itse�f to use sud� materia�s and to so construct Ehe Work in
accordance with the p�ans, specifications and Contract Doc��nents that t�te Wark is and �vill
rerr�ain free from defects in materia[s or workmanship for and during the period of two (2) years
after t�e date of �'ina� Acceptance of the Work by the City ("Maintenance Period"); and
CITY OF 1'OR 1 WORTI{ 305 �1' DAGGE�["f� AVI;NUF,
S'fANllARD CITY CONDI I10%Iti — I]FVE�.UPF=k AWARDEiJ 1'Rn.IECTS 102941
Reti�fsed January 3l, 2412
oubz ty-z
M�111�'`fLNANCF: SONI]
Page ? of �
WHEREAS. Principal binds itself tt� repair or reconstruct the Work in �vhole or in part
upon receiving notice from the Developer ar�d/or City of the need thereof at any time within the
Maintenance Period.
NOW THER�FORE, the conditian of this obligation is such t�at if Principal shall
remedy any defective Worfc. for which timely notice was �rovided by De��eloper or City, to a
completion satisfactary to the City, tflen this ob[igation s��all become nufi a�d void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, �f Prir�cipal st�all fait so to repair or reconstruci any timely
notice� detective Work, it is agreed that the Developer or City rnay cause any and a�� such
defective Wark to be repaired and/or reconstructed �vith all associated costs thereof being borne
by the Principal and the 5urety «nder this Maintenance E�ond; ancf
PRQViDED FURTHER, that if any legal action be �iled on this 8ond, venue shall lie ir�
Tarrant Co�nty, Texas or tl�e United States District Court for the Northern District of Texas, Fort
Warth Division; and
PROVIDED FURTHER, that this obligation sha�] be continuous in nature and
successive recoveries may be had f�ereon for successive breaches.
crrY� or� roRr warrrx 3os w r�,ac,c;�rr av�r�tJ�:
STANf7ARd CCiY CO�iDI'I i(�NS — DEV�,1,OYf.:R A1�'ARDED PROJLC"fS 102941
Rc�-ised Januan- 3 �, 2012
OU5219-3
MAIN"CENANCE LiOND
Page3of3
IN WITNESS WHEREOF, the Principal and the Sur�ry have each SIGNED and SEALED this
instrument 6y du]} aut�3orized agents and ofticers on this tkle � 3 day of ���►
.Zoaf.
ATTEST:
�
Principa]) cretary
� �
WiTness as to Principal
ATTEST:
-�=���---�--
{5urety Secretary ^ �
tn ss as to Surety
PRINCIPAL:
North Texas Contracting, Inc.
�3Y:
Signature
7ac� Fusilier, Vice Presider�t
Narne and Title
Address: 4999 Keller Haslet Rcl.
Keiler. TX 76248 _
SUR.ETY:
Arch ]nsurance Compa�__ __
BY��,� i � 6�'�2-� d
Signature
Robbi Morales, AtEorney-in-fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, �X 75244
Telephone Number: 214,`989-0000
�`Note: [f signed by an oificer of the Surety Campany, Ehere must be on f[e a certified extract
from the by-iaws showing that this person has autl�ority to sign such ob�igation, if
Surety's �hysical address is di#f'erent from its rr�ailing address, boih must be provided.
The date of the bonc� shali nat be prior to the date the Contract is awarded.
C'l'Il' (}I EOKi 1kUR'I�1[ 3D5 1i' [�AGGE'f"i�AVEiVUE
STANDARI7CITY COND[T�ONS —L3FVELOPi R AV✓ARDEI� PROJECTS Iq2941
Re��ised January 31, 2012
AIC 0000329297
77�u� Power of �{ftnrl�ef� li�uils ll�e acts nf ilrose iiumed laererrl, mtd tlre�• lruve no nutltorit}• ry brlid t{te C�frry�un�� excepl l�1 llre �v�unner ui�d �n flre exle�et lrerei�a stalerl.
Not ��alr�lfnr rti`ate, Lnart, Letter of Credit, Currency Rale, lirleres7 Rate vr Reside7rtra! Vulue Guarantees.
PO�b'EEt OF ATTOR'�1:!
iinon A�l Persons I3� Thesc Presents:
That the Arch lnsurance Cornpany_ a corpora[inri organ3zed and exisring under the lattis oi t}�e State oi �vlissouri. having i[s principal administratire office m lersey City,
New Jersc� (hcreinafier referred to as the "Compan5") does herehy appoint
llpn E. Cornell, Joshua Saunders, KeE[y a. �i rstbronEc, Ricardo J. Re} o�. Robbi liorales, Snphinie Hunter, "I ina �icF,wan and Tonie Petranek of I)aflas,'fX
{EA(:'H)
its true and law�ul AtSomey(s}in-Fact, m r�ake, execu?e, seal, and deliser Sinm [he daic of issuane� u{�lhis po�+'er fnr and on fts behalf as suret� _ and as fts act and dced'.
An} and al} bo2�ds, underlakfngs, recognizances �nd other sureiy ubli�adons, fn the pena] surt� nnt exceedi�g Ninetv Million Dnitars f 90.0OO.Oa0.001.
"fhis au[hority does not �ermit [he same obligation to be spiit into i��o or more bonds ln order to bring each such hond �aithfn il�e dollar limit of�uthority as sei fi�nh
heref n
fhe execution ofsuch bonds, undenakir�gs, rc�cngnizances and other siirery abligations in pursuance o1'i�zse presems shall be as hinding upon the suid Camp3ny as fully
and amply to all intents and purposes, as if the same had been dulJ execuied and ackna4vledged by its regulariy elected of'ticers at its principal admiriistraGve office m
Jersc}� City, IVe�� lcrsey
Thfs Yo��erof Attomey is executed b} authoritv ol�resoiutions 3dopte@ by unanimous ennsent of the Board of Directors o£�the Company [�n December I 1, 2U2f}_ true and
accurate copies of ���hich are hereinafier set farth and are herehy ceRified tn by ihe undersigned SecreTary as being in t�uli rorce and effeci:
"�'OTFD, That the Clzaimiari of the �3oard, the Yresiden[. or the Executice Vice President, or aciy Ser�ior Vice Presiderzt, of the Suretp 13usiness Uit�ision, or their
appoin[ees designaFed in �vritin� and filed ti� ith tFie Secretar�_ or fhe $ecretary shail have the po�rer and authorftti' to appoint agenis and attorneys-in-faci. and tn authorize
them subject ta the limiiaiions set forth in their respecti��e prn+-ers oi attorr3e}�, to execute on behalf�ofthe Coinpany. and attach the seaI ofthe Company tlzereto, bunds.
vndertakings, recognizances and oti�er suret}' ob(�gations obligaion in [he nature ihereof, and any such nfficers of the Companl' ma}� appaint agents for accep[ance of
prncess "
7his E'otiver or ltiome�� is signed, sealed and certiFed b}' Facsimile under and by authonty oi the follow in� resotution adnp[ed hy the unanimous consef�t of the E3oard crf
Directors ofthe Companp on December ] i. 2020,
1'OTED, Tliat the si�nalure of'the Chafrnian c�#�the Boarc�. t}�e PresidenL or the Eaec�tive Vice #'residenL, or any Senior Vice President. of the 5ureq E3usiness []ivision.
or iheirappoin[ees designated in uriiiilg �nd liled �+ith the Secreiar}, and th� si2nahire of fhe Secretar��_ the sea] of the Compam�, and certifications E�}� Lhe Secretar�. inay
he af�xcd hy tacsrmile on any power of attumey or bnnd execu�ed pvrsuant to the resolution adopted 6} the Board oi Direc(or� on December I], 2020_ �nd anq such
po�ver so execuFed. sealed and certfi'ied with respect to any bonJ or undcrtaking to ti��hieh i[ is attached, shall continue to be �alid and binding upon ihe Cn�npanr ��
Testimunr VI'hereof. ihe Cnmpan� has c'at3�cd this instrumem to be signed aitid i[s corpprate seal to he aftixed by iheir auti�orfzed officers. this 6th da�, of Januarr, 20ZI
Attested and Ceriified
� �i , � j`�.-----
Regan A. Shulman, Secretary
5"1'A7'E OFI'�.�NS1'[.1'A11.� 55
Coi ���'1' O�� PI�[I.,�DF.I,Pfi1,1 SS
�� `O
c�vRes7w►r� '
s�nt
�sn
� ��Sf6ni� /
Arrh Insurancr Company
�fY / l G���
Stephen C. Ruschak, Executfve Vice President
[. !19ichele 'I'ripodi. a Notary Public. dn hereht certif� [hat Regan A. Shu�man and Stephen C. Ruschak persunallr kno�ti�� to me ta be the sarne persons ��hpse iiamcs
ere respectivel� as Secretary and Executive Vice President of the Arch fnsurance Coiaipany, a Corporation organized and existing under the iaa�s of the 5tate of
Missouri, subscribed to lhe foregoing insirument, appeand before �ne this day in person and severally acknpwledged that ihey� 6eing thereuntn duly authonzed signed.
seaied �tifth the corporate seal and delivered the said instrument as the free and voiuntarq ac[ of said corporation and as their o�m free and voluntary acts for the uses and
purpnses therein sef farth �
pp�6�oNNicAts�+ as �YtvAiilA
iqTARui iF/� , � ��/u� �_
AYitilElE 71UlODi. 36o1nY iubik
«Y��. h'k' �' A4ichele Tripodi, Notan Puhlic
f.�nu�fa+ Gpkk�s Jut7r �f. 202t
� My commission e�pires 07/31!2021
CER']'IFICA"fION
I, Regan :1. Shulman . Secretary nithe Arch Insurance Cor�pany, do hereby certii�� that the atiached i'oN•er of attarne� dated Januarf b, 2021 on behalf of the
person(syas lisied ahove is a tnie and correci copy and that the same has been fn fuil force and effect since the date thereof and is in full force and efiect on the daie nf
[his certificate, and I do 1'urther cerlFly that [he said Siep!}en C Ruschak, w}�o executed the Power of Attometi as Gxecutive Vtce Yresfdent, �aas on ihe dxte ofexecution
nf ihe attached Poaer n1'Attomev the duly elected ];xecutive V ice President of the Arch Ins�rac�ce Company.
11i TESTf'�4Q\l' 1�'lIFREpF, [ ha��e htreuntn subscrihed m}' name and affixed the corporate seal of the Arch lnsurance Company on th�s da} of
211 � s � V =
Regan A. Shufman, Secretary
Ihis Pawer o# At[ome; �irnils ihe acts of thvse n�c�ed thercin to the honds an� und�rtakin�s spccitically nan�ed thcrein and thep have l�o authonty to 6ind the Company
ercept ia the manner and Io ihe e�tent herein stated f,���.��
YLEASE SE!�U ALI. CI,AIM I'V'QUIRiES REI.:1TInf, TO TI�15 BONU 7�0 TIfI: FO��LO�'►'IAG aDDRESS:
:�rch lnsurance— 5urcri' Division
3 ParkwAp, S�ite 1 Sf14
Philadelphia, PA 19102
�J�" `O
� �
cz�cn�w+xt
SEA1
19J1
� Mlasavr� �'
To verify ihe authentkify of this Power of Attorney, please contact Arch lnsurance Company at SuretyAuthentic�archins
Pleuse refer to the above named Attorney-in-Fact and the detnils of the bond tn whirh the power is attached.
AICPOA040120 Printed in U.S.A.
IMPORTANT NOTICE T� ALL TEXAS POLICYHOLDERS
lMPORTANT NOTICE AVISO IMPORTANFE
To obtain information or make a complaint:
Para obter�er informacion o para someter una
queja:
You may call Arch Insurance Group's toll-free
tefephone number for informatiarr or to make a
complainf at:
1-866-413-555�
You may also write to Arch Insurance Group at:
Arch Insurance Group
Harborside 3
210 Hudson Street, Sui#e 300
Jersey City, NJ U7311-1107
You may contact the Texas Department of
Ins�rance to obtain informafion on companies,
coverages, rights or complainis at:
1-800-252-3439
You may write the Texas Department of
Insurance.
P.Q. Bax 149099
Austin, �fX 787�4-9a91
Fax: (512) 490-1007
Web: http:llwww.tdi.texas.go�
E-maii: ConsumerProtectfon@tdi.texas.gov
PREMIUM OR CLAIM DISPUTE5:
Shpuld you have a dispute cancerning your
premium or about a claim you should contact
the Arch Insurar�ce Group first. If the dispute is
not resolved, you may contact the Texas
Department of Insurance.
A7TACH TH15 NOTICE TO YDUR POLICY:
This notice is for information only and does not
become a part or condition af the attached
document.
Usted puede Ilamar a! numero �fe telefono gratis
de Arch Insurance Group para informacion o
para someter una queja al:
'f -866-413-5550
Usted tambien puede escribir a Arch fnsurance
Group:
Arch Insurance Group
Harborside 3
210 Hudson Street, Suite 300
Jersey City, NJ 07311-11 D7
Puede comunicarse con e! Departamen#o de
Seguros de Texas para obte�ter informacian
acerca de campan€as, coberturas, derechos o
quejas al:
1-$00-252-3439
Puecle escribir al Departamento de Seguros de
Texas:
P.O. Box 949091
Austin, TX 78714-9091
Fax: (512) 490-i aD7
Web: http:llwww.tdi.texas.go�
E-mail: CansumerProtection@tdi.texas.gov
DISPUTAS SOBRE PRlMAS O RECLAMOS:
Si tiene una disputa concerr�i�nte a su prima o a
un reclamo, debe com�nicarse con ei Arch
Insurance Group primero. Si no se resueive la
disputa, puede entonees cor�unicarse con ei
de�artamento (TDI),
UNA ESTE AV�SO A SU POLIZA: Este aviso es
50I0 para {�roposito de informacron y no se
convierte en parte o condicion del documenfo
adjunto.
00 MLQ042 44 04 16 Page 1 of 1
00 42 �13
DAP-BIDPROPOSAL
Pagc 1 oC2
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Infonnation Bidder's Proposal
Bidlist [tem Description Specification Unit of Bid Unit Price Bid Value
No. Section No. Measure Quanhty
UNIT V: STREET LIGHTING IMPROVEMENTS
254 2605.3015 2" CONDT PVC SCH 80(T) 26 05 33 LF 161 $24.00 $3,864.00
255 2605.3016 2" CONDT PVC SCH 80 (B) 26 05 33 LF 35 $56.00 $1,960.00
2389 3441.1408 NO 6 Insulated Elec Condr 31 41 10 LF 170 $1.98 $336.60
2400 3441.1502 Ground Box Type B, w/Apron 31 41 10 EA 3 $900.00 $2,700.00
2475 3441.3021 Ornamental Assembly, Washington 34 41 20 EA 3 $3,572.00 $10,716.00
2500 3441.3501 Salvage Street Light Pole 34 41 20 EA 1 $900.00 $900.00
2485 3441.3303 Rdwy Illum Foundation TY 7 34 41 20 EA 3 $1,585.00 $4,755.00
2518 3471.0001 Traffic Control 34 71 13 LS 1 $1,330.00 $1,330.00
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $26,561.60
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Focm Vcrsion M�y 22, 2019 00 42 43_CCR_Bid Proposal0_DAP_Elcctrical (002)
00 d2 d3
DAP-B[DPROPOSAL
Pagc 2 of 2
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description SpeciEcation Unit of B�d Unit Price Bid Value
No. Section No. Measure Quantity
Bid Summary
UNIT V: STREET LIGHTING IMPROVEMENTS $26,561.60
Total Construction Bid $26,561.60
This Bid is submitted by the entity named below: �%
i /
BIDDER: BY: ( hi ir.in , �
Gr:in 4.Icrlrir:�l �.� ' � •
321 I�: I�:nun .\��rnur ctii�,uatur�� Ilrrc��
I�nrl \\�nrth l�?_ i61-!U TITLE: �, .' cip:il
DATE: 13i I �i3u?U r� -
Contractor agrees ta complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
END Or SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Vcrsion Ma}� 22, 2019
Working days after [he date when the
00 42 J3_CCR_Bid Proposal0_DAP_ElccVical (002)
00 45 11 - 1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
CITY OF FORT WORTH 305 W Daggett Avenue
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised April 2, 2014
SECTION 00 45 11 1
BIDDERS PREQUALIFICATIONS 2
3
1. Summary. All contractors are required to be prequalified by the City prior to submitting 4
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 5
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 6
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 7
Prequalification Application in accordance with the requirements below. 8
9
The prequalification process will establish a bid limit based on a technical evaluation and 10
financial analysis of the contractor. The information must be submitted seven (7) days prior 11
to the date of the opening of bids. For example, a contractor wishing to submit bids on 12
projects to be opened on the 7th of April must file the information by the 31st day of March 13
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder’s 14
Prequalification Application, the following must accompany the submission. 15
a. A complete set of audited or reviewed financial statements. 16
(1) Classified Balance Sheet 17
(2) Income Statement 18
(3) Statement of Cash Flows 19
(4) Statement of Retained Earnings 20
(5) Notes to the Financial Statements, if any 21
b. A certified copy of the firm’s organizational documents (Corporate Charter, Articles 22
of Incorporation, Articles of Organization, Certificate of Formation, LLC 23
Regulations, Certificate of Limited Partnership Agreement). 24
c. A completed Bidder Prequalification Application. 25
(1) The firm’s Texas Taxpayer Identification Number as issued by the Texas 26
Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 27
number visit the Texas Comptroller of Public Accounts online at the 28
following web address www.window.state.tx.us/taxpermit/ and fill out the 29
application to apply for your Texas tax ID. 30
(2) The firm’s e-mail address and fax number. 31
(3) The firm’s DUNS number as issued by Dun & Bradstreet. This number 32
is used by the City for required reporting on Federal Aid projects. The DUNS 33
number may be obtained at www.dnb.com. 34
d. Resumes reflecting the construction experience of the principles of the firm for firms 35
submitting their initial prequalification. These resumes should include the size and 36
scope of the work performed. 37
e. Other information as requested by the City. 38
39
2. Prequalification Requirements 40
a. Financial Statements. Financial statement submission must be provided in 41
accordance with the following: 42
(1) The City requires that the original Financial Statement or a certified copy 43
be submitted for consideration. 44
00 45 11 - 2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
CITY OF FORT WORTH 305 W Daggett Avenue
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised April 2, 2014
(2) To be satisfactory, the financial statements must be audited or reviewed 1
by an independent, certified public accounting firm registered and in 2
good standing in any state. Current Texas statues also require that 3
accounting firms performing audits or reviews on business entities within 4
the State of Texas be properly licensed or registered with the Texas State 5
Board of Public Accountancy. 6
(3) The accounting firm should state in the audit report or review whether 7
the contractor is an individual, corporation, or limited liability company. 8
(4) Financial Statements must be presented in U.S. dollars at the current rate 9
of exchange of the Balance Sheet date. 10
(5) The City will not recognize any certified public accountant as 11
independent who is not, in fact, independent. 12
(6) The accountant’s opinion on the financial statements of the contracting 13
company should state that the audit or review has been conducted in 14
accordance with auditing standards generally accepted in the United 15
States of America. This must be stated in the accounting firm’s opinion. 16
It should: (1) express an unqualified opinion, or (2) express a qualified 17
opinion on the statements taken as a whole. 18
(7) The City reserves the right to require a new statement at any time. 19
(8) The financial statement must be prepared as of the last day of any month, 20
not more than one year old and must be on file with the City 16 months 21
thereafter, in accordance with Paragraph 1. 22
(9) The City will determine a contractor’s bidding capacity for the purposes 23
of awarding contracts. Bidding capacity is determined by multiplying the 24
positive net working capital (working capital = current assets – current 25
liabilities) by a factor of 10. Only those statements reflecting a positive 26
net working capital position will be considered satisfactory for 27
prequalification purposes. 28
(10) In the case that a bidding date falls within the time a new financial 29
statement is being prepared, the previous statement shall be updated with 30
proper verification. 31
b. Bidder Prequalification Application. A Bidder Prequalification Application must be 32
submitted along with audited or reviewed financial statements by firms wishing to be 33
eligible to bid on all classes of construction and maintenance projects. Incomplete 34
Applications will be rejected. 35
(1) In those schedules where there is nothing to report, the notation of 36
“None” or “N/A” should be inserted. 37
(2) A minimum of five (5) references of related work must be provided. 38
(3) Submission of an equipment schedule which indicates equipment under 39
the control of the Contractor and which is related to the type of work for 40
which the Contactor is seeking prequalification. The schedule must 41
include the manufacturer, model and general common description of 42
each piece of equipment. Abbreviations or means of describing 43
equipment other than provided above will not be accepted. 44
45
3. Eligibility to Bid 46
a. The City shall be the sole judge as to a contractor’s prequalification. 47
b. The City may reject, suspend, or modify any prequalification for failure by the 48
contractor to demonstrate acceptable financial ability or performance. 49
c. The City will issue a letter as to the status of the prequalification approval. 50
00 45 11 - 3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
CITY OF FORT WORTH 305 W Daggett Avenue
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised April 2, 2014
d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 1
the prequalified work types until the expiration date stated in the letter. 2
3
4
5
6
7
END OF SECTION 8
9
00 45 12
DAP PREQUALIFICATION STATEMENT
Page I of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is reGuired to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Type" box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for paving:
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Pedestrian Street Lighting Bean Electrical 3-12-2021
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Company Name:
Bean Electrical
Address:
821 E Enon Avenue
Fort Worth TX 76140
BY: ROY.
._ .._.__.._.�
TITLE: President
DATE: 12/23/2020
END OF SECTION
�
(Signature)
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECiS 00 45 12_Prequalification Statement 2015_DAP
Form Version September 1, 2015
ooas�6-�
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page I of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 102941 Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Bean Electrical Inc
Company
821 E Enon
Address
Fort Worth TX 76140
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TAR.RANT
By:
Sign
Title: President
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
�i�� j�.;��,-�; :; -T' , known to me to be the person whose name is
subscribed to the foreg,oing instrument, and acknowledged to me that he/she executed the same as
the act and deed of t"�� ci �, r.l r� c_ i�� ��:.�. `_1 ,�.� . for the purposes and
consideration therein expressed and in the capacity therein stated.
G VEN LTNDER MY HAND AND SEAL OF OFFICE this ;� �+--�'� day of
�:�� C, �, 6 ti, G7 � v , 20 :�L'.
.��__� -�__a���
`��p,yp�4j CHFRYLE ;. ESPREE
�,��....e,
_2:'' ��Notary Pul�lic, State of Texas
� �'•��Q= Comm. Expires 02-29-2024
=,,9,�.. .. ��+,:
'��;�„���` PJotary ID 1890225
� � Q�I l �".'.��
,'?
Nuta Pub �c in and for�he Stat of Texas
�
END OF SECTION
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised April 2, 2014
oa s� a3 - i
Developer Awarded Pmject Agreement
Page ] of 4
SECTION b0 S2 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on Q 1- 1`7 -�c,� is made by and hetween the Developer,
4 Stephen Mears-Mission St, LLC, authorized ta do business in Texas ("Developer"), and Bean
5 Electrical, authorized to da business in Texas, acting by and through its duly authorized
b representative, {"Contractor").
7 Developer and Contractor, in consideration of the mutual cavenants hereinafter set forth, agree as
8 follows:
9 Article l. WORK
10
11
12
13
14
IS
16
Z7
18
19
20
Contractor shall complete all Wark as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PRQJ�CT
The project for which the Work under the Cantract Documents may be the whole or only a part is
generalty described as foliows:
305 W Da et# Avenue
Cit Pro'ect Number: 102941
Articte 3. C�NTRACT TIME
3.1 Time is of the essence.
All time limrts for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence ta this Cantract.
.21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within S working days after the date when
23 the Contract Time carnmences to run as provided in Paragraph 12.04 of the Standard City
24 Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 LiqUidated damages
26
27
28
29
30
31
32
33
34
35
36
Contractar recognizes that time is of the essence af this Agreement and that Developer
will suffer financial lass if the Watk is not completed within the times specified in
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
the Standard City Conditions af the Construction Contract for Ueve�oper Awarded
Projects. The Contractor also recognizes the delays, expense and dsfficulties involved in
praving in a]egai proceeding the actual loss suffered by the Developer if the Work is not
cotnpleted on time. Accordingly, instead af requiring any such proaf , Cantractor agrees
that as liquidated damages far delay (but not as a penafty), Contractor shall pay
Developer SIX HUNDRED FIFTY Dollars {$650.00) for each day that expires after the
time specifred tn Paragraph 3.2 for Final Acceptance until the City issues the Finai Letter
of Acceptance.
0
CITY DF FURT WORTH 305 W DAGGETT AVENUE
STAN�7ARD CONSTRUCTION SPECIFICA'FION DOCUMEIITS — DEVELOPER AWARpED PROIECTS 1029A1
Revised June ! 6, 2916
005243-2
Developer Awarded Project Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of TWENTY-SIX THOUSAND FIVE HUNDRED
40 SIXTY-ONE DOLLARS AND SIXTY CENTS ($26,561.60).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Documents which comprise the entire ageement between Developer and
44 Contractor concerning the Work consist of the following:
45 1. This Agreement.
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Fonn (DAP Version)
2) Prequalification Statement
3) State and Federal documents (projectspecific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102941
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
6.1 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 specificallv intended to onerate
and be effective even if it is alleged or proven that all or some of the dama�es bein�
sought were caused, in whole or in nart, bv any act, omission or negli�ence 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.
6.2 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 snecificallv intended to onerate and be effective even if it is alle�ed or
proven that all or some of the dama�es bein� sou�ht were caused, in whole or in nart,
bv anv act, omission or ne�ligence of the citv.
Article 7. MISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99 the Construction Contract for Developer Awarded Projects.
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 Developer.
103 7.3 Successors and Assigns.
104 Developer and Contractor each binds itself, its partners, successors, assigns and legal
105 representatives to the other parly 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 DEVELOPER 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.
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDGD PROJECTS 102941
Revised June 16, 2016
00 5? 43 - 4
Developer Awarded Project Agrccment
Pagc 4 oFd
lIb
117 7.6 Authority to Sign.
118
119
120
121
122
123
124
l25
Contractar shall attach e�idence of a�thority to sign Agreement, if other than duly
aUthorized signatory of the Contractor.
[N WITNESS WHEREOF, Developer and Contractor have executed this Agreernent in multip]e
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date"}
Contractor_
B
�
(S ignature)
Roy Bea� II
(Printed Name)
Title:
Company Name: Bean Electrica�
Address:821 E Enon A�enue
Ciry/State/Zip: Fort Worth, TX 7b140
QI-rS- �,.� l
Date
]2b
Developer:
B:
�
' (Signature}
. . �I�i1 ��
tephen Mears
Title:
Company Name: Mission St, i.LC
Address: 405 Crawford St, A t 2I29
Gi /State/Zi : Fort Worth, TX 76104
�/ 0 Z
Date
CITY OF FORT WORTFi 305 W DAGGETT AVfNUE
STANDARD CQI�STFUCTION SPEC[FICATIDN DOCUMENTS—DEVELpPERAWARDED PROJECTS 1p29d1
Revised June 16, 2016
POAtt 4221049
JOINT LIMITED POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurence Company, a Corporation duly organized and existing under the laws of the State o( Teras and having its
principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state
of Illinois, and having its principal admini,trative office in Glen Allen, Virginia, does by these presents make, constitute and appoint:
Tony Fierro, Jay Jordan, Johnny Moss, Steven W. Searcey, Robert J. Shuya, Mistie Beck,
Jeremy Barnett, Robert G. Kanuth, Jade Porter, Jennifer Cisneros, Jarrett Willson, Jack Nottingham
Their true and lawful agent(s) and attorney(:)-in-fact, each in their separate capaciry if more than one is named above, to make, execute, seal and deliver for and on
their own behalf, individually as a surety orjointly, as co-sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided; however,
tliat the penal sum of any one such instrument executed hereunder shall not exceed the sum of:
Twenty Million and 00/100 Dollars ($20,000,000.00)
Thi; Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec
Insurance Company and Markel Insurance Company:
"P.ESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of tliem hereby is authorized to execute
powers of attorney, and such authority can 6e executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, o( the
company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec
Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal [o be hereunto affixed and these presents to be
signed by their duly authorized officers on the nm ddY O( Novembar � zozo .
SureTec Insurence Company S��NC ```��U+�Hc��� Mark�ejl Insur�ce Company
��..•-•._... ;F� : �� OF��Rq� �i .�l'
�V+' x •9• ��y+ �W,•'G F.O� jy, ) .-••--
'��( W � w , �y =Y• SEAL c�= ` �-Lrf�^'°''�V
BY� -- �� 5; 2 -���. t2� ey: __ r \l/G,•,
�'., 1 - � t' i�''• /�CINO\5.� Y�� __
Michael C. KeiiTiig, president .. .• R in Russo, Senior Vice President
:
"w,,,���.k*�� «.F �����ii���ikinuP�.
Commonwealth of Virginia '
County of Henrico S5:
On this »�h day qf No�amte�, zozo A. D., hefore me, a Notary Public of the Commonwealth of Virginia, in and for the County of Henrico, duly commis5ioned and
qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding
instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid,
and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companles, and the said Corporate Seals and their signatures as officers were
duly affixed and su6scribed to the said instrumen[ by the authority and direction of the said companies, and that Resolutions adopted by the Board o( Directors of
said Cnmpanies referred to in the preceding instrument is now in force. ,oe� q°"� �� r�eo�
IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed `Y,b effie�l'$�F� �� C���+af Henrico, the day and year first above written.
: Q,� �'CP' Y 6 �'. � Z
. O �� •.
:2 MY C�;
_ COMMISSION = gy. �����____J�-
� n � NUP,I9FR � Q ' �
% O: ;_ : Donna Donavant, Notary Public
��'. . 7083968 ..�j `e My commission expires 1/31/2023
:, Oj,q,' • .. • •' �� �;
We, the undersigned Officers of SureTec Insurence Company and MarkeY}r�s�"r���i��C-�m��tiy dQ�herby certify that the original PO�VER OF ATTORNEY of which the
foregoing is a full, true and corred copy is still in full force and effect and haShqt����r� r�yolc��d• -�-! l,
7
IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the � � day of ��'" i alL1 (�d V ,%�(,J,L- �.
Sur eclnsur ce C pan
By
M. Br t Beaty, Assistant Secreta
Markel Insurance Company
r�
/ l / ��
ey: / � J � < ,. _.
Richard R. Grinnan, Vice President an 3ec� ary
Any Instrument Issued in excess of the penalty stated above is totally void and without anyvalidity. 4221049
For verification of the authority of this Power you may call (713)812-0800 on any business day between 8:30 AM and 5:00 PM CST.
006213-1
PERFORMANCE BOND
Page 1 of2
1
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9
SECTION 00 62 13
PERFORMANCE BOND #4440151
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Bean Electrical, Inc. , known as
"Principal" herein and _ SureTec Insurance Companv , a corporate
surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Stephen
11 Mears-Mission St, LLC, authorized to do business in Texas ("Developer") and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the penal sum of, TWENTY-SIX
13 THOUSAND FIVE HUNDRED SIXTY-ONE DOLLARS AND SIXTY CENTS
14 ($26,561.60), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas
15 for the payment of which sum well and truly to be made jointly unto the Developer and the City
16 as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns,
17 jointly and severally, firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities
20 Agreement, CFA Number 2020-0135; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
= '��.
22 the F` ;�;` �� day of �r ti;,�, �;,,. �� �._; , 20,;?_; , which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as 305 W Daggett Avenue.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
30 extension of the Contract that may be granted on the part of the Developer and/or City, then this
31 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102941
Revised January 31, 2012
006213-2
PERPORMANCE BOND
Page 2 of 2
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Govermnent Code, as amended, and al] liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
._�-i .
8 this instrument by duly authorized agents and officers on this the t`� day of
9 ^�l C:.�U;;�:._•� `�-i 20 J-ar .
y � �
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ig
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ATT ST� +
,� ; ,���
/
(Prin 'p� 1) Se re ar'y
/ �,
i
f l ' t 4l�
/I�'�,�1�� �ti �;�i ;�h:�'•
itness as to Principal
PRINCIPAk,� ` /�'�
Bean��lech=ia�a1, Inc.
' % � �''� /J
�-;,� ,, ; —
BY:,'y /
; � ��` Signature
F � � ,�? i �� %
��J � /�� iL-.. %i .. � "�,;\ ��--,_ L�
Name and Title `
Address: 821 E Enon
Fort Worth, TX 76140
SURETY:
Sure c I urance Company
��1/.��/%//Q
my Moss, Attor
Name and Title
�
'� �v' �__
Witness s to Surety
Muni Rabah , Bond Account Manager
Addcess: 2255 Ridge Rd. , Ste. 333
Rockwall TX 75087
Telephone Number: _972-772-7220
44 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
45 from the by-laws showing that this person has authority to sign such obligation. If
46 Surety's physical address is different from its mailing address, both must be provided.
47 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD C1TY CONDITIONS — DEVELOPER AWARDLD PROJECTS 102941
Revised January 31, 2012
006214-I
PAYMENT BOND
Page 1 of 2
1
2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 62 14
PAYMENT BOND #4440151
§
§ KNOW ALL BY THESE PRESENTS:
§
7 That we, Bean Electrical, Inc. , known as
8 "Principal" herein, and SureTec Insurance Company , a
9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
10
11
12
13
Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
Developer, Stephen Mears-Mission St, LLC, authorized to do business in Texas "(Developer"),
and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of
TWENTY-SIX THOUSAND FIVE HUNDRED SIXTY-ONE DOLLARS AND SIXTY
14 CENTS ($26,561.60), 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 jointly unto the Developer
16 and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors
17 and assigns, jointly and severally, firmly by these presents:
18 WHEREAS, Developer and City ha�e entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number 2020-0135; and
21
22
23
24
25
Q
WHEREAS, Principal has entered into a certain written Contract with Developer,
� — �"{'�
awarded the � j day of �MC';,���;,C�r'�.."r , 20�-=--�� , which Contract is hereby
k
referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
materials, equipment, labor and other accessories as defined by law, in the prosecution of the
Work as provided for in said Contract and designated as 305 W Daggett Avenue.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
30 force and effect.
CITY OF FORT WORTH 305 W DAGGETT AVLNUE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102941
Revised January 31, 2012
006214-2
PAYMENT IIOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Cl�apter 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 statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
.. -:a-4�
5 this instrument by duly authorized agents and officers on this the `.? `� day of
6 ,��,��._',��C �1 , 24 ��-�
�
�,
ATTEST:
(Surety) Secretary
8
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��� � t f-----
Witness as to Surety
Muni Rabah , Bond Account Manager
PRINCIPAL:
S URETY:
SureTec
BY:
S
�
Johnny Moss, Attorney-in-Fact
Name and Title
Address: 2255 Ridg�Rd. „,4te. 333
Rockwall, TX 75087
Telephone Number: 972-772-7220
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102941
Revised January 31, 2012
' �� ' : �.�
�r � �r� � �1
006219-1
MAINTENANCG BOND
Page 1 of 3
THE STATE OF TEXAS
COUNTY OF TARRANT
That we Bean
S�CTION 00 62 19
MAINTENANCE BOND #4440151
§
§
§
Inc.
known as
"Principal" herein and SureTec Insurance Compan,y , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer, Stephen
Meazs-Mission St, LLC, authorized to do business in Texas ("Developer") and the City of Fort
Worth, a Texas municipal corporation ("City"), in the sum of TWENTY-SIX THOUSAND
FIVE HUNDRED SIXTY-ONE DOLLARS AND SIXTY CENTS (�26,561.60), lawful
money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of
which sum well and truly be made jointly unto the Developer and the City as dual obligees and
their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community Facilities
Agreement, CFA Number 2020-0135; and
WHEREAS` the Principal has entered into a certain written contract with the Developer
awarded the i� day of �''�,r�;�,�,�,t �_� 'v� , 20 �� -�, which Contract is
hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
materials, equipment labor and other accessories as defined by law, in the prosecution of the
Work, including any Work resulting from a duly authorized Change Order (collectively herein,
the "Work") as provided for in said Contract and designated as 305 W Daggett Avenue; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
KNOW ALL BY THESE PRESENTS:
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102941
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 3
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactory to the City, then this obligation shall become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102941
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 3
IN WITNESS WHEREOF, the Principal and the Surety have each.SIGNED and SEALED this
instrument by duly authorized agents and officers on this the �� >'� day of
�C'q�'1�Ji�, �r `�1 , 20 ��L�
AT EST: / s
i..�� C_—�+ --
i�,''�i� '
(Principal) Secre aiy
I ?'i %�
ess as to
ATTEST:
�
PRINCIPAL: �
Bean ectrical, Inc.
�,��� __- _
B Y'- , .//
�S�gn�ure
/� ;� �� �
(� )%
f�. .'1✓,•' ;.�I:';.'�_ J -i Y ) ��L'
%Name and Title ` �?��—
Address: 821 E Enon
Fort Worth, TX 76140
CT TRFTV •
N/A Address: 2255 Ridge Rd. . Ste. 333
(Sw•ety) Secretary Rockwall, TX 75087
,�/ 1 r�/.-�---
�,N�
Witness as to Surety Telephone Number: __972-772-7220
Muni Rabah , Bond Account Manager
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH 305 W DAGGGTT AVENUE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102941
Revised January 31, 2012
Name and Title
SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION
FORCE MAJEURE RIDER
The obligations of the Surety and Principal under the Bond or Bonds to which this Rider is
annexed are subject to the foilowing limitations and conditions, to wit: that, it is a condition
precedent to their liability hereunder that the contractual obligation (the contract or
subcontract, as the case may be, being referred to in this Rider as the "Contract") between
the Principal and the Obligee underlying this Bond includes (or shall be considered amended
to include) a Force Majeure exclusion holding that the Principal and its Sureties shall not be
held liable under this Bond or under the Contract for any impacts, delays, defaults, or
damages related to Principal's work arising from, or related to epidemics, pandemics,
medical emergencies, supply line interruptions, or natural disasters impacting the work
required by the Contract, regardless of where such events occur, acts of God, terrorism,
war, acts of government or administrative suspension, limitation, or shut-down, or the
direct or indirect consequences or aftermath of any of the foregoing, and the Contract
further provides that the Principal shall be entitled to an extension of the Contract Time and
an equitable adjustment of the Contract Price, as a result of any of the exclusions
heretofore cited. In the event the provisions for force majeure, time extensions, or
equitable adjustment for time and money are more favorable to Principal in the Contract,
than in this Rider, the more favorable shall apply.
Revised 3-2009
SureTec Insurance Company
IMPORTANT NOTICE
Statutory Complaint Notice/Filing of Claims
To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make
a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at:
SureTec Insurance Company
9737 Great Hills Trail, Suite 320
Austin, TX 78759
You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints
at 1-800-252- 3439. You may write the Texas Department of Insurance at:
PO Box 149104
Austin, TX 78714-9104
Fax#: 512-490-1007
Web: http://www.tdi.texas.qov
Email: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should
contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance.
Texas Rider 8/2019
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. 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.
3. 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.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
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b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. 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.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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16. 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.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. 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.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, 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.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, 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.
23. Plans – See definition of Drawings.
24. 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.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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30. 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.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer 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 or Developer which are
designated for the use of Contractor.
32. 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.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. 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.
35. 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.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. 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.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
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.
40. Weekend 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.
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41. 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 Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. 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 D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
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.
C. 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.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 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.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. 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 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.
3.02 Amending and Supplementing 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 Participating Change Order or a
Non-Participating 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;
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1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased 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 coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, 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 the name of Developer and City 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
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
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 4.02.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 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City 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.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
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 Key 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 these Standard City
Conditions. 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.
6. 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.
7. 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.
8. 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%.
9. 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
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. 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.
11. 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.
12. 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.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. 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.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial 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 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.
1. 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
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. 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.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
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.
4.05 Acceptance of Bonds and Insurance; 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 Developer and 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 Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or 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 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
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
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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.
5.02 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.
5.03 Services, Materials, and Equipment
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.
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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.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
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 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 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 named 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 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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 functioning 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
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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 5.05.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:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. 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;
iii. 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:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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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 5.05.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 5.05.A and 5.05.B. 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
indemnify and hold harmless 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
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. 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.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE 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 MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. 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.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
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.
C. 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.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. 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 these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A. Duty 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. Penalty 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 is paid 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 Determination of 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 31st 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.
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 11th 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 parties 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
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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.
5.09 Patent Fees and Royalties
A. 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 any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws 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
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
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 3.01.
5.11 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
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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.
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 5.18, 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 City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from 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 or Developer, 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 shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
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.
5.12 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
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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.
5.13 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
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 5.13.A.2 or 5.13.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.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
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 5.16.C.
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 5.16.C.
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.
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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.
5.17 Contractor’s General Warranty 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,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer 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
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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
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 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 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.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required 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.
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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 5.19, 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 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. 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.
C. 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
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.
D. 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.
5.21 Nondiscrimination
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 VI, Civil Rights Act of 1964 as 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.
00 73 10- 26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work 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.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’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 perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
7.03 Compliance with Safety 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 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative 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 Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative 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 Representative’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 Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative 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 Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms 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 Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
00 73 10- 28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative 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).
ARTICLE 9 – CHANGES IN THE WORK
9.01 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 Participating 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 on a
project with City participation, a Field Order may be issued by the City.
9.02 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.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. 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.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 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.
11.02 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.
11.03 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 approved by
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 11.03 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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
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.
11.04 Uncovering Work
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.
11.05 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
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 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 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 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
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 5.10.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.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, 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 and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 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
11.06.A, or if Contractor fails to perform 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 and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection 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
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
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 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 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 Work 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.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
12.04 Final Acceptance
A. 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 upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. 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.
5. 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.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 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 stop contract time on City
participation projects.
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
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Page 34 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
ARTICLE 14 – MISCELLANEOUS
14.01 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. 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.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
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.
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Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival 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.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 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 [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised August 30, 2013
SECTION 01 25 00 1
SUBSTITUTION PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for requesting the approval of substitution of a product that is not 6
equivalent to a product which is specified by descriptive or performance criteria or 7
defined by reference to 1 or more of the following: 8
a. Name of manufacturer 9
b. Name of vendor 10
c. Trade name 11
d. Catalog number 12
2. Substitutions are not "or-equals". 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. No 21
separate payment will be allowed for this Item. 22
1.3 REFERENCES [NOT USED] 23
1.4 ADMINISTRATIVE REQUIREMENTS 24
A. Request for Substitution - General 25
1. Within 30 days after award of Contract (unless noted otherwise), the City will 26
consider formal requests from Contractor for substitution of products in place of 27
those specified. 28
2. Certain types of equipment and kinds of material are described in Specifications by 29
means of references to names of manufacturers and vendors, trade names, or catalog 30
numbers. 31
a. When this method of specifying is used, it is not intended to exclude from 32
consideration other products bearing other manufacturer's or vendor's names, 33
trade names, or catalog numbers, provided said products are "or-equals," as 34
determined by City. 35
3. Other types of equipment and kinds of material may be acceptable substitutions 36
under the following conditions: 37
a. Or-equals are unavailable due to strike, discontinued production of products 38
meeting specified requirements, or other factors beyond control of Contractor; 39
or, 40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
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b. Contractor proposes a cost and/or time reduction incentive to the City. 1
1.5 SUBMITTALS 2
A. See Request for Substitution Form (attached) 3
B. Procedure for Requesting Substitution 4
1. Substitution shall be considered only: 5
a. After award of Contract 6
b. Under the conditions stated herein 7
2. Submit 3 copies of each written request for substitution, including: 8
a. Documentation 9
1) Complete data substantiating compliance of proposed substitution with 10
Contract Documents 11
2) Data relating to changes in construction schedule, when a reduction is 12
proposed 13
3) Data relating to changes in cost 14
b. For products 15
1) Product identification 16
a) Manufacturer's name 17
b) Telephone number and representative contact name 18
c) Specification Section or Drawing reference of originally specified 19
product, including discrete name or tag number assigned to original 20
product in the Contract Documents 21
2) Manufacturer's literature clearly marked to show compliance of proposed 22
product with Contract Documents 23
3) Itemized comparison of original and proposed product addressing product 24
characteristics including, but not necessarily limited to: 25
a) Size 26
b) Composition or materials of construction 27
c) Weight 28
d) Electrical or mechanical requirements 29
4) Product experience 30
a) Location of past projects utilizing product 31
b) Name and telephone number of persons associated with referenced 32
projects knowledgeable concerning proposed product 33
c) Available field data and reports associated with proposed product 34
5) Samples 35
a) Provide at request of City. 36
b) Samples become the property of the City. 37
c. For construction methods: 38
1) Detailed description of proposed method 39
2) Illustration drawings 40
C. Approval or Rejection 41
1. Written approval or rejection of substitution given by the City 42
2. City reserves the right to require proposed product to comply with color and pattern 43
of specified product if necessary to secure design intent. 44
3. In the event the substitution is approved, if a reduction in cost or time results, it will 45
be documented by Change Order. 46
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Revised August 30, 2013
4. Substitution will be rejected if: 1
a. Submittal is not through the Contractor with his stamp of approval 2
b. Request is not made in accordance with this Specification Section 3
c. In the Developer’s opinion, acceptance will require substantial revision of the 4
original design 5
d. In the City’s or Developer’s opinion, substitution will not perform adequately 6
the function consistent with the design intent 7
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8
1.7 CLOSEOUT SUBMITTALS [NOT USED] 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. In making request for substitution or in using an approved product, the Contractor 12
represents that the Contractor: 13
1. Has investigated proposed product, and has determined that it is adequate or 14
superior in all respects to that specified, and that it will perform function for which it 15
is intended 16
2. Will provide same guarantee for substitute item as for product specified 17
3. Will coordinate installation of accepted substitution into Work, to include building 18
modifications if necessary, making such changes as may be required for Work to be 19
complete in all respects 20
4. Waives all claims for additional costs related to substitution which subsequently 21
arise 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
29
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DATE NAME SUMMARY OF CHANGE
30
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EXHIBIT A 1
REQUEST FOR SUBSTITUTION FORM: 2
3
TO: 4
PROJECT: DATE: 5
We hereby submit for your consideration the following product instead of the specified item for 6
the above project: 7
SECTION PARAGRAPH SPECIFIED ITEM 8
9
10
Proposed Substitution: 11
Reason for Substitution: 12
Include complete information on changes to Drawings and/or Specifications which proposed 13
substitution will require for its proper installation. 14
15
Fill in Blanks Below: 16 A. Will the undersigned contractor pay for changes to the building design, including engineering 17 and detailing costs caused by the requested substitution? 18 19 20 B. What effect does substitution have on other trades? 21 22 23 C. Differences between proposed substitution and specified item? 24 25 26 D. Differences in product cost or product delivery time? 27 28 29 E. Manufacturer's guarantees of the proposed and specified items are: 30
31
Equal Better (explain on attachment) 32
The undersigned states that the function, appearance and quality are equivalent or superior to the 33
specified item. 34
Submitted By: For Use by City 35
36
Signature Recommended Recommended 37
as noted 38
39
Firm Not recommended Received late 40
Address By 41
Date 42
Date Remarks 43
Telephone 44
45
For Use by City: 46
47
Approved Rejected 48
City Date 49
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
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102941
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
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e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
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1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
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SECTION 01 32 33 1
PRECONSTRUCTION VIDEO 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative and procedural requirements for: 6
a. Preconstruction Videos 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. Though not mandatory, it is highly recommended on infill developer projects. 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. Preconstruction Video 19
1. Produce a preconstruction video of the site/alignment, including all areas in the 20
vicinity of and to be affected by construction. 21
a. Provide digital copy of video upon request by the City. 22
2. Retain a copy of the preconstruction video until the end of the maintenance surety 23
period. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30
1.11 FIELD [SITE] CONDITIONS [NOT USED] 31
1.12 WARRANTY [NOT USED] 32
PART 2 - PRODUCTS [NOT USED] 33
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Revised August 30, 2013
PART 3 - EXECUTION [NOT USED] 1
END OF SECTION 2
3
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DATE NAME SUMMARY OF CHANGE
4
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305 W DAGGETT AVENUE
102941
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
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d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH
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2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH
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7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH
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a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH
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9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
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PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
305 W DAGGETT AVENUE
102941
1 SECTION 01 35 13
2 SPECIAL PROJECT PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
8 a. Coordination with the Texas Department of Transportation
9 b. Work near High Voltage Lines
10 c. Confined Space Entry Program
11 d. Air Pollution Watch Days
12 e. Use of Explosives, Drop Weight, Etc.
13 f. Water Department Notification
14 g. Public Notification Prior to Beginning Construction
15 h. Coordination with United States Army Corps of Engineers
16 i. Coordination within Railroad permits areas
17 j. Dust Control
18 k. Employee Parking
19
20
21 B. Deviations from this City of Fort Worth Standard Specification
22 1. None.
23 C. Related Specification Sections include, but are not necessarily limited to:
24 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
25 2. Division 1 – General Requirements
26 3. Section 33 12 25 – Connection to Existing Water Mains
27
28 1.2 REFERENCES
29 A. Reference Standards
30 1. Reference standards cited in this Specification refer to the current reference
31 standard published at the time of the latest revision date logged at the end of this
32 Specification, unless a date is specifically cited.
33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
34 High Voltage Overhead Lines.
35 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction
36 Specification
37 1.3 ADMINISTRATIVE REQUIREMENTS
38 A. Coordination with the Texas Department of Transportation
39 1. When work in the right-of-way which is under the jurisdiction of the Texas
40 Department of Transportation (TxDOT):
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
305 W DAGGETT AVENUE
102941
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
1 a. Notify the Texas Department of Transportation prior to commencing any work
2 therein in accordance with the provisions of the permit
3 b. All work performed in the TxDOT right-of-way shall be performed in
4 compliance with and subject to approval from the Texas Department of
5 Transportation
6 B. Work near High Voltage Lines
7 1. Regulatory Requirements
8 a. All Work near High Voltage Lines (more than 600 volts measured between
9 conductors or between a conductor and the ground) shall be in accordance with
10 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
11 2. Warning sign
12 a. Provide sign of sufficient size meeting all OSHA requirements.
13 3. Equipment operating within 10 feet of high voltage lines will require the following
14 safety features
15 a. Insulating cage-type of guard about the boom or arm
16 b. Insulator links on the lift hook connections for back hoes or dippers
17 c. Equipment must meet the safety requirements as set forth by OSHA and the
18 safety requirements of the owner of the high voltage lines
19 4. Work within 6 feet of high voltage electric lines
20 a. Notification shall be given to:
21 1) The power company (example: ONCOR)
22 a) Maintain an accurate log of all such calls to power company and record
23 action taken in each case.
24 b. Coordination with power company
25 1) After notification coordinate with the power company to:
26 a) Erect temporary mechanical barriers, de-energize the lines, or raise or
27 lower the lines
28 c. No personnel may work within 6 feet of a high voltage line before the above
29 requirements have been met.
30 C. Confined Space Entry Program
31 1. Provide and follow approved Confined Space Entry Program in accordance with
32 OSHA requirements.
33 2. Confined Spaces include:
34 a. Manholes
35 b. All other confined spaces in accordance with OSHA’s Permit Required for
36 Confined Spaces
37 D. Use of Explosives, Drop Weight, Etc.
38 1. When Contract Documents permit on the project the following will apply:
39 a. Public Notification
40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
41 prior to commencing.
42 2) Minimum 24 hour public notification in accordance with Section 01 31 13
43 E. Water Department Coordination
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
305 W DAGGETT AVENUE
102941
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 1. During the construction of this project, it will be necessary to deactivate, for a
2 period of time, existing lines. The Contractor shall be required to coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the City’s representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter from the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required, coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition, the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 F. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block by block
21 basis, prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor’s letterhead and include the following
27 information:
28 a) Name of Project
29 b) City Project No (CPN)
30 c) Scope of Project (i.e. type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor’s foreman and phone number
33 f) Name of the City’s inspector and phone number
34 g) City’s after-hours phone number
35 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
42 G. Public Notification of Temporary Water Service Interruption during Construction
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during construction, prepare and deliver a notice or flyer of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temporary
48 interruption.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
305 W DAGGETT AVENUE
102941
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 b. Prepare flyer on the contractor’s letterhead and include the following
2 information:
3 1) Name of the project
4 2) City Project Number
5 3) Date of the interruption of service
6 4) Period the interruption will take place
7 5) Name of the contractor’s foreman and phone number
8 6) Name of the City’s inspector and phone number
9 c. A sample of the temporary water service interruption notification is attached as
10 Exhibit B.
11 d. Deliver a copy of the temporary interruption notification to the City inspector
12 for review prior to being distributed.
13 e. No interruption of water service can occur until the flyer has been delivered to
14 all affected residents and businesses.
15 f. Electronic versions of the sample flyers can be obtained from the Project
16 Construction Inspector.
17 H. Coordination with United States Army Corps of Engineers (USACE)
18 1. At locations in the Project where construction activities occur in areas where
19 USACE permits are required, meet all requirements set forth in each designated
20 permit.
21 I. Coordination within Railroad Permit Areas
22 1. At locations in the project where construction activities occur in areas where
23 railroad permits are required, meet all requirements set forth in each designated
24 railroad permit. This includes, but is not limited to, provisions for:
25 a. Flagmen
26 b. Inspectors
27 c. Safety training
28 d. Additional insurance
29 e. Insurance certificates
30 f. Other employees required to protect the right-of-way and property of the
31 Railroad Company from damage arising out of and/or from the construction of
32 the project. Proper utility clearance procedures shall be used in accordance
33 with the permit guidelines.
34 2. Obtain any supplemental information needed to comply with the railroad’s
35 requirements.
36 J. Dust Control
37 1. Use acceptable measures to control dust at the Site.
38 a. If water is used to control dust, capture and properly dispose of waste water.
39 b. If wet saw cutting is performed, capture and properly dispose of slurry.
40 K. Employee Parking
41 1. Provide parking for employees at locations approved by the City.
42 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
43 Construction Specification [if required for the project]
44 1. Comply with equipment, operational, reporting and enforcement requirements set
45 forth in NCTCOG’s Clean Construction Specification.}
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
305 W DAGGETT AVENUE
102941
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 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
8/31/2012
D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
305 W DAGGETT AVENUE
102941
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
1
2
3
4
5
6 Date:
7
EXHIBIT A
(To be printed on Contractor’s Letterhead)
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 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
37
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
305 W DAGGETT AVENUE
102941
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
1 EXHIBIT B
2
3
4
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
305 W DAGGETT AVENUE
102941
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
305 W DAGGETT AVENUE
102941
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
01 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
01 50 00 - 2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
01 50 00 - 3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
SECTION 01 55 26 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative procedures for: 6
a. Street Use Permit 7
b. Modification of approved traffic control 8
c. Removal of Street Signs 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 – General Requirements 14
3. Section 34 71 13 – Traffic Control 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. Reference Standards 21
1. Reference standards cited in this specification refer to the current reference standard 22
published at the time of the latest revision date logged at the end of this 23
specification, unless a date is specifically cited. 24
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Traffic Control 27
1. General 28
a. When traffic control plans are included in the Drawings, provide Traffic 29
Control in accordance with Drawings and Section 34 71 13. 30
b. When traffic control plans are not included in the Drawings, prepare traffic 31
control plans in accordance with Section 34 71 13 and submit to City for 32
review. 33
1) Allow minimum 10 working days for review of proposed Traffic Control. 34
B. Street Use Permit 35
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36
a. To obtain Street Use Permit, submit Traffic Control Plans to City 37
Transportation and Public Works Department. 38
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review. 1
2) Contractor’s responsibility to coordinate review of Traffic Control plans for 2
Street Use Permit, such that construction is not delayed. 3
C. Modification to Approved Traffic Control 4
1. Prior to installation traffic control: 5
a. Submit revised traffic control plans to City Department Transportation and 6
Public Works Department. 7
1) Revise Traffic Control plans in accordance with Section 34 71 13. 8
2) Allow minimum 5 working days for review of revised Traffic Control. 9
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 10
plans for Street Use Permit, such that construction is not delayed. 11
D. Removal of Street Sign 12
1. If it is determined that a street sign must be removed for construction, then contact 13
City Transportation and Public Works Department, Signs and Markings Division to 14
remove the sign. 15
E. Temporary Signage 16
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 17
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18
Devices (MUTCD). 19
2. Install temporary sign before the removal of permanent sign. 20
3. When construction is complete, to the extent that the permanent sign can be 21
reinstalled, contact the City Transportation and Public Works Department, Signs 22
and Markings Division, to reinstall the permanent sign. 23
F. Traffic Control Standards 24
1. Traffic Control Standards can be found on the City’s Buzzsaw website. 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] 34
PART 3 - EXECUTION [NOT USED] 35
END OF SECTION 36
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
SECTION 01 57 13 1
STORM WATER POLLUTION PREVENTION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Procedures for Storm Water Pollution Prevention Plans 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10
Contract 11
2. Division 1 – General Requirements 12
3. Section 31 25 00 – Erosion and Sediment Control 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Construction Activities resulting in less than 1 acre of disturbance 16
a. Work associated with this Item is considered subsidiary to the various Items 17
bid. No separate payment will be allowed for this Item. 18
2. Construction Activities resulting in greater than 1 acre of disturbance 19
a. Measurement and Payment shall be in accordance with Section 31 25 00. 20
1.3 REFERENCES 21
A. Abbreviations and Acronyms 22
1. Notice of Intent: NOI 23
2. Notice of Termination: NOT 24
3. Storm Water Pollution Prevention Plan: SWPPP 25
4. Texas Commission on Environmental Quality: TCEQ 26
5. Notice of Change: NOC 27
A. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Integrated Storm Management (iSWM) Technical Manual for Construction 32
Controls 33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. General 35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
01 57 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
B. Construction Activities resulting in: 1
1. Less than 1 acre of disturbance 2
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3
Drawings. 4
2. 1 to less than 5 acres of disturbance 5
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6
Permit is required 7
b. Complete SWPPP in accordance with TCEQ requirements 8
1) TCEQ Small Construction Site Notice Required under general permit 9
TXR150000 10
a) Sign and post at job site 11
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12
Transportation and Public Works, Environmental Division, (817) 392-13
6088. 14
2) Provide erosion and sediment control in accordance with: 15
a) Section 31 25 00 16
b) The Drawings 17
c) TXR150000 General Permit 18
d) SWPPP 19
e) TCEQ requirements 20
3. 5 acres or more of Disturbance 21
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22
Permit is required 23
b. Complete SWPPP in accordance with TCEQ requirements 24
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25
a) Sign and post at job site 26
b) Send copy to City Department of Transportation and Public Works, 27
Environmental Division, (817) 392-6088. 28
2) TCEQ Notice of Change required if making changes or updates to NOI 29
3) Provide erosion and sediment control in accordance with: 30
a) Section 31 25 00 31
b) The Drawings 32
c) TXR150000 General Permit 33
d) SWPPP 34
e) TCEQ requirements 35
4) Once the project has been completed and all the closeout requirements of 36
TCEQ have been met a TCEQ Notice of Termination can be submitted. 37
a) Send copy to City Department of Transportation and Public Works, 38
Environmental Division, (817) 392-6088. 39
1.5 SUBMITTALS 40
A. SWPPP 41
1. Submit in accordance with Section 01 33 00, except as stated herein. 42
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43
as follows: 44
1) 1 copy to the City Project Manager 45
a) City Project Manager will forward to the City Department of 46
Transportation and Public Works, Environmental Division for review 47
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
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CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
B. Modified SWPPP 1
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2
in accordance with Section 01 33 00. 3
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4
1.7 CLOSEOUT SUBMITTALS [NOT USED] 5
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6
1.9 QUALITY ASSURANCE [NOT USED] 7
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8
1.11 FIELD [SITE] CONDITIONS [NOT USED] 9
1.12 WARRANTY [NOT USED] 10
PART 2 - PRODUCTS [NOT USED] 11
PART 3 - EXECUTION [NOT USED] 12
END OF SECTION 13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
305 W DAGGETT AVENUE
102941
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
305 W DAGGETT AVENUE
102941
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M. Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list
is accessible through the City’s website.
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 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
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 [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage. 3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location. 5
6. Provide manufacturer's instructions for storage and handling. 6
B. Handling Requirements 7
1. Handle products or equipment in accordance with these Contract Documents and 8
manufacturer’s recommendations and instructions. 9
C. Storage Requirements 10
1. Store materials in accordance with manufacturer’s recommendations and 11
requirements of these Specifications. 12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection. 21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by City’s Project Representative. 23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
City’s Project Representative. 26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises. 28
7. Store in manufacturers’ unopened containers. 29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public 31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open. 33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of City’s Project Representative. 35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37
Project Representative. 38
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M. Domenech Revised for DAP application
1
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 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
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 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. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 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 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible. 1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2
this project. 3
8. Remove all signs of temporary construction and activities incidental to construction 4
of required permanent Work. 5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6
have the cleaning completed at the expense of the Contractor. 7
10. Do not burn on-site. 8
B. Intermediate Cleaning during Construction 9
1. Keep Work areas clean so as not to hinder health, safety or convenience of 10
personnel in existing facility operations. 11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12
3. Confine construction debris daily in strategically located container(s): 13
a. Cover to prevent blowing by wind 14
b. Store debris away from construction or operational activities 15
c. Haul from site at a minimum of once per week 16
4. Vacuum clean interior areas when ready to receive finish painting. 17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19
may become airborne or transported by flowing water during the storm. 20
C. Exterior (Site or Right of Way) Final Cleaning 21
1. Remove trash and debris containers from site. 22
a. Re-seed areas disturbed by location of trash and debris containers in accordance 23
with Section 32 92 13. 24
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25
that may hinder or disrupt the flow of traffic along the roadway. 26
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27
junction boxes and inlets. 28
4. If no longer required for maintenance of erosion facilities, and upon approval by 29
City, remove erosion control from site. 30
5. Clean signs, lights, signals, etc. 31
3.11 CLOSEOUT ACTIVITIES [NOT USED] 32
3.12 PROTECTION [NOT USED] 33
3.13 MAINTENANCE [NOT USED] 34
3.14 ATTACHMENTS [NOT USED] 35
36
37
38
39
40
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
END OF SECTION 1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M. Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. Submit all required documentation to City’s Project Representative. 26
27
28
29
30
31
32
33
34
35
36
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. Upon completion of Work associated with the items listed in the City's written 24
notice, inform the City, that the required Work has been completed. Upon receipt 25
of this notice, the City, in the presence of the Contractor, will make a subsequent 26
Final Inspection of the project. 27
4. Provide all special accessories required to place each item of equipment in full 28
operation. These special accessory items include, but are not limited to: 29
a. Specified spare parts 30
b. Adequate oil and grease as required for the first lubrication of the equipment 31
c. Initial fill up of all chemical tanks and fuel tanks 32
d. Light bulbs 33
e. Fuses 34
f. Vault keys 35
g. Handwheels 36
h. Other expendable items as required for initial start-up and operation of all 37
equipment 38
D. Notice of Project Completion 39
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection 1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2
E. Supporting Documentation 3
1. Coordinate with the City Project Representative to complete the following 4
additional forms: 5
a. Final Payment Request 6
b. Statement of Contract Time 7
c. Affidavit of Payment and Release of Liens 8
d. Consent of Surety to Final Payment 9
e. Pipe Report (if required) 10
f. Contractor’s Evaluation of City 11
g. Performance Evaluation of Contractor 12
F. Letter of Final Acceptance 13
1. Upon review and acceptance of Notice of Project Completion and Supporting 14
Documentation, in accordance with General Conditions, City will issue Letter of 15
Final Acceptance and release the Final Payment Request for payment. 16
3.5 REPAIR / RESTORATION [NOT USED] 17
3.6 RE-INSTALLATION [NOT USED] 18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19
3.8 SYSTEM STARTUP [NOT USED] 20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M. Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 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 1 – 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 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. Text: Manufacturer’s printed data, or neatly typewritten 37
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
d. Drawings 1
1) Provide reinforced punched binder tab, bind in with text 2
2) Reduce larger drawings and fold to size of text pages. 3
e. Provide fly-leaf for each separate product, or each piece of operating 4
equipment. 5
1) Provide typed description of product, and major component parts of 6
equipment. 7
2) Provide indexed tabs. 8
f. Cover 9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List: 12
a) Title of Project 13
b) Identity of separate structure as applicable 14
c) Identity of general subject matter covered in the manual 15
3. Binders 16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17
b. When multiple binders are used, correlate the data into related consistent 18
groupings. 19
4. If available, provide an electronic form of the O&M Manual. 20
B. Manual Content 21
1. Neatly typewritten table of contents for each volume, arranged in systematic order 22
a. Contractor, name of responsible principal, address and telephone number 23
b. A list of each product required to be included, indexed to content of the volume 24
c. List, with each product: 25
1) The name, address and telephone number of the subcontractor or installer 26
2) A list of each product required to be included, indexed to content of the 27
volume 28
3) Identify area of responsibility of each 29
4) Local source of supply for parts and replacement 30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents. 32
2. Product Data 33
a. Include only those sheets which are pertinent to the specific product. 34
b. Annotate each sheet to: 35
1) Clearly identify specific product or part installed 36
2) Clearly identify data applicable to installation 37
3) Delete references to inapplicable information 38
3. Drawings 39
a. Supplement product data with drawings as necessary to clearly illustrate: 40
1) Relations of component parts of equipment and systems 41
2) Control and flow diagrams 42
b. Coordinate drawings with information in Project Record Documents to assure 43
correct illustration of completed installation. 44
c. Do not use Project Record Drawings as maintenance drawings. 45
4. Written text, as required to supplement product data for the particular installation: 46
a. Organize in consistent format under separate headings for different procedures. 47
b. Provide logical sequence of instructions of each procedure. 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued 1
a. Provide information sheet for City personnel giving: 2
1) Proper procedures in event of failure 3
2) Instances which might affect validity of warranties or bonds 4
C. Manual for Materials and Finishes 5
1. Submit 5 copies of complete manual in final form. 6
2. Content, for architectural products, applied materials and finishes: 7
a. Manufacturer's data, giving full information on products 8
1) Catalog number, size, composition 9
2) Color and texture designations 10
3) Information required for reordering special manufactured products 11
b. Instructions for care and maintenance 12
1) Manufacturer's recommendation for types of cleaning agents and methods 13
2) Cautions against cleaning agents and methods which are detrimental to 14
product 15
3) Recommended schedule for cleaning and maintenance 16
3. Content, for moisture protection and weather exposure products: 17
a. Manufacturer's data, giving full information on products 18
1) Applicable standards 19
2) Chemical composition 20
3) Details of installation 21
b. Instructions for inspection, maintenance and repair 22
D. Manual for Equipment and Systems 23
1. Submit 5 copies of complete manual in final form. 24
2. Content, for each unit of equipment and system, as appropriate: 25
a. Description of unit and component parts 26
1) Function, normal operating characteristics and limiting conditions 27
2) Performance curves, engineering data and tests 28
3) Complete nomenclature and commercial number of replaceable parts 29
b. Operating procedures 30
1) Start-up, break-in, routine and normal operating instructions 31
2) Regulation, control, stopping, shut-down and emergency instructions 32
3) Summer and winter operating instructions 33
4) Special operating instructions 34
c. Maintenance procedures 35
1) Routine operations 36
2) Guide to "trouble shooting" 37
3) Disassembly, repair and reassembly 38
4) Alignment, adjusting and checking 39
d. Servicing and lubrication schedule 40
1) List of lubricants required 41
e. Manufacturer's printed operating and maintenance instructions 42
f. Description of sequence of operation by control manufacturer 43
1) Predicted life of parts subject to wear 44
2) Items recommended to be stocked as spare parts 45
g. As installed control diagrams by controls manufacturer 46
h. Each contractor's coordination drawings 47
1) As installed color coded piping diagrams 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve 1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage 3
k. Other data as required under pertinent Sections of Specifications 4
3. Content, for each electric and electronic system, as appropriate: 5
a. Description of system and component parts 6
1) Function, normal operating characteristics, and limiting conditions 7
2) Performance curves, engineering data and tests 8
3) Complete nomenclature and commercial number of replaceable parts 9
b. Circuit directories of panelboards 10
1) Electrical service 11
2) Controls 12
3) Communications 13
c. As installed color coded wiring diagrams 14
d. Operating procedures 15
1) Routine and normal operating instructions 16
2) Sequences required 17
3) Special operating instructions 18
e. Maintenance procedures 19
1) Routine operations 20
2) Guide to "trouble shooting" 21
3) Disassembly, repair and reassembly 22
4) Adjustment and checking 23
f. Manufacturer's printed operating and maintenance instructions 24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage 26
h. Other data as required under pertinent Sections of Specifications 27
4. Prepare and include additional data when the need for such data becomes apparent 28
during instruction of City's personnel. 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE 32
A. Provide operation and maintenance data by personnel with the following criteria: 33
1. Trained and experienced in maintenance and operation of described products 34
2. Skilled as technical writer to the extent required to communicate essential data 35
3. Skilled as draftsman competent to prepare required drawings 36
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 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
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M. Domenech Revised for DAP Application
8
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DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
SECTION 01 78 39 1
PROJECT RECORD DOCUMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Work associated with the documenting the project and recording changes to project 6
documents, including: 7
a. Record Drawings 8
b. Water Meter Service Reports 9
c. Sanitary Sewer Service Reports 10
d. Large Water Meter Reports 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 1 – 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 23
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24
City’s Project Representative. 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE 29
A. Accuracy of Records 30
1. Thoroughly coordinate changes within the Record Documents, making adequate 31
and proper entries on each page of Specifications and each sheet of Drawings and 32
other Documents where such entry is required to show the change properly. 33
2. Accuracy of records shall be such that future search for items shown in the Contract 34
Documents may rely reasonably on information obtained from the approved Project 35
Record Documents. 36
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1
information that the change has occurred. 2
4. Provide factual information regarding all aspects of the Work, both concealed and 3
visible, to enable future modification of the Work to proceed without lengthy and 4
expensive site measurement, investigation and examination. 5
1.10 STORAGE AND HANDLING 6
A. Storage and Handling Requirements 7
1. Maintain the job set of Record Documents completely protected from deterioration 8
and from loss and damage until completion of the Work and transfer of all recorded 9
data to the final Project Record Documents. 10
2. In the event of loss of recorded data, use means necessary to again secure the data 11
to the City's approval. 12
a. In such case, provide replacements to the standards originally required by the 13
Contract Documents. 14
1.11 FIELD [SITE] CONDITIONS [NOT USED] 15
1.12 WARRANTY [NOT USED] 16
PART 2 - PRODUCTS 17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18
2.2 RECORD DOCUMENTS 19
A. Job set 20
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21
charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22
B. Final Record Documents 23
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24
the City 1 complete set of all Final Record Drawings in the Contract. 25
2.3 ACCESSORIES [NOT USED] 26
2.4 SOURCE QUALITY CONTROL [NOT USED] 27
PART 3 - EXECUTION 28
3.1 INSTALLERS [NOT USED] 29
3.2 EXAMINATION [NOT USED] 30
3.3 PREPARATION [NOT USED] 31
3.4 MAINTENANCE DOCUMENTS 32
A. Maintenance of Job Set 33
1. Immediately upon receipt of the job set, identify each of the Documents with the 34
title, "RECORD DOCUMENTS - JOB SET". 35
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DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
2. Preservation 1
a. Considering the Contract completion time, the probable number of occasions 2
upon which the job set must be taken out for new entries and for examination, 3
and the conditions under which these activities will be performed, devise a 4
suitable method for protecting the job set. 5
b. Do not use the job set for any purpose except entry of new data and for review 6
by the City, until start of transfer of data to final Project Record Documents. 7
c. Maintain the job set at the site of work. 8
3. Coordination with Construction Survey 9
a. At a minimum clearly mark any deviations from Contract Documents 10
associated with installation of the infrastructure. 11
4. Making entries on Drawings 12
a. Record any deviations from Contract Documents. 13
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14
change by graphic line and note as required. 15
c. Date all entries. 16
d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17
e. In the event of overlapping changes, use different colors for the overlapping 18
changes. 19
5. Conversion of schematic layouts 20
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21
ducts, and similar items, are shown schematically and are not intended to 22
portray precise physical layout. 23
1) Final physical arrangement is determined by the Contractor, subject to the 24
City's approval. 25
2) However, design of future modifications of the facility may require 26
accurate information as to the final physical layout of items which are 27
shown only schematically on the Drawings. 28
b. Show on the job set of Record Drawings, by dimension accurate to within 1 29
inch, the centerline of each run of items. 30
1) Final physical arrangement is determined by the Contractor, subject to the 31
City's approval. 32
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33
ceiling plenum", "exposed", and the like). 34
3) Make all identification sufficiently descriptive that it may be related 35
reliably to the Specifications. 36
c. The City may waive the requirements for conversion of schematic layouts 37
where, in the City's judgment, conversion serves no useful purpose. However, 38
do not rely upon waivers being issued except as specifically issued in writing 39
by the City. 40
B. Final Project Record Documents 41
1. Transfer of data to Drawings 42
a. Carefully transfer change data shown on the job set of Record Drawings to the 43
corresponding final documents, coordinating the changes as required. 44
b. Clearly indicate at each affected detail and other Drawing a full description of 45
changes made during construction, and the actual location of items. 46
c. Call attention to each entry by drawing a "cloud" around the area or areas 47
affected. 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102941
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure 1
longevity and clear reproduction. 2
2. Transfer of data to other Documents 3
a. If the Documents, other than Drawings, have been kept clean during progress of 4
the Work, and if entries thereon have been orderly to the approval of the City, 5
the job set of those Documents, other than Drawings, will be accepted as final 6
Record Documents. 7
b. If any such Document is not so approved by the City, secure a new copy of that 8
Document from the City at the City's usual charge for reproduction and 9
handling, and carefully transfer the change data to the new copy to the approval 10
of the City. 11
3.5 REPAIR / RESTORATION [NOT USED] 12
3.6 RE-INSTALLATION [NOT USED] 13
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14
3.8 SYSTEM STARTUP [NOT USED] 15
3.9 ADJUSTING [NOT USED] 16
3.10 CLEANING [NOT USED] 17
3.11 CLOSEOUT ACTIVITIES [NOT USED] 18
3.12 PROTECTION [NOT USED] 19
3.13 MAINTENANCE [NOT USED] 20
3.14 ATTACHMENTS [NOT USED] 21
END OF SECTION 22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M. Domenech Revised for DAP Application
24
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
32 13 13 - 1
CONCRETE PAVING
Page 1 of 21
1 SECTION 32 13 13
2 CONCRETE PAVING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section includes:
6 1. Finished pavement constructed of portland cement concrete including
7 monolithically poured curb on the prepared subgrade or other base course.
8 B. Deviations from this City of Fort Worth Standard Specification
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 3. Section 32 01 29 - Concrete Paving Repair
13 4. Section 32 13 73 - Concrete Paving Joint Sealants
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement
16 1. Measurement
17 a. Measurement for this Item shall be by the square yard of completed and
18 accepted Concrete Pavement in its final position as measured from back of curb
19 for various:
20 1) Classes
21 2) Thicknesses
22 2. Payment
23 a. The work performed and materials furnished in accordance with this Item will
24 be paid for at the unit price bid per square yard of Concrete Pavement.
25 3. The price bid shall include:
28 a. Shaping and fine grading the placement area
29 b. Furnishing and applying all water required
30 c. Furnishing, loading and unloading, storing, hauling and handling all concrete
31 ingredients including all freight and royalty involved
32 d. Mixing, placing, finishing and curing all concrete
33 e. Furnishing and installing all reinforcing steel
34 f. Furnishing all materials and placing longitudinal, warping, expansion, and
35 contraction joints, including all steel dowels, dowel caps and load transmission
36 units required, wire and devices for placing, holding and supporting the steel
37 bar, load transmission units, and joint filler material in the proper position; for
38 coating steel bars where required by the Drawings
39 g. Sealing joints
40 h. Monolithically poured curb
41 i. Cleanup
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
1 1.3 REFERENCES
2 A. Reference Standards
32 13 13 - 2
CONCRETE PAVING
Page 2 of 21
3 1. Reference standards cited in this specification refer to the current reference standard
4 published at the time of the latest revision date logged at the end of this
5 specification, unless a date is specifically cited.
6 2. ASTM International (ASTM):
7 a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete
8 Reinforcement
9 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the
10 Field
11 c. C33, Concrete Aggregates
12 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete
13 Specimens
14 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed
15 Beams of Concrete
16 f. C94/C94M, Standard Specifications for Ready-Mixed Concrete
17 g. C150, Portland Cement
18 h. C156, Water Retention by Concrete Curing Materials
19 i. C172, Standard Practice for Sampling Freshly Mixed Concrete
20 j. C260, Air Entraining Admixtures for Concrete
21 k. C309, Liquid Membrane-Forming Compounds for Curing Concrete, Type 2
22 l. C494, Chemical Admixtures for Concrete, Types “A”, “D”, “F” and “G”
23 m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral
24 Admixture in Concrete
25 n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for
26 Concrete
27 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic-
28 Cement Concrete
29 p. C1602, Standard Specification for Mixing Water Used in the Production of
30 Hydraulic Cement Concrete.
31 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort
32 (12,400 ft-lbf/ft3)
33 3. American Concrete Institute (ACI):
34 a. ACI 305.1-06 Specification for Hot Weather Concreting
35 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting
36 c. ACI 318
37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
38 1.5 SUBMITTALS [NOT USED]
39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
40 A. Mix Design: submit for approval. See Item 2.4.A.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
32 13 13 - 3
CONCRETE PAVING
Page 3 of 21
1 1.7 CLOSEOUT SUBMITTALS [NOT USED]
2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
3 1.9 QUALITY ASSURANCE [NOT USED]
4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
5 1.11 FIELD CONDITIONS
6 A. Weather Conditions
7 1. Place concrete when concrete temperature is between 40 and 100 degrees when
8 measured in accordance with ASTM C1064 at point of placement.
9 2. Hot Weather Concreting
10 a. Take immediate corrective action or cease paving when the ambient
11 temperature exceeds 95 degrees.
12 b. Concrete paving operations shall be approved by the City when the concrete
13 temperature exceeds 100 degrees. See Standard Specification for Hot Weather
14 Concreting (ACI 305.1-06).
15 3. Cold Weather Concreting
16 a. Do not place when ambient temp in shade is below 40 degrees and falling.
17 Concrete may be placed when ambient temp is above 35 degrees and rising or
18 above 40 degrees.
19 b. Concrete paving operations shall be approved by the City when ambient
20 temperature is below 40 degrees. See Standard Specification for Cold Weather
21 Concreting (ACI 306.1-90).
22 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the
23 pavement in natural light, or as directed by the City.
24 1.12 WARRANTY [NOT USED]
25 PART 2 - PRODUCTS
26 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
27 2.2 MATERIALS
28 A. Cementitious Material: ASTM C150.
29 B. Aggregates: ASTM C33.
30 C. Water: ASTM C1602.
31 D. Admixtures: When admixtures are used, conform to the appropriate specification:
32 1. Air-Entraining Admixtures for Concrete: ASTM C260.
33 2. Chemical Admixtures for Concrete: ASTM C494, Types “A”, “D”, “F” and “G.”
34 3. Fly Ash
35 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete:
36 ASTM C618.
37 b. Fly ash may be substituted at one pound per pound of cement up to 25% of the
38 specified cement content when such batch design is approved by the Engineer.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
1 E. Steel Reinforcement: ASTM A615.
2 F. Steel Wire Reinforcement: Not used for concrete pavement.
3 G. Dowels and Tie Bars
4 1. Dowel and tie bars: ASTM A615.
5 2. Dowel Caps
32 13 13 - 4
CONCRETE PAVING
Page 4 of 21
6 a. Provide dowel caps with enough range of movement to allow complete closure
7 of the expansion joint.
8 b. Caps for dowel bars shall be of the length shown on the Drawings and shall
9 have an internal diameter sufficient to permit the cap to freely slip over the bar.
10 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch,
11 and one end of the cap shall be rightly closed.
12 3. Epoxy for Dowel and Tie Bars: ASTM C881.
13 a. See following table for approved producers of epoxies and adhesives
14
Pre-Qualified Producers of Epoxies and Adhesives
Product Name Producer
Concresive 1420 BASF
HTE-50 Hilti
T 308 + Powers Fasteners
P E 1000+ Powers Fasteners
C-6 Ramset-Redhead
Epcon G-5 Ramset-Redhead
Pro-Poxy-300 Fast Tube Unitex
Shep-Poxy TxIII CMC Construction Services
Ultrabond 1300 Tubes Adhesives Technology
Ultrabone 2300 N.S. A-22-2300
Slow Set Adhesives Technology
Dynapoxy EP-430 Pecora Corp.
EDOT Simpson Strong Tie
ET22 Simpson Strong Tie
SET 22 Simpson Strong Tie
SpecPoxy 3000FS SpecChem
15
16 b. Epoxy Use, Storage and Handling
17 1) Package components in airtight containers and protect from light and
18 moisture.
19 2) Include detailed instructions for the application of the material and all
20 safety information and warnings regarding contact with the components.
21 3) Epoxy label requirements
22 a) Resin or hardener components
23 b) Brand name
24 c) Name of manufacturer
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
1 d) Lot or batch number
2 e) Temperature range for storage
3 f) Date of manufacture
4 g) Expiration date
5 h) Quantity contained
32 13 13 - 5
CONCRETE PAVING
Page 5 of 21
6 4) Store epoxy and adhesive components at temperatures recommended by the
7 manufacturer.
8 5) Do not use damaged or previously opened containers and any material that
9 shows evidence of crystallization, lumps skinning, extreme thickening, or
10 settling of pigments that cannot be readily dispersed with normal agitation.
11 6) Follow sound environmental practices when disposing of epoxy and
12 adhesive wastes.
13 7) Dispose of all empty containers separately.
14 8) Dispose of epoxy by completely emptying and mixing the epoxy before
15 disposal
16 H. Reinforcement Bar Chairs
17 1. Reinforcement bar chairs or supports shall be of adequate strength to support the
18 reinforcement bars and shall not bend or break under the weight of the
19 reinforcement bars or Contractor’s personnel walking on the reinforcing bars.
20 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or
21 plastic.
22 3. For approval of plastic chairs, representative samples of the plastic shall show no
23 visible indications of deterioration after immersion in a 5-percent solution of
24 sodium hydroxide for 120-hours.
25 4. Bar chairs may be rejected for failure to meet any of the requirements of this
26 specification.
27 I. Joint Filler
28 1. Joint filler is the material placed in concrete pavement and concrete structures to
29 allow for the expansion and contraction of the concrete.
30 2. Wood Boards: Used as joint filler for concrete paving.
31 a. Boards for expansion joint filler shall be of the required size, shape and type
32 indicated on the Drawings or required in the specifications.
33 1) Boards shall be of selected stock of redwood or cypress. The boards shall
34 be sound heartwood and shall be free from sapwood, knots, clustered
35 birdseyes, checks and splits.
36 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall
37 be sufficiently rigid to permit ease of installation.
38 3) Boards shall be furnished in lengths equal to the width between
39 longitudinal joints, and may be furnished in strips or scored sheet of the
40 required shape.
41 3. Dimensions. The thickness of the expansion joint filler shall be shown on the
42 Drawings; the width shall be not less than that shown on the Drawings, providing
43 for the top seal space.
44 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the
45 requirements of this specification.
46 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
1 K. Curing Materials
2 1. Membrane-Forming Compounds.
32 13 13 - 6
CONCRETE PAVING
Page 6 of 21
3 a. Conform to the requirements of ASTM C309, Type 2, white pigmented
4 compound and be of such nature that it shall not produce permanent
5 discoloration of concrete surfaces nor react deleteriously with the concrete.
6 b. The compound shall produce a firm, continuous uniform moisture-impermeable
7 film free from pinholes and shall adhere satisfactorily to the surfaces of damp
8 concrete.
9 c. It shall, when applied to the damp concrete surface at the specified rate of
10 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under
11 normal conditions suitable for concrete operations.
12 d. It shall adhere in a tenacious film without running off or appreciably sagging.
13 e. It shall not disintegrate, check, peel or crack during the required curing period.
14 f. The compound shall not peel or pick up under traffic and shall disappear from
15 the surface of the concrete by gradual disintegration.
16 g. The compound shall be delivered to the job site in the manufacturer's original
17 containers only, which shall be clearly labeled with the manufacturer's name,
18 the trade name of the material and a batch number or symbol with which test
19 samples may be correlated.
20 h. When tested in accordance with ASTM C156 Water Retention by Concrete
21 Curing Materials, the liquid membrane-forming compound shall restrict the loss
22 of water present in the test specimen at the time of application of the curing
23 compound to not more than 0.01-oz.-per-2 inches of surface.
24 2.3 ACCESSORIES [NOT USED]
25 2.4 SOURCE QUALITY CONTROL
26 A. Mix Design
27 1. Concrete Mix Design and Control
28 a. At least 10 calendar days prior to the start of concrete paving operations, the
29 Contractor shall submit a design of the concrete mix it proposes to use and a
30 full description of the source of supply of each material component.
31 b. The design of the concrete mix shall produce a quality concrete complying with
32 these specifications and shall include the following information:
33 1) Design Requirements and Design Summary
34 2) Material source
35 3) Dry weight of cement/cubic yard and type
36 4) Dry weight of fly ash/cubic yard and type, if used
37 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard
38 6) Design water/cubic yard
39 7) Quantities, type, and name of admixtures with manufacturer's data sheets
40 8) Current strength tests or strength tests in accordance with ACI 318
41 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates
42 and date of tests
43 10) Fineness modulus of fine aggregate
44 11) Specific Gravity and Absorption Values of fine and coarse aggregates
45 12) L.A. Abrasion of coarse aggregates
46 c. Once mix design approved by City, maintain intent of mix design and
47 maximum water to cement ratio.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
32 13 13 - 7
CONCRETE PAVING
Page 7 of 21
1 d. No concrete may be placed on the job site until the mix design has been
2 approved by the City.
3 2. Quality of Concrete
4 a. Consistency
5 1) In general, the consistency of concrete mixtures shall be such that:
6 a) Mortar shall cling to the coarse aggregate
7 b) Aggregate shall not segregate in concrete when it is transported to the
8 place of deposit
9 c) Concrete, when dropped directly from the discharge chute of the mixer,
10 shall flatten out at the center of the pile, but the edges of the pile shall
11 stand and not flow
12 d) Concrete and mortar shall show no free water when removed from the
13 mixer
14 e) Concrete shall slide and not flow into place when transported in metal
15 chutes at an angle of 30 degrees with the horizontal
16 f) Surface of the finished concrete shall be free from a surface film or
17 laitance
18 2) When field conditions are such that additional moisture is needed for the
19 final concrete surface finishing operation, the required water shall be
20 applied to the surface by hand sprayer only and be held to a minimum
21 amount.
22 3) The concrete shall be workable, cohesive, possess satisfactory finishing
23 qualities and be of the stiffest consistency that can be placed and vibrated
24 into a homogeneous mass.
25 4) Excessive bleeding shall be avoided.
26 5) If the strength or consistency required for the class of concrete being
27 produced is not secured with the minimum cement specified or without
28 exceeding the maximum water/cement ratio, the Contractor may use, or the
29 City may require, an approved cement dispersing agent (water reducer); or
30 the Contractor shall furnish additional aggregates, or aggregates with
31 different characteristics, or the Contractor may use additional cement in
32 order to produce the required results.
33 6) The additional cement may be permitted as a temporary measure, until
34 aggregates are changed and designs checked with the different aggregates
35 or cement dispersing agent.
36 7) The Contractor is solely responsible for the quality of the concrete
37 produced.
38 8) The City reserves the right to independently verify the quality of the
39 concrete through inspection of the batch plant, testing of the various
40 materials used in the concrete and by casting and testing concrete cylinders
41 or beams on the concrete actually incorporated in the pavement.
42 b. Standard Class
43 1) Unless otherwise shown on the Drawings or detailed specifications, the
44 standard class for concrete paving for streets and alleys is shown in the
45 following table:
46
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1 Standard Classes of Pavement Concrete
Class of
Concrete1
Minimum
Cementitious,
Lb./CY
28 Day Min.
Compressive,
Strength2
psi
Maximum
Water/
Cementitious,
Ratio
Course
Aggregate
Maximum
Size inch
P 517 3600 0.49 1-1/2
H 564 4500 0.45 1-1/2
2 1. All exposed horizontal concrete shall have entrained-air. 3 2. Minimum Compressive Strength Required.
4 3. Compressive strength of Class P has been increased to 4000 psi per the Geotech report
5
6 2) Machine-Laid concrete: Class P
7 3) Hand-Laid concrete: Class H
8 c. High Early Strength Concrete (HES)
9 1) When shown on the Drawings or allowed, provide Class HES concrete for
10 very early opening of pavements area or leaveouts to traffic.
11 2) Design class HES to meet the requirements of class specified for concrete
12 pavement and a minimum compressive strength of 2,600 psi in 24 hours,
13 unless other early strength and time requirements are shown on the
14 Drawings allowed.
15 3) No strength overdesign is required.
16
17 Standard Classes of Pavement Concrete
Class of
Concrete1
Minimum
Cementitious
Lb./CY
28 Day Min.
Compressive
Strength2
psi
Maximum
Water/
Cementitious
Ratio
Course
Aggregate
Maximum
Size, inch
HES 564 4500 0.45 1-1/2
18
19 d. Slump
20 1) Slump requirements for pavement and related concrete shall be as specified
21 in the following table:
22
23 Concrete Pavement Slump Requirements
Concrete Use Recommended
Design
and Placement
Slump, inch
Maximum
Acceptable
Placement
Slump, inch
Slip-Form/Form-Riding Paving 1-1/2 3
Hand Formed Paving 4 5
Sidewalk, Curb and Gutter, Concrete
Valley Gutter and Other Miscellaneous
Concrete
4 5
24
25 2) No concrete shall be permitted with slump in excess of the maximums
26 shown.
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1 3) Any concrete mix failing to meet the above consistency requirements,
2 although meeting the slump requirements, shall be considered
3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory
4 conditions.
5 PART 3 - EXECUTION
6 3.1 INSTALLERS [NOT USED]
7 3.2 EXAMINATION [NOT USED]
8 3.3 PREPARATION [NOT USED]
9 3.4 INSTALLATION
10 A. Equipment
11 1. All equipment necessary for the construction of this item shall be on the project.
12 2. The equipment shall include spreading devices (augers), internal vibration,
13 tamping, and surface floating necessary to finish the freshly placed concrete in such
14 a manner as to provide a dense and homogeneous pavement.
15 3. Machine-Laid Concrete Pavement
16 a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms
17 that are uniformly supported on a very firm subbase to prevent sagging under
18 the weight of machine.
19 b. Slip-Form Paver
20 1) Slip-form paving equipment shall be provided with traveling side forms of
21 sufficient dimensions, shape and strength so as to support the concrete
22 laterally for a sufficient length of time during placement.
23 2) City may reject use of Slip-Form Paver if paver requires over-digging and
24 impacts trees, mailboxes or other improvements.
25 4. Hand-Laid Concrete Pavement
26 a. Machines that do not incorporate these features, such as roller screeds or
27 vibrating screeds, shall be considered tools to be used in hand-laid concrete
28 construction, as slumps, spreading methods, vibration, and other procedures are
29 more common to hand methods than to machine methods.
30 5. City may reject equipment and stop operation if equipment does not meet
31 requirements.
32 B. Concrete Mixing and Delivery
33 1. Transit Batching: shall not be used – onsite mixing not permitted
34 2. Ready Mixed Concrete
35 a. The concrete shall be produced in an approved method conforming to the
36 requirements of this specification and ASTM C94/C94M. City shall have access
37 ready mix to get samples of materials.
38 b. City shall have access to ready mix plant to obtain material samples.
39 c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate
40 Procedure 2:
41 1) As the mixer is being emptied, individual samples shall be taken after the
42 discharge of approximately 15 percent and 85 percent of the load.
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1 2) The method of sampling shall provide that the samples are representative of
2 widely separated portions, but not from the very ends of the batch.
3 d. The mixing of each batch, after all materials are in the drum, shall continue until
4 it produces a thoroughly mixed concrete of uniform mass as determined by
5 established mixer performance ratings and inspection, or appropriate uniformity
6 tests as described in ASTM C94.
7 e. The entire contents of the drum shall be discharged before any materials are
8 placed therein for the succeeding batch.
9 f. Retempering or remixing shall not be permitted.
10 3. Delivery
11 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by
12 City to prevent cold joint.
13 4. Delivery Tickets
14 a. For all operations, the manufacturer of the concrete shall, before unloading,
15 furnish to the purchaser with each batch of concrete at the site a delivery ticket
16 on which is printed, stamped, or written, the following information to determine
17 that the concrete was proportioned in accordance with the approved mix design:
18 1) Name of concrete supplier
19 2) Serial number of ticket
20 3) Date
21 4) Truck number
22 5) Name of purchaser
23 6) Specific designation of job (name and location)
24 7) Specific class, design identification and designation of the concrete in
25 conformance with that employed in job specifications
26 8) Amount of concrete in cubic yards
27 9) Time loaded or of first mixing of cement and aggregates
28 10) Water added by receiver of concrete
29 11) Type and amount of admixtures
30 C. Subgrade
31 1. When manipulation or treatment of subgrade is required on the Drawings, the work
32 shall be performed in proper sequence with the preparation of the subgrade for
33 pavement.
34 2. The roadbed shall be excavated and shaped in conformity with the typical sections
35 and to the lines and grades shown on the Drawings or established by the City.
36 3. All holes, ruts and depressions shall be filled and compacted with suitable material
37 and, if required, the subgrade shall be thoroughly wetted and reshaped.
38 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be
39 corrected.
40 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum
41 density as determined by ASTM D698.
42 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum.
43 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the
44 pavement to ensure its being in a firm and moist condition.
45 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution
46 of the work.
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1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to
2 place concrete pavement.
3 10. After the specified moisture and density are achieved, the Contractor shall maintain
4 the subgrade moisture and density in accordance with this Section.
5 11. In the event that rain or other conditions may have adversely affected the condition
6 of the subgrade or base, additional tests may be required as directed by the City.
7 D. Placing and Removing Forms
8 1. Placing Forms
9 a. Forms for machine-laid concrete
10 1) The side forms shall be metal, of approved cross section and bracing, of a
11 height no less than the prescribed edge thickness of the concrete section,
12 and a minimum of 10 feet in length for each individual form.
13 2) Forms shall be of ample strength and staked with adequate number of pins
14 capable of resisting the pressure of concrete placed against them and the
15 thrust and the vibration of the construction equipment operating upon them
16 without appreciable springing, settling or deflection.
17 3) The forms shall be free from warps, bends or kinks and shall show no
18 variation from the true plane for face or top.
19 4) Forms shall be jointed neatly and tightly and set with exactness to the
20 established grade and alignment.
21 5) Forms shall be set to line and grade at least 200 feet, where practicable, in
22 advance of the paving operations.
23 6) In no case shall the base width be less than 8 inches for a form 8 inches or
24 more in height.
25 7) Forms must be in firm contact with the subgrade throughout their length
26 and base width.
27 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes
28 or other additional supports may be necessary to provide the required
29 stability.
30 b. Forms for hand-laid concrete
31 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2
32 inches in thickness or equivalent when wooden forms are used, or be of a
33 gauge that shall provide equivalent rigidity and strength when metal forms
34 are used.
35 2) For curves with a radius of less than 250 feet, acceptable flexible metal or
36 wood forms shall be used.
37 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line
38 shall be rejected.
39 2. Settling. When forms settle over 1/8 inch under finishing operations, paving
40 operations shall be stopped the forms reset to line and grade and the pavement then
41 brought to the required section and thickness.
42 3. Cleaning. Forms shall be thoroughly cleaned after each use.
43 4. Removal.
44 a. Forms shall remain in place until the concrete has taken its final set.
45 b. Avoid damage to the edge of the pavement when removing forms.
46 c. Repair damage resulting from form removal and honeycombed areas with a
47 mortar mix within 24 hours after form removal unless otherwise approved.
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1 d. Clean joint face and repair honeycombed or damaged areas within 24 hours
2 after a bulkhead for a transverse construction joint has been removed unless
3 otherwise approved.
4 e. When forms are removed before 72 hours after concrete placement, promptly
5 apply membrane curing compound to the edge of the concrete pavement.
6 E. Placing Reinforcing Steel, Tie, and Dowel Bars
7 1. General
8 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed
9 as shown on the Drawings.
10 b. All reinforcing steel shall be clean, free from rust in the form of loose or
11 objectionable scale, and of the type, size and dimensions shown on the
12 Drawings.
13 c. Reinforcing bars shall be securely wired together at the alternate intersections
14 and all splices and shall be securely wired at each intersection dowel and load-
15 transmission unit intersected.
16 d. All bars shall be installed in their required position as shown on the Drawings.
17 e. The storing of reinforcing or structural steel on completed roadway slabs
18 generally shall be avoided and, where permitted, such storage shall be limited
19 to quantities and distribution that shall not induce excessive stresses.
20 2. Splices
21 a. Provide standard reinforcement splices by lapping and tying ends.
22 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on
23 the Drawings.
24 3. Installation of Reinforcing Steel
25 a. All reinforcing bars and bar mats shall be installed in the slab at the required
26 depth below the finished surface and supported by and securely attached to bar
27 chairs installed on prescribed longitudinal and transverse centers as shown by
28 sectional and detailed drawings on the Drawings.
29 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown
30 on the Drawings and shall be approved by the City prior to extensive
31 fabrication.
32 c. After the reinforcing steel is securely installed above the subgrade as specified
33 in Drawings and as herein prescribed, no loading shall be imposed upon the
34 bar mats or individual bars before or during the placing or finishing of the
35 concrete.
36 4. Installation of Dowel Bars
37 a. Install through the predrilled joint filler and rigidly support in true horizontal
38 and vertical positions by an assembly of bar chairs and dowel baskets.
39 b. Dowel Baskets
40 1) The dowels shall be held in position exactly parallel to surface and
41 centerline of the slab, by a dowel basket that is left in the pavement.
42 2) The dowel basket shall hold each dowel in exactly the correct position so
43 firmly that the dowel’s position cannot be altered by concreting operations.
44 c. Dowel Caps
45 1) Install cap to allow the bar to move not less than 1-1/4 inch in either
46 direction.
47 5. Tie Bar and Dowel Placement
48 a. Place at mid-depth of the pavement slab, parallel to the surface.
CITY OF FORT WORTH
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1 b. Place as shown on the Drawings.
2 6. Epoxy for Tie and Dowel Bar Installation
3 1) Epoxy bars as shown on the Drawings.
32 13 13 - 13
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4
5
6
7
8
9 F. Joints
2) Use only drilling operations that do not damage the surrounding operations.
3) Blow out drilled holes with compressed air.
4) Completely fill the drilled hole with approved epoxy before inserting the tie
bar into the hole.
5) Install epoxy grout and bar at least 6 inches embedded into concrete.
10 1. Joints shall be placed where shown on the Drawings or where directed by the City.
11 2. The plane of all joints shall make a right angle with the surface of the pavement.
12 3. No joints shall have an error in alignment of more than 1/2 inch at any point.
13 4. Joint Dimensions
14 a. The width of the joint shall be shown on the Drawings, creating the joint
15 sealant reservoir.
16 b. The depth of the joint shall be shown on the Drawings.
17 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer’s
18 recommendations.
19 d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement
20 surface at the center of the joint.
21 5. Transverse Expansion Joints
22 a. Expansion joints shall be installed perpendicularly to the surface and to the
23 centerline of the pavement at the locations shown on the Drawings, or as
24 approved by the City.
25 b. Joints shall be of the design width, and spacing shown on the Drawings, or as
26 approved by the City.
27 c. Dowel bars, shall be of the size and type shown on the Drawings, or as
28 approved by the City, and shall be installed at the specified spacing.
29 d. Support dowel bars with dowel baskets.
30 e. Dowels shall restrict the free opening and closing of the expansion join and
31 shall not make planes of weaknesses in the pavement.
32 f. Greased Dowels for Expansion Joints.
33 1) Coat dowels with a thin film of grease or other approved de-bonding
34 material.
35 2) Provide dowel caps on the lubricated end of each dowel bar.
36 g. Proximity to Existing Structures. When the pavement is adjacent to or around
37 existing structures, expansions joints shall be constructed in accordance with
38 the details shown on the Drawings.
39 6. Transverse Contraction Joints
40 a. Contraction or dummy joints shall be installed at the locations and at the
41 intervals shown on the Drawings.
42 b. Joints shall be of the design width, and spacing shown on the Drawings, or as
43 approved by the City.
44 c. Dowel bars, shall be of the size and type shown on the Drawings, or as
45 approved by the City, and shall be installed at the specified spacing.
46 d. Joints shall be sawed into the completed pavement surface as soon after initial
47 concrete set as possible so that some raveling of the concrete is observed in
48 order for the sawing process to prevent uncontrolled shrinkage cracking.
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1 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of
2 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual
3 pavement thickness, or deeper if so indicated on the Drawings.
4 f. Complete sawing as soon as possible in hot weather conditions and within a
5 maximum of 24 hours after saw cutting begins under cool weather conditions.
6 g. If sharp edge joints are being obtained, the sawing process shall be sped up to
7 the point where some raveling is observed.
8 h. Damage by blade action to the slab surface and to the concrete immediately
9 adjacent to the joint shall be minimized.
10 i. Any portion of the curing membrane which has been disturbed by sawing
11 operations shall be restored by spraying the areas with additional curing
12 compound.
13 7. Transverse Construction Joints
14 a. Construction joints formed at the close of each day’s work or when the placing
15 of concrete has been stopped for 30-minutes or longer shall be constructed by
16 use of metal or wooden bulkheads cut true to the section of the finished
17 pavement and cleaned.
18 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material.
19 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the
20 surface and at right angles to the centerline of the pavement.
21 d. Edges shall be rounded to 1/4 inch radius.
22 e. Any surplus concrete on the subgrade shall be removed upon the resumption of
23 the work.
24 8. Longitudinal Construction Joints
25 a. Longitudinal construction joints shall be of the type shown on the Drawings.
26 9. Joint Filler
27 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the
28 Drawings.
29 b. Redwood Board joints shall be used for all pavement joints except for
30 expansion joints that are coincident with a butt joint against existing
31 pavements.
32 c. Boards with less than 25-percent of moisture at the time of installation shall be
33 thoroughly wetted on the job.
34 d. Green lumber of much higher moisture content is desirable and acceptable.
35 e. The joint filler shall be appropriately drilled to admit the dowel bars when
36 required.
37 f. The bottom edge of the filler shall extend to or slightly below the bottom of the
38 slab. The top edge shall be held approximately 1/2 inch below the finished
39 surface of the pavement in order to allow the finishing operations to be
40 continuous.
41 g. The joint filler may be composed of more than one length of board in the
42 length of joint, but no board of a length less than 6 foot may be used unless
43 otherwise shown on the Drawings.
44 h. After the removal of the side forms, the ends of the joints at the edges of the
45 slab shall be carefully opened for the entire depth of the slab.
46 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details
47 and as specified in Section 32 13 73. Materials shall generally be handled and
48 applied according to the manufacturer’s recommendations as specified in Section
49 32 13 73.
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1 G. Placing Concrete
2 1. Unless otherwise specified in the Drawings, the finished pavement shall be
3 constructed monolithically and constructed by machined laid method unless
4 impractical.
5 2. The concrete shall be rapidly deposited on the subgrade in successive batches and
6 shall be distributed to the required depth and for the entire width of the pavement
7 by shoveling or other approved methods.
8 3. Any concrete not placed as herein prescribed within the time limits in the following
9 table will be rejected. Time begins when the water is added to the mixer.
10 Temperature – Time Requirements
Concrete Temperature
(at point of placement)
Max Time – minutes
(no retarding agent)
Max Time – minutes
(with retarding agent)1
Non-Agitated Concrete
All temperatures 45 45
Agitated Concrete
Above 90°F Time may be reduced by
City
75
Above 75°F thru 90°F 60 90
75°F and Below 60 120
11 1 Normal dosage of retarder.
12
13 4. Rakes shall not be used in handling concrete.
14 5. At the end of the day, or in case of unavoidable interruption or delay of more than
15 30 minutes or longer to prevent cold joints, a transverse construction joint shall be
16 placed in accordance with 3.4.F.7 of this Section.
17 6. Honeycombing
18 a. Special care shall be taken in placing and spading the concrete against the
19 forms and at all joints and assemblies so as to prevent honeycombing.
20 b. Excessive voids and honeycombing in the edge of the pavement, revealed by
21 the removal of the side forms, may be cause for rejection of the section of slab
22 in which the defect occurs.
23 H. Finishing
24 1. Machine
25 a. Tolerance Limits
26 1) While the concrete is still workable, it shall be tested for irregularities with
27 a 10 foot straightedge placed parallel to the centerline of the pavement so as
28 to bridge depressions and to touch all high spots.
29 2) Ordinates measured from the face of the straightedge to the surface of the
30 pavement shall at no place exceed 1/16 inch-per-foot from the nearest point
31 of contact.
32 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater
33 than 1/8 inch.
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1 4) Any surface not within the tolerance limits shall be reworked and
2 refinished.
3 b. Edging
4 1) The edges of slabs and all joints requiring edging shall be carefully tooled
5 with an edger of the radius required by the Drawings at the time the
6 concrete begins to take its “set” and becomes non-workable.
7 2) All such work shall be left smooth and true to lines.
8 2. Hand
9 a. Hand finishing permitted only in intersections and areas inaccessible to a
10 finishing machine.
11 b. When the hand method of striking off and consolidating is permitted, the
12 concrete, as soon as placed, shall be approximately leveled and then struck off
13 with screed bar to such elevation above grade that, when consolidated and
14 finished, the surface of the pavement shall be at the grade elevation shown on
15 the Drawings.
16 c. A slight excess of material shall be kept in front of the cutting edge at all times.
17 d. The straightedge and joint finishing shall be as prescribed herein.
18 I. Curing
19 1. The curing of concrete pavement shall be thorough and continuous throughout the
20 entire curing period.
21 2. Failure to provide proper curing as herein prescribed shall be considered as
22 sufficient cause for immediate suspension of the paving operations.
23 3. The curing method as herein specified does not preclude the use of any of the other
24 commonly used methods of curing, and the City may approve another method of
25 curing if so requested by the Contractor.
26 4. If any selected method of curing does not afford the desired results, the City shall
27 have the right to order that another method of curing be instituted.
28 5. After removal of the side forms, the sides of the slab shall receive a like coating
29 before earth is banked against them.
30 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner
31 as to cover the entire surfaces thoroughly and completely with a uniform film.
32 7. The rate of application shall be such as to ensure complete coverage and shall not
33 exceed 20-square-yards-per-gallon of curing compound.
34 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free
35 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the
36 curing period.
37 9. If for any reason the seal is broken during the curing period, it shall be immediately
38 repaired with additional sealing solution.
39 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing
40 Materials, the curing compound shall provide a film which shall have retained
41 within the test specimen a percentage of the moisture present in the specimen when
42 the curing compound was applied according to the following.
43 11. Contractor shall maintain and properly repair damage to curing materials on
44 exposed surfaces of concrete pavement continuously for a least 72 hours.
45 J. Monolithic Curbs
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1 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried
2 back from the paving mixer, shall be placed within 20-minutes after being mixed.
3 2. After the concrete has been struck off and sufficiently set, the exposed surfaces
4 shall be thoroughly worked with a wooden flat.
5 3. The exposed edges shall be rounded by the use of an edging tool to the radius
6 indicated on the Drawings.
7 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface.
8 K. Alley Paving
9 1. Alley paving shall be constructed in accordance with the specifications for concrete
10 paving hereinbefore described, in accordance with the details shown on the
11 Drawings, and with the following additional provisions:
12 a. Alley paving shall be constructed to the typical cross sections shown on the
13 Drawings.
14 b. Transverse expansion joints of the type shown on the Drawings shall be
15 constructed at the property line on each end of the alley with a maximum
16 spacing of 600 feet.
17 c. Transverse contraction and dummy joints shall be placed at the spacing shown
18 on the Drawings.
19 d. Contraction and dummy joints shall be formed in such a manner that the
20 required joints shall be produced to the satisfaction of the City.
21 e. All joints shall be constructed in accordance with this specification and filled
22 in accordance with the requirement of Section 32 13 73.
23 L. Pavement Leaveouts
24 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be
25 provided at location indicated on the Drawings or as directed by the City.
26 2. The extent and location of each leaveout required and a suitable crossover
27 connection to provide for traffic movements shall be determined in the field by the
28 City.
29 3.5 REPAIR
30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as
31 specified in Section 32 01 29.
32 3.6 RE-INSTALLATION [NOT USED]
33 3.7 SITE QUALITY CONTROL
34 A. Concrete Placement
35 1. Place concrete using a fully automated paving machine. Hand paving only
36 permitted in areas such as intersections where use of paving machine is not
37 practical
38 a. All concrete pavement not placed by hand shall be placed using a fully
39 automated paving machine as approved by the City.
40 b. Screeds will not be allowed except if approved by the City.
41 B. Testing of Materials
42 1. Samples of all materials for test shall be made at the expense of the City, unless
43 otherwise specified in the special provisions or in the Drawings.
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1 2. In the event the initial sampling and testing does not comply with the specifications,
2 all subsequent testing of the material in order to determine if the material is
3 acceptable shall be at the Contractor’s expense at the same rate charged by the
4 commercial laboratories.
5 3. All testing shall be in accordance with applicable ASTM Standards and concrete
6 testing technician must be ACI certified or equivalent.
7 C. Pavement Thickness Test
8 1. Upon completion of the work and before final acceptance and final payment shall
9 be made, pavement thickness test shall be made by the City.
10 2. The number of tests and location shall be at the discretion of the City, unless
11 otherwise specified in the special provisions or on the Drawings.
12 3. The cost for the initial pavement thickness test shall be the expense of the City.
13 4. In the event a deficiency in the thickness of pavement is revealed during normal
14 testing operations, subsequent tests necessary to isolate the deficiency shall be at
15 the Contractor’s expense.
16 5. The cost for additional coring test shall be at the same rate charged by commercial
17 laboratories.
18 6. Where the average thickness of pavement in the area found to be deficient in
19 thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be
20 made at an adjusted price as specified in the following table.
21
Deficiency in Thickness
Determined by Cores
Proportional Part
Of Contract Price
Inches Allowed
0.00 – 0.20 100 percent
0.21 – 0.30 80 percent
0.31 – 0.40 70 percent
0.41 – 0.50 60 percent
22
23 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not
24 more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever
25 is greater, shall be evaluated by the City.
26 8. If, in the judgment of the City the area of such deficiency should not be removed
27 and replaced, there shall be no payment for the area retained.
28 9. If, in the judgment of the City, the area of such deficiency warrants removal, the
29 area shall be removed and replaced, at the Contractor’s entire expense, with
30 concrete of the thickness shown on the Drawings.
31 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more
32 than 1/10 of the plan thickness, whichever is greater, shall be removed and
33 replaced, at the Contractor’s entire expense, with concrete of the thickness shown
34 on the Drawings.
35 11. No additional payment over the contract unit price shall be made for any pavement
36 of a thickness exceeding that required by the Drawings.
37 D. Pavement Strength Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
32 13 13 - 19
CONCRETE PAVING
Page 19 of 21
1 1. During the progress of the work the City shall provide trained technicians to cast
2 test cylinders for conforming to ASTM C31, to maintain a check on the
3 compressive strengths of the concrete being placed.
4 2. After the cylinders have been cast, they shall remain on the job site and then
5 transported, moist cured, and tested by the City in accordance with ASTM C31 and
6 ASTM C39.
7 3. In each set, 1 of the cylinders shall be tested at 7 days, 2 cylinders shall be tested at
8 28 days, and 1 cylinder shall be held or tested at 56 days, if necessary.
9 4. If the 28 day test results indicate deficient strength, the Contractor may, at its option
10 and expense, core the pavement in question and have the cores tested by an
11 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except
12 the average of all cores must meet 100 percent of the minimum specified strength,
13 with no individual core resulting in less than 90 percent of design strength, to
14 override the results of the cylinder tests.
15 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not
16 meet minimum specified strength, additional cores shall be taken to identify the
17 limits of deficient concrete pavement at the expense of the Contractor.
18 6. Cylinders and/or cores must meet minimum specified strength. Pavement not
19 meeting the minimum specified strength shall be subject to the money penalties or
20 removal and placement at the Contractor’s expense as show in the following table.
21
Percent Deficient Percent of Contract Price Allowed
Greater Than 0 percent - Not More Than 10 percent 90-percent
Greater Than 10 percent - Not More Than 15 percent 80-percent
Greater Than 15 percent 0-percent or removed and replaced at the entire cost
and expense of Contractor as directed by City
22
23 7. The amount of penalty shall be deducted from payment due to Contractor; such as
24 penalty deducted is to defray the cost of extra maintenance.
25 8. The strength requirements for structures and other concrete work are not altered by
26 the special provision.
27 9. No additional payment over the contract unit price shall be made for any pavement
28 of strength exceeding that required by the Drawings and/or specifications.
29 E. Cracked Concrete Acceptance Policy
30 1. If cracks exist in concrete pavement upon completion of the project, the Project
31 Inspector shall make a determination as to the need for action to address the
32 cracking as to its cause and recommended remedial work.
33 2. If the recommended remedial work is routing and sealing of the cracks to protect
34 the subgrade, the Inspector shall make the determination as to whether to rout and
35 seal the cracks at the time of final inspection and acceptance or at any time prior to
36 the end of the project maintenance period. The Contractor shall perform the routing
37 and sealing work as directed by the Project Inspector, at no cost to the City,
38 regardless of the cause of the cracking.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
32 13 13 - 20
CONCRETE PAVING
Page 20 of 21
1 3. If remedial work beyond routing and sealing is determined to be necessary, the
2 Inspector and the Contractor will attempt to agree on the cause of the cracking. If
3 agreement is reached that the cracking is due to deficient materials or workmanship,
4 the Contractor shall perform the remedial work at no cost to the City. Remedial
5 work in this case shall be limited to removing and replacing the deficient work with
6 new material and workmanship that meets the requirements of the contract.
7 4. If remedial work beyond routing and sealing is determined to be necessary, and the
8 Inspector and the Contractor agree that the cause of the cracking is not deficient
9 materials or workmanship, the City may request the Contractor to provide an
10 estimate of the cost of the necessary remedial work and/or additional work to
11 address the cause of the cracking, and the Contractor will perform that work at the
12 agreed-upon price if the City elects to do so.
13 5. If remedial work is necessary, and the Inspector and the Contractor cannot agree on
14 the cause of the cracking, the City may hire an independent geotechnical engineer
15 to perform testing and analysis to determine the cause of the cracking. The
16 contractor will escrow 50 percent of the proposed costs of the geotechnical contract
17 with the City. The Contractor and the City shall use the services of a geotechnical
18 firm acceptable to both parties.
19 6. If the geotechnical engineer determines that the primary cause of the cracking is the
20 Contractor’s deficient material or workmanship, the remedial work will be
21 performed at the Contractor’s entire expense and the Contractor will also reimburse
22 the City for the balance of the cost of the geotechnical investigation over and above
23 the amount that has previously been escrowed. Remedial work in this case shall be
24 limited to removing and replacing the deficient work with new material and
25 workmanship that meets the requirements of the contract.
26 7. If the geotechnical engineer determines that the primary cause of the cracking is not
27 the Contractor’s deficient material or workmanship, the City will return the
28 escrowed funds to the Contractor. The Contractor, on request, will provide the City
29 an estimate of the costs of the necessary remedial work and/or additional work and
30 will perform the work at the agreed-upon price as directed by the City.
31 3.8 SYSTEM STARTUP [NOT USED]
32 3.9 ADJUSTING [NOT USED]
33 3.10 CLEANING [NOT USED]
34 3.11 CLOSEOUT ACTIVITIES [NOT USED]
35 3.12 PROTECTION [NOT USED]
36 3.13 MAINTENANCE [NOT USED]
37 3.14 ATTACHMENTS [NOT USED]
38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
305 W DAGGETT AVENUE
102941
32 13 13 - 21
CONCRETE PAVING
Page 21 of 21
1 END OF SECTION
2
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 1.2.A – Modified items to be included in price bid
05/21/2014 Doug Rademaker 2.2.D – Modified to clarify acceptable fly ash substitution in concrete paving
3
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
APPENDIX
GC-4.01 Availability of Lands - None
GC-4.02 Subsurface and Physical Conditions –None
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 – Not Required
GC-6.07 Wage Rates - Not Required
GC-6.09 Permits and Utilities - None
GC-6.24 Nondiscrimination - None
GR-01 60 00 Product Requirements – CoFW Standard Product List
CITY OF FORT WORTH 305 W DAGGETT AVENUE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102941
Revised July 1, 2011
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 11/28/18)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
++ Portions of this product is not made within the United States
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames
and covers.
Updated: 04/03/2019
* From Original Standard Products List Click to Return to the Table of Content 1
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 12, 2019
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" DI MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" DI MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" DI MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" DI MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" DI MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" DI MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.08/24/17 33 05 13.01 30" DI MH Ring and Cover (Hinge & Lock) CompositeSewperCoverSCDH 3000, Std. Dbl Hinge Non-Metalic Ring and Cover w/Lock HD/FRP Composite30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"*33 39 10 Manhole, Precast ConcreteForterra(formerly Gifford-Hill, Hanson )ASTM C 47848"04/26/00 33 39 10 MH, Single Offset Seal JointForterra(formerly Gifford-Hill, Hanson )Type F Dwg 35-0048-001ASTM C 47848" Diam MH09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"* From Original Standard Products ListClick to Return to the Table of Content6
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeCertain-Teed Products CorpASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeNapco Manufacturing CorpASTM D 3034, D 17844" & 8"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"33-31-20 PVC Sewer PipeRoyal Building ProductsRoyal Seal Solid Wall Pipe SDR 26 & 35ASTM 30344" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDr-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationPS 46 ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 303411/17/99E100-2Closed Profile PVC PipeDiamond Plastics CorporationASTM 1803/F79418" to 48"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"* From Original Standard Products ListClick to Return to the Table of Content21
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"* From Original Standard Products ListClick to Return to the Table of Content30
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 11/28/18)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
++ Portions of this product is not made within the United States
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames
and covers.
Updated: 04/03/2019
* From Original Standard Products List Click to Return to the Table of Content 1